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HomeMy WebLinkAbout6494 Back Forty Lp-- _ I 1 - - - l _L L -- I I - - -----L -- - -- - - - _ - - _ - - I ---1 _ �--` -.� __ - -- -- - ABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR -FLOOR FLCUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUAREINCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - 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: �A = STAIR CALL OUT HEIGHT OF STEP DOWN SHEET NUMBER tp��` NT ELEV NUMBER C = FOOTING CALL OUT - SEE FOOTING STEP DOWN ARROW SHOWS SCHEDULE CALLOUT DIRECTION OF VIEW ARROW SHOWS INTERIOR ELEVATION = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER 1 ELEV NUMBER A9 ARROW SHOWS = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR 1 DIRECTION OF CUT +� SCHEDULE ELEVATION MARKER Al SECTION NUMBER l < ELEV NUMBER SHEET NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 r-----ARROW SHOWS LOCATION OF CUT 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER GENERAL NOTES THE FOLLOWING TECHNICAL 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 GUARDRAILS - CHAP. 3 M STAIRS - CHAP. 3 [:)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: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.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. N NARm LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 2551 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 PLAN REVISIONS 3.0 TRUSS CONNECTOR REVISION 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L & M ELEVATIONS 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1ST AND 2ND FLOOR PLAN A A3 STAIR DETAILS A4 FRAMING PLANS A A5 EXTERIOR ELEVATIONS & ROOF PLAN A6.1 1ST FLOOR ELECTRICAL PLAN A6.2 2ND FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL PA 1.4 PRODUCT APPROVAL PA 1.5 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS WP 2.0 WATERPROOFING DETAILS WP 2.1 WATERPROOFING DETAILS M N O N 00 LO L1J F 00 cl- cT o ol LC } .i Z O w 0 z Q 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 �O ^N` W W L L U p c) <n M y } N V -0Om m W E c' 2 o rn p L o Q V_I •/V�`i S U o N Q a � f' LLB QN C W V 000 E� ° - -o W 0 Ld �-LU Q uj uj _j �zx W W uj W� 0� � Z Q O a a 0 0-1 0 QH U C)J Q O4Z0ZmH W LL v Of LL QQ OOQUJ O O U (7w2O XZAzj EL �� W � WwLLXCL Z�< i Q u0?oUoO LgWz d0 2U Q LL OW oQ o oQp 0 Q LL O O Z LLJ OI­_ V) D ti 0 1.- M O Q CO � U) - ti I- cM QUQ00 Z F-' 0 J Vi tual R v ew s�is , in Plans R ie ctplet d a d a p ec for complia icewith he 2020 BC Ith Editi by lebr i An e Klah, lIX23 0. I N N N N N N N CD O N O N O N O N O N O N f� O -- � � N O e�- N C) C) O) C)- O N C) N C) N C)i i Z O NIr W > a e- N. N M. M 0 4 0 In 0 (O '� jV00 ZZ W C)z Z _ 4-1W O _ azz O_O U U U ^ i� O ow- Oro Z ' 8- x a Ln = mit =w In cD 0 N � Zoe Q�� (.0. 0 ZWO >_ N z U gZLL LL az Q F� O U � 0E-Ml< z Z w LU N 0 LAST PLOT DATE • May 8, 2023 Z �' ..I I COVER SHEET f- . _�- LL zl- t bo L Cl-ELEV S3 (-) 0'-3 1/2" 30'-01, 49 164" 6 6'-0" 8'-8" vit 2'-6" 1_2'-5 5/8" 1_ 3'-10" 1_ 3'-6 3/8" 1_ 3'-4" 1 _ 5'-4" ' 3'-2" 3'-0" 2'-10" 2'-0" HB in GG d I k S3 9 v 0 0 v 0 'v H Nr N 13'-2 3/8" BRG WALL _j (V I I ` ¢ \ B N O M Q� co co d 13 I �mw I GG I I w I S3 II a L_ ° — _J I 7—t— , FII 13 �� 14 I I 1 i 15'-5" li i i SINK \ ELEC L ------ n 10 ---- II II D II I all d 6'-2 3/4" 1 SHWR O a II II II II _ 5 N �, IIII 0o Dl � Ili -14Ili �- I J L ao Z -----� -- - o------- l CC ©w S3p 0 li ,1'-8" 13 ll 1 I I 0 I ELEV. (_) 0'_ 4" l =U_ l U� I H bo zn CL I — —C.J_- 9'-4" 0 J S3 WIN A I� I I I� C.J. — — — — — — — — — — — B I� I 14 I I I � 14'-6" REF 4'-2 5/8" BRG WALL I G I C.J.S3 I I -�-- � o i I 13�-- � 0 I I I cc 13 S3 I ( I I _ � 13 I o l o04 9'-10 7/8" SEE DETAIL D/S3 FOR FRAME WALL TO CMU l CONNECTIONS p LI O�_ z i,_�~ 0 I B O 1 J � �1'-11" 3'-5" T-0" 8" 0 16'-0" 1'4" L 8'-8" 1'-4" 10" " oil 20'-0" 10'-0" FOUNDATION PLAN A 1 /4" = 1'-0" 30'-0" 1'-0" v O tt 0 v 0 d' 0 v 0 v 0 00 ELEV. ~ (-) 3 1/2" LL 'a`o ' ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 3-1/2" MIN. 2500 PSI CONC. SLAB OVER • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF • MAX. DRY DENSITY TREAT SOIL W/ TERMITE POISONING OR • BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R N = FILLED CELL W/(1) #5 VERTICAL N ® = FILLED CELL W/(1) #5 TURNED 24" INTO SLAB *, = FILLED CELL W/ (2) #5 VERTICAL F - `i C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR)o (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS 100 m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 0 ' 0 1. TANK TYPE WATER CLOSET VOLUME -; 1.6 GALLONS - w a: 2. WATER -FLOW RATE. o z Q PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 0 0 L L VTR LOCATIONS ARE APPROXIMATE AND MAY Leo o ° CHANGE DUE TO JOBSITE CONDITIONS. � � 6 4— U D um u a LICENSED PLUMBER TO VERIFY AND HAS THE cn -0-0 — :-0— M AUTHORITY TO CHANGE AS NEEDED. 0 0 8 2 Q �.� U p� < N U w QN KEYNOTE LEGEND v o r a Q KEYNOTE ANNOTATION (D 1/2" DP X 9-1/2" WIDE RECESS 1-1/2" DP X 8" WIDE RECESS 1-1/2" DP X 13" WIDE RECESS V) ICE MAKER LINE 5D SINK - KITCHEN REF 7� WASHER O W/H W �� x _j 0 zx W R:D _j 0�;X LL0OU_ JO 9O UNDER SLAB ELECTRICAL CONDUIT ? CY o o X o Z o w o 0 m z j Q Q 10 LAVATORY C'1 0 Z J�QoWQozwZpw� a Qpw �_�-� 2Y°¢Q Q 11 WATER CLOSET a Q ° a ° a U_ 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL O 14 (3) BUC W/ HTT4 ON BOTTOM O z N C FOOTING LEGEND O � TAG TYPE SIZE REINFORCING O M O C THICKEN EDGE 8" x 8" DP (1) #5 CONT. Q J t~ � C U) LL d' MONO FTG 20" x 20" DP (3) #5s CONT. U) C PAD 24 SQ x 16 DP #5s 6 O.C. EA. WAY < LU < M O MONO FTG 16" x 12" DP (2) #5s CONT. Q Q 000 Z U �— W W J O CD .j F I ' 1 02 Virtual Wview As is Inc. \ Plans Review i omp etec an app a i r compliance w h th ?0 O,F C,7t 1 E tion by Debra knne K a r Ia 2310 N N N N N NM N N O N O N O N O N O N O N I" O — M M — d' N C) C) C CDr• O N C) N C)O N ! I Z 0 NWo00000; Lo � N M tt CO i 0 Cr }� ZZ Q W O w 0zz O U 000_ VUFn LU L O OF-_ z a�a Q L ^1 (� WW~ m F- 2 LP) N ZOO 0� ■ ■ LE.I � Q�� O zW0 N U .. z a-Z� F� _lez OU I2 _p F�120 Z z WN 0 LAST PLOT DATE . May 8, 2023 Z O MONO FOUNDATION PLAN A 30'-0" OVERALL 8'-5 5/8" 12'-6 3/8" 42"X42" AC PAD, SEE SHEET SN1 FOR AC UNIT HOLD DOWN SH 25 HB HD AT 6'-8" 20- U')n EGRESS V. 5068 SGD BEDROOM #2 10'-0" X 12'-4" G R EAT ROOM 8'-8" CLG - 12'-7" X 15'-11 00 8'-8" CLG o 00 o 5/8' 07 '-0" 1 -6 " 1" 6-0 /4"10 2x8 HEADER 6" WALL SEE Q/S4 �3) STUD (2) 2068 BF _ —`� _ BELOWN ((4)) 12" OP SH O�O� R & S 11 2' T-7" 9'-2 1/4" 12'-10 5/8" M 2X4 KNEE WALL, TOP AT 34 1/2" KITCHEN II n 0, 12'-7" X 7'-0" �� 8'-8" CLG � w • p �I II( BATH M 0 ' u I DINING ROOM 8'-8" CLG cr? Y a ii N 15'-11" X 17'-9" co z U) O u d 8 8 CLG TP U) 0 N1 C) RANGE p 6 co �O W/ HOOD u TB — uu M 10 II Q 17] -�N iv 1' 3" O fV L 2'-3 1 /2" " WALL o LO 7 5/8" 3/4" `I' 8'-8 1/2" ' -3 7/8" " -3 1/2" 6-3 PANTRY N PLUMBING K STACWALL B.u.c. (4) 16" DI5 CV SW/HN 4" INSULATED G BRIG WALL S3 Q) STUD - PROTECTIVE COLUMN BELOW BOLLARD 20 MIN FIRE M `� RATED DOOR W/ °0 WEATHER STRIP FOYER (2) 2x8 8'-8" CLG SEE00 TWO CAR GARAGE QESDER 18'-9" X 20'-0" 4" INSULATED Lo BRIG WALL I N S3 LINE OF GARAGE IN — - -- ----------I I OPEN POSTION I I I I I I I I I TIE BEAM TIE BEAM AT 8'-8" AT 8'-8" 1 rn ih C 60 00 M LA L� LO U1 r` 7 5/8 T-4 1/2" j 2668 - 5/8" 00 un i0 N =Q 0 N N 3 1/ SH 1/2 34' III HU28 2 D AT 6'- " o T MP.GLA�S _ M 00 no 16070 ENTRY III d LINE OF STRUCTURE 16" X 16" X 20"A.F.F. CMU BASE W/ ABOVE (4) #5 VERT. TYP OF (2) 16'-0" 3'4" 5'-8" 2'-4 1'-4" 00 18'-8" 1'-4" 10'-0" mco w H Q dp 30'-0" TIE BEAM AT 8'-8" (2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST EACH END—) J J �w 0 w 00 mbo w �Q TIE BEAM AT 8'-8" Y (2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST 6X6 PRESSURE TREATED WOOD POST W/ PAU66 TO CONC M OM LO LO 0 N 0 MUMIMIM) UT8 006,OP (A ( UMIXAM) UT8 000,081' (8 2'-10" 24'-4" 2'-10" (2)2X6 HEADER SEE M/S6 - TYP. 2ND FLOOR SH 25 WINDOWS SH 25 D AT 7'-3' _ HD AT 7'-3" EGRESS "v d EGRESS I I r 4„ 13'-0" -3 3/4" -3 3/4" 1 V-8 1/2" 4" co I 00 I U)00 LL BEDROOM #4 N j j N BEDROOM #3 r 12'-9" X 1 V-11" v I - ( N 10'-3" X 1 V-8" 8'-0" CLG 0 8'-0" CLG rn N a- 00 13'-0" 3'-8" 5'-7 1/2" 6'-1 " 11 CV 2668 N 2668 r- m � � TP 26�� BATH #2 8'-0" CLG c-W.I.C. WALL u_ - m N C vv o °' TB N I to = N BEDROOM #5 LLR& S a W D 1 V-7" X 9'-10" `" HANSEN VENT N ti U 8'-0" CLG 12" DP (4) � 26S BOX W 0 w �'a r22"x36" �60,'� = f'd' N IATTIC I `L LAUNDRY ACCESS j 2�6' ih LOFT 10'-1" X 15'-5" 0�orO _00 8'-0" CLG v 10'-3 1/2" 3'-8" 3'-4" 4'-8 1/2" 7'-4" N 36" LOW E BEDROOMo#6 I o WA4 L -" co — 8'-0" CLG N rLLI a ow 4 2-PLY BUC W/ (2) MSTA36 STRAPS TO FLOOR TRUSS BELOW—, oQ TOP AT 18'-0" 1 V-8" M C co U p N �s Co � N I IV" 7 1/2- V-5 1/2" 1'4' 4'-2 1/2" N O oU) OWNERS SUITE 17'-0" X 13'-0" N 8'-0" CLG (2)2X6 HEADER U) SEE M/S6 - TYP. 06 2ND FLOOR IX WINDOWS 2-PLY BUC W/ (2) MSTA36 STRAPS TO FLOOR TRUSS BELOW SH 1/2 34 SH 25 SH 25 HD AT 7'-3" HD AT 7'-3" HD AT 7'-3" EGRESS 6-10" 6-10" 3'-2" 3'-2" 2'-8" 13'-8" 64" CANTILEVER 30'-0" FIRST FLOOR PLAN - ELEVATION A (� _OSECOND FLOOR PLAN - ELEVATION A 1 /4" = 1'-0" 1 /4„ = 1'-0„ R__ r 1 04-My 481& 7 GHID AT 7'-3" FRAME 7'-4" 10'-0" N r— 00 N 00 N N 8" EXT FRAME WALL v ti GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. 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.)* = 42" A.F.F. OR U.N.O. 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. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) F1 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 17 AT 7 3/32" 15 AT 10" 1 10'-0 3/4" TREADS WITH 1" NOSING SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 1110 SECOND FLOOR LIVING 1470 TOTAL LIVING SQ FT 2580 ENTRY 60 GARAGE 403 TOTAL SQ FT 3043 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 BAFFELS AT EAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 M N 0 N 00 LO 00 r+ j 00 z Uj w 0 z a OWN E 0 '0 (y) y N N (yi U O C) u a W L t M `Elmo� 9 00 O �8� LL O Q N U w QN c o0 E �a a a LU W U' OLLI C!j W0� �� M§~z� a Z OW rS'-_j(0 LL U) LLZo0HJQQ 0 Z iL- QxOZOwOOmZZ aQ U)Wuj W_nX0 W W UJa WoO O ILL Z O �awamzwz00 O F- gWQ�ZLa aa��o OQ R O O Z cV OW O z M Q CM � U) LLz C VJ I` < W < F— 0� M 0- � 00 Z U F- W J O O oz yu r � V rtua Review %ssist, In Plans R wiew Iloinoe e4 and a 1 0 for compli nce with the 020 IFBC 7 dit4 r by Deb a Anne ' K I ahr PX2209 N I �— o 0 0 0 0 N N 0 N N N N O N O (� oo�000 ' z O V) N '^ , W >co o r 0 N 0 C�i C)O st u7 C)Y (O zZ Qz w O W Ezz -- O WOO U U U Lo O >_ ono Z axa Lri = aMo = w HM N zo° W O z�0 >_ N Z U LL C_Z� Mz � OU 0 co Z z J UJ ►� N 0 `I� LAST PLOT DATE • May 8, 2023 z O 1ST & 2ND FLOOR PLAN A 36" LOW WALL 0 ENGINEER TRUSSES 1/2" D ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 STAIR SECTION 1 /2„ = 1 r-011 NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. RAILING ON OPPOSITE HEADROOM AT STAIRS TO BE 6'-8" MIN. WALL - PROVIDE BLOCKING AS REQUIRED STRUCTURAL LIVE LOAD @ STAIRS =40PSF. ------------- SEE SHEET ST FOR STAIR DETAILS 42" H. SLOPED 1. 10" LCNOSING LOW WALL io r- rn 2 ---� A3 (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION AND DETAILS d ° N\/\\ SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 f 10" r�1" NOSING RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER— / STAIR DETAIL 1 /4" = 1'-0" NnW A I LANDING 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 ST& 1�STn3 R/AP>AOC�H SIDE) CENT �� NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN w F- 0 z w w U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. K3 AWALL N. SPLICE DETAIL M O � N 0000 ' to O 00 4 Lo 4 W t' C I 2 w 0 z Q N E M c ti - U) N M O O au u a u ppM W� O LD)O Ll g N Q •N .c w V s? 00 E M a Lu W C� V oL v; WOLU H 1o< X<�~z� ooE- Q F aoX J�O�xwu O O t= 3wR9oZoEoomZZ 3 Z �W n.W(n W WU5xx< X- I W o Q<<0LJJ WZO�U�a ILL oW gHF- Yz Q Q oQ o 0 0¢ LL �QW i CD 0 Z N OW I- 1 z 0 I.—: or) O Q � M ILL Lq W IZ M CL T— QO Z U w� w Jo 0 JUL 21223` irtuallRevi6r Assist, nc. Plans evi w completed and appl e for comp anc with the 2020 FOC 70 Edi for De 3rf ble Klphr PX 300 N o N 0 0 0 0 C) a) O N N N N z 0 0- o 0 0 ' O NWooa000; Lo CV vi `a' to C6 i W VJ <Z O zw MO 4--+ W 0 O O U U) _U O U �zj Z ono aoa T� w �:Q Lr)= W r H2 Z)o N o SOU) W�� . Q O gWo z Z a U)z Z F� QU _0 F. m z A3 z z z w w-j N 0 O LAST PLOT DATE Z 0 ..I STAIR DETAILS _ � I S6 0 Bo O Zo o SIMPSON HTT4 FROM TRUSS TO BLOCK L SS I 30--0" I - I 30'-0" TRUSSES SET (GABLE N 1BLOCK BEATRING) FTF2 FLOOR FRAMING PLAN (ELEV A 1 /4If = 1'-011 CJ1 CJ3 CJ5 I M LO � U U U U U U I I I I II II II II I I II I� I I I 1 EJ7 i1 I I I I I I I I I I I I I I I I I I I I I I I I I U= 1015# A9G A7 II II DROPP d FLAT TOPS OF HIPS FORIFRAMING A5 (GIRDE OTDROPPED) I L--- -------------------------- --------------------------- Nz II II II ------------------------------ ---� I I I I --------------------------r---- ---�I I A3 BOTTOM CHORD CAN BE i REMOVED IN FIELD OVER Al AHU IF NEEDED (SEE ENG) II II I II IL_________ JI II II II II ---- I r-------------- L........ E A1A r7 II I n------------- II II II II I 3 L L I I r ----- — II I I IIC------------------------------ II t—t ------- ------------------- L ------ II Q II II II II II II II II II II II II II II II II II A2 II II II -------------------A4 ziir It I II II II II I� ---------------------------- ---------------- ---- I II I� A6 DROPPED FLAT TOPS OF I I HIPS FOR FRAMING tt I I A8 (GIRDER NOT DROPPED) I I I I I I I I Li U= 1329# A10G r-----------J L-- HTU26 I I B1 r_ 2-4- LU >24 I I B2 11 I �— — — 1 J II LU v 3241 I B3 ii Q I EJ7 u241 II NII I II B4G =l r 1'-8" 4'-8" L S241 CJ3 U U U I I _ L N 00 � S2 2 Ui CA Q& n U U 13'-8" 61-4" 10'-0" 30'-0" C� ROOF FRAMING PLAN (ELEV A 1 /T„ = 1'-0„ O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O2 A/C CHASE O3 AHU ABOVE O 22"x36" ATTIC ACCESS O STAIRS AREA 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS CJ1 CJ3 b ti CJ5 CJ5A CJ3Ar­ CJ1A LABELED END MARK TOTAL TRUSS QUANTITY=123 REFER TO ENG. PACK FOR CONNECTION CJ5 O CJ3 1- LID U CJ1 CO V-0 5/16" 2'-0" TYPICAL T SETBACK CORNER -SET LABELING AND SPACING 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. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES SHINGLE ROOF 51 12 HEEL= 4-1/16" A 0I__ PLUMB CUT — 2X4 12" TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASEL) ON 9'-4" A.F.F. SHINGLE ROOF 12 41 PLUMB CUT/ 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (SEE DETAIL IN ENG PACK FOR GRADE) �A 12 01 2X4 (2) 16D COMMON NAILS OR 0.128" X 3" GUN NAILS DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) 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. All hangers to be Simpson HTU25 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute SCSI—B1 recommendation 4) permanent X—bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer to BCSI—B1 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DEIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000 AND UPLIFTS OVER 1000--Ir' ARE SHOWN ON ENGINEERING. LOAD DESCRIPTION INIT. DATE R/01 NEW MODEL SLC 06/11/15 RA01 LC8 RDP 11/05/15 RE101 REV LOAD FOR ACCTG HMT 4113/16 RC01 UPDATED RE'S ARM 10/10/18 RC01 LC9 JTH RD01 CHANGED TO SIMPSON HANGERS JRH RE01 ADDED EXTRA VERT ON FLR'RUSSFS®EXTERIOR WALLS ARZ j3-13-18 RF01 Rayhangers,dropFG_s1/4'xv'dcant®garage rdg RG01 REVISEDLOADING ON FTG5 ARZ 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 AAROIUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2 /2551 / A ALT DESC: OTC LOT BLOCK DESIGNER PAGE SLC DATE 1 06 / 1 1 15 1 LAN# SCALE N317638L 1 4 "=1' ATTENTION! DON'T LIFT SINGLE TRUSSES MATH SPANS LONGER THAN 30' BV THE PEAK CONSULT SCSI -81 0,1 30' Span , sa 30 m 60' SPreeCe Bu 60 �g � . I, n I r i T tlna pan �PproR. Tt N_e ;pen MP,-1 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 sees truss this way. \ cM N 0 N < Ln O ao Ln w 2 0 p z ((A W (D to - W L. �O o U 00 m M L_ 2 Cj) Q LL g D ¢ V—/ U p . to ,i U LU00 QN E"s 7� V t` o .m ^ n (i LLI 7W Dui vi w0~ ~W t—Q _j xzv0 02 3g_ 0W�)__j0:XU_C) a H U ZQoo XL0zMO -¢ ��z°w°�°zQ U ZAwDpwwwV5x<oJO OdFwQwOwO zQ; gY¢LL Ow 0❑Z¢ ¢ LL¢ O H ¢LL O zw O� O M < U) 2U)LLti LLJ Ltd �cM a 00 Z U W w� �0 JCD OZ Virtu it Rc vieA Ass stl, I c. Plans Revi w c m l d* ppr for comptianci wit i the 202 1 FB 7th Edi by De ra Anne I lah I PX 300 N I I tl N N O 04 O O O O O 0 M N O N z 0 0 - 00 0 0� 1 0 NtY LO w � o � 0 N 0 M 0 4 0 � 0 O W Cl)z z ¢w O � w 00O 0 I(.) w U U (n O ::)z> oF-❑ Z acres Q ww� L 0I— Q N zo= . W <�U) � CD O zX N Q ga:0 X w" Z Wz Z ?� OU 0- _p W z z W J N 0 'T"- LAST PLOT DATE . May 8, 2023 Z 0 J FRAMING PLANS A 1 1 1 1 1> I _ 4 I I 04 - ip �C 10 2 LBS. EPS FOAM 1 1/2" 5 LJI V ♦V1 \L I L..f L_ 1 / 1 " = 1'-011 n " 04 0 2 LBS. EPS o FOAM 04 6 BRAC DETAIL l = -nif 7 2 LBS. EPS---,, FOAM 0 (V 4" 4" 4" tEi 1" 1'-4" if = 1 1-nii, NORIO', loll ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL ROOF FINISH PER ELEVATION ROOF SHEATHING 12 15 MANUFACTURED ROOF TRUSS MTL DRIP EDGE p 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 9 SOFFIT DETAIL 4 —1- 2" C 7"X1" THICK SMOOTH STUCCO BAND 2 4"X1" THICK SMOOTH 4" STUCCO BAND —__ 10 I/a;, , �„ n� 12" X 1 1/4" THICK SMOOTH STUCCO BAND (V H�� 3 1/2" SMOOTH STUCCO FINISH PERMA WRAP COLUMN OR EQUAL 1" 1" 4" SMOOTH STUCCO FINISH a " SMOOTH STUCCO OVER CMU 1-4- 2' 2" Z4 5/8" SMOOTH STUCCO OVER CMU ELEV AT 0'-0" FIRST FLOOR FF -5/8" STUCCO OVER CMU 4" STUCCO BAND GARAGE DOOR 1'-0" 2"X2" THICK PAINTED RAISED TRIM BAND (V 6"X1" THICK PAINTED ZD RAISED TRIM BAND 5/8" STUCCO OVER i4 CMU 1 04 12 'VA" � � ,� ELEV AT 0'-0" FIRST FLOOR IF ASSUM D �_l IV, 7"X2" THICK PAINTED RAISED TRIM BAND 6"X2" PAINTED RAISED TRIM BAND DRIP "V" SCREED, z 1­_ BAT AND BOTTOM OF 5 I A5 V-4" 1 i 5'-6" MID -WALL WEEP SCREED, TYP.� 7/8" STUCCO OVER FRAME A/C UNIT AND PAD ININININIMINI FRONT ELEVATION A 1 /411 = 1'-011 SHINGLE ROOF REAR ELEVATION A SHINGLE ROOF 7 A5 12 15 NEON MEMO OMEN IMEMON 1,100001 ME ELEV AT 18'-0" r T.O.P. ELEV AT 10'-0" 2ND FLOOR FF _//_ ELEV AT 8'-8" —MID-WALL T.O.M. WEEP SCREED TYP. —5/8" STUCCO ON CMU ELEV AT 0'-0" 1ST FLOOR FF ELEV AT 18'-0" T.O.P. STUCCO OVER FRAME 5 CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" ` T.O. M. 1\'_ SHINGLE ROOF I I I I I I 11 I I A5 - _ - ELEV AT U-0" 1ST FLOOR FF L 1 /811 1 1-011 4' OFF RIDGE VENT ]I Till IITI ITISHINGLEHII �5 A5 16'-4" ROOF IL 11litO _ ELEV AT 18'-0" 0 1'-0"77 T.O.P. - o CASING `V BEAD W/C.J. MC.J. z _C.J. ELEV AT 10'-0" WEEPS 12 7/8" STUCCO OVER 4 � OVER 0 _j w 2ND FLOOR FF w FLASHING FRAME N = N -- - - - - - - - - - J Irf 12 ELEV AT 8'-8" T.O.M. \__MID -WALL 4' OFF RIDGE WEEP �-5/8" 2'-0" C UNIT VENT AND PAD 3'-0" SCREED ao ON STUCCO TYP. ELEV AT 0'-0" 1 ST FLOOR FF RIGHT ELEVATION A 3 1 /811= 11-011 �z U_� SLOPE Oz OZ SLOPE E5:12 ;;T> v> 5:12-0 4' OFF RIDGE VENT 12 8 SHINGLE -75 A5 ROOF _ - ELEV AT 18'-0" T.O.P. 7/8" STUCCO C.J.C.J. J = J. ELEV AT 10'-0" OVER * o w* 3'-0" 2ND FLOOR FF w _ - -FRAME - - - N - - - - - - - - 0 a- L ELEV AT 8'-8" N DRIP "V" T.O.M. It MID -WALL WEEP SCREED TYP. SCREE b 2 -0 STUCCO ON CMU LO—P-E SLOPE p ELEV AT 0'-0" 5 :12 5.12 1 ST FLOOR FF SLOPE 5.12 CLEFT ELEVATION A PROOF PLAN A 1 /811 = 1 '-011 1 /819 = 1'-011 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1697 SQ FT VENTILATION REQUIRED = 815 SQ IN VENTILATION PROVIDED AT RIDGE = 407 SQ IN VENTILATION PROVIDED AT SOFFIT =1218 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. ' OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION " LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT cM N 00 f r-.1 L0 oo - � o w It 0 z (A �LOF E 0 _W LEE' co V) cy) T� coLin U -0 M A, z M Y/ � o 2 8 5L�s oQ �= �^N` U a, EEC a w a W U LEEp �� a CAI) LU LU w �W W J W 2 O_ O H � D_' Z x Z X0�__jWO�Ir0LLU00LL V JO ��O��xOwp�m0=¢¢ t!) z (� O O _j('C�Zyc)zz OWoca W O Z IL ¢� WO�I¢H � W 620 < OW o 0 0¢Z� �¢LL f O Z N O� �F-cO Q w M � 2 � ti F— CK M 00 Z U ~ W W J� O J 120 3 Virtu it Review Ass st, I Plans Revi cc mpl tod n pp for compliant with the 262 B 7th E ol� by Del ra Anne l(lahi PX 300 N I N N N CN o N 1� 0 N - N M N M N 0 N N M O N N N I ' z 0 Nw L> o 0 N 0 m 0 '-T 0 to 0 f0 l 1 zZ ¢ z w O � O W U 000 006) Lo ::)z5; 0�0 O Z H a�a QTEEEEEEI= w=¢ 0 Lf) (� m F- N O SOU) W QF_� ■ ■ Q m32 NU gfrOf wu Z az Q �z H� O O� ar z Q z Z w W J N N 0 LAST PLOT DATE • May 8, 2023 O EXTERIOR J ELEVATIONS & ROOF PLAN A d _ I W, ELEC METER FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B 1 /4„ = 1 1 -011 A/C DISCONNECT WP GFI 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 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER 10 #15 copper to lights & outlets NEMA 1 00 200 AM P #12 copper to 20 amp ckts 00 #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH — DOORJAMB DUPLEX OUTLET TRIM o 0 BASE 4. NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz SC—'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 1HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET -& SWITCH AT 36" 6 3 WAY SW!TCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER --0 DIMMER SWITCH AT 36" 1� PUSH-BUTTON DOORBELL {A}- CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER -�- SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE USEDIF C 50W PAR30 NFL 6" WHITE BAFFLE APPROVED BY 0 50W MR16 4" LOW VOLTAGE OWNER 0 50W PAR20 NFL 4" MINI ROUND RECESS 00 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH Cos COMBINATION CARBON MONOIXED DETECTOR/ 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"CLG MNT WRAPPED FLUOR LIGHT 5724:R 24" VANITY LIGHTING Fru; 36 -;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION �iJ ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR 1EM A/C REGISTER OT THERMOSTAT On 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 O LO W L U co 0 V -O -0— 2 M ro' O 2 g MIME o=S ° ¢ 'Ln U s tz° } U w Q� W L. cp E00 5 CL a V, LLJw� W C7Lu 0 C!j w 0 H w � w2F 0 ¢LLI M¢ Lu0-jO¢GwU0OLL _j0 H U LL -Z-jQ Qd0JZ LL 0H¢ O C)wof 2Z0x00mZ¢ �U ILL Z Qcn�wapwginHwwzO�¢�OW�w aLu ZXQ o 0Q¢0 p�a. LL LL i O O Z04 w O� M O F- Q W M l ti F—lzM CL <U<00 Z F- w W J O O d0' U�l 2 1 2023 trtuz l ie i idw AJsi t. 1 Plans I evieN co pl led nd ed for compli incewitt the 202 FB 7th Edit n h De ra6A np lath PX2 00 N 0 0 0 0 0 0 co CO O> O a CD O N P N I N Z 0 CD c- o 0 o I O W N � o � 0 N 0 CM 0 4 0 66 o i zz W vJ ¢w 000 0 wU U (/) Lo ^ i1 F— O z)zj_ Or< Z airy = w=a mom I.- N O zo= ■ ■ W IZ U) mg. zw0 >- N z U LL gZLL ■ �z � OU 12 M0 W ZA6.1'1 WC) NC) LAST PLOT DATE • May 8, 2023 z 0 1ST FLOOR '= ELECTRICAL PLAN CV FD 6'-5" BEDROOM #4 5'4' \ _ =. BEDROOM #5 V CS F � 4EDRO M s #3 II zo OO 1'-7" BATHROOM f #2 GFI A - o iAHU /\ OS LIGHT AND SWITCH IN TTIC T-9" GF& LAUNDRY �0 / ' in F LOFT SSdb -- -- i 3 --- - BEDROOM \ #6 Vos I GFI ------ GFI ------ / OWNERS BATHROOM To 1ST GFI FLR ELEC I I 6 -7 � I OWNERS BEDROOM SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS) 1 /4" = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE. 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE, 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LfVING 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. ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° DOORJAMB DUPLEX OUTLET TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz k SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �}. TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET b— SWITCH AT 36" - 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" .0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" —{] PUSH-BUTTON DOORBELL -�- CLG MNT LT FIXTURE {} CLG MNT PREWIRE - FIXTURE BY OWNER -}- SURFACE MNT FIXTURE - WALL MNT FIXTURE NOTE: 0 TUB/SHOWER A6"ROUND OPALEX - ALTERNATE CANS MAY BE 40 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 0, 50W MR16 4" LOW VOLTAGE IOWNER 08 50W PAR20 NFL 4" MINI ROUND RECESS 00 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL {} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ SS SMOKE DETECTOR C SMOKE DETECTOR °U-182 UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP c D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT ® 48"CLG MNT WRAPPED FLUOR LIGHT 5724:;g 24" VANITY LIGHTING 97-F 36 :;;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION 119:3 ELEC PANEL VACUM OUTLET AT 12" F4CEILING RETURN AIR EM A/C REGISTER TT THERMOSTAT On 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. 0^` N L0 W L C 0 u in O �o� u a M O O u o iu Q • N w L _N TN 0Ec m v 0 0a �o W ow w0F_ I-Q G= x¢~zx W Q QUZa0JLL u0i(D X:) 0 -O0Q�O 0 ZU--z_- ggzoofoomzz�o 0 ou) <nwawin ww��0:¢'�� w w O U) Z -J w<W<~ziWOOw0pQ ¢ oCr o D o¢Z ,-¢ o O Z W O� > (n O �WCMO 0-U)LLd' QWQ� F-WD..M_ 00 Q Q Z U F- W W 0 O UL 2 121123 Vi tual Rv eu� sdis , in. Plans R viewco plet d a d a pro for complia ice With he 2020 BC th �o by ebr qn a p h[ X23 0 N O o O O 0 N 0 M 0 N I� 0 N N M N M N N O CD — CD — O N N O a N I N Z 0 o r- o 0 0 ; ' O N W000000l �j � N M 4 6 6 00 N � z ¢Z O W ZW �00 0 c) U � Lo O oLUO Q z a�a ^ LW I = W m�tW N ot zoo . W <~� (.0Q O ZWO %. _ N Z z a- Tz � OU MM0 W z a! Z w W J N 0 LAST PLOT DATE • May 8, 2023 O 2ND FLOOR J ELECTRICAL PLAN ABKL&M I I til I , I , NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCACIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL CCMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1 524MM) 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(61 OMM) 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 5AND 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 MIM) 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 MIM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 IMM) OR MORE ABOVE GRADE, 1\ ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAQ 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 CONSTRUCTION: 1, 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE PEQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5fTMS 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 TOPCHORD: 15 PSIF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2� 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W1 LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4,1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 145 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksj 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. MODULES OF CONCRETETYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALLCONSISTOF 1" MAXIMUM AGGREGATE CONCRETE MIXWITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 1.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPIF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. AND TIE DOWNS: -FASTENERS 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 �XTERIOR 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'S 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 STEELERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557 02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s grinkler systems includin mll risers and spray hea s shall not be installed wi hin V-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 rmanent metal or plastic forms. Permanent forms must oe P91 eliminate the disturbance of soil after the initial treatment. of a size and depth that", 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 - Cjncrete overpoQr and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of c=liance must be issued to the build Adepartment by a licensed pest control company efore a certificate of occupancy will e issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS INDOWS AND DOORS CONSTRUCTION 145 MPH + 29.85 PSF 32.38 PSF (INTERIOR) U.N.O. TYPE: 5B + 29.85 PSF/ - 39.97 PSF (END) U.N.O. GARAGE DOORS (V = 145 MPH) SINGLE 9x7 + 26.28 PSF / - 31.49 PSF DOUBLE 160 + 25.17 PSF / - 28.78 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS'BUILDING METHODS, AND THESE SIGNED AND SEA -LED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DESIGN STYLES ARCHITECTURE, 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 Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLAT!ON. 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. co N N A S, 4 LO 0 00 LO tz: k, < W 4�4 0 LU Z a) LO E > 0 0 Z 0 U 0 CV) CO co V) �i :) 0 23 t 10 U -0-0- 2 ,,, E -= 2 'o :D 0 2 8 0 0 < < V) U LU c 70 00 E 0 000 C3 CL LU LU 0 W Ld 17� Lu 0 uj Lu -1 LU 2 -0 uj �-:< X M:� wg�zw Z 0 < < 0 0 W =) 0 cc LL Q 0 LL Of < < 0 <ax-cf)w OZ20-ii.- =, 0§Z--0R00,-00M Z) cy 0 F- 0 Ou)w 2Z Z =) L) Lu uj Lu LU V5 Q� 0� (1) CL>1j)ujC)PZu_0<00f_j _j 0 Z U, 0 U) 0 LL Z DO Z < I- EL < < < 0 uj Z < LL < 0 < LL 0 0 Z C14 W 2 I-_ S2 z) > U) 0 (00 co p <C0 rl%- %0.4 U� _j 0- U) 't LL 2 U) I r-, < W < Lq co 00 < >- < Z C) Z W _j Q 0 CD JUL 2 12023 Virtuai F eview A� sist, Inc. Plans Review om[ lete Jan( ap roved for compliance Mth thel2fl F iq 7 h Eldiion Ion by Debra Am hr P171-0 I 0 04 0 C-4 C) C-4 C14 C� Q CV) 00 0 a) CD a - C14 0 0 U-) U, > C) (D C� C) C'i a 4 U") q1t I 00 ZI­- U0, <Z LLI C) W Z in Z Z coo 0 LU ()0(j) Lo -0 0 Z OLLIC or< -0 Z W - CL < LU of < W Lr) r LU r F- im i:-_ Lu Lr) 0 F- F_ 2 �E0::) 0 Z n:c W 0 ZWO >_ 04 0 <Ujx J LL Z S e. Z Z CL Z LJ) < =2 F- 0 < _j 0 0 03 Z SNO X Z Z LU LU _j > LAST PLOT DATE Z 0 STRUCTURAL _j DETAILS THIS DETAIL ONLY ;EFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. VJAL� SHEATHING METAL LATH X o- 16GAA-1�2" LONG (3!4"-l" CROWNi STAPLES �!�) 6" O�C. VERT BETWEEN �11AXJ l6GAx1-1,'_` LONG (3.14�-1` CRG�NN� STAPLES �i�6 6" STUDS (NOTED THUS:— OFPSET 0', STAPLES BETWEEN S7UDSAS SHOWN VERT INTO STUDS OTEDTHUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3.4" V-0` *DETA1 EXCEEDS THE REQUiREMEN7S FOR F5CR 7031.7.1 L�,�,TH' "ONLY APPLIES 70 LENNAR TPAJAX­ 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 CONT!NUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1 063 & ASTM C1861. 101-011 TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 0 51-01. 'd b 1,r 11-011 1 STUB -OUT FOR Ir LO GAS METER 0 -------- a 0 9 C 0 • 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" @ 16-1 O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9'l (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. 6A (2) 16d TOENAILS 2" X 6' 5z 24" O.C. 8 (2) 16d TOENAILS 2" X 8" @ 24" O.C. -01, (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 TOEUNAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). .*So T HERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE (3-1 . . . . . . . . . . . . . . . . . . . . . . . . . ... . . + 4 . . . . . . . . . 2CD . . . . . . . . . . . . . . + + . . . . . . . . . . .. �0' I . . . . . . . . . . . . . ... . . + 4 . . . . . . . . . . . . . . . . . . . . . . . . + + + + + + 4 + 1-01, (TYP,) _0" (TYP) + + 4--0" + 4'-0" + 4 + + + + + + + + + + + + + + + + + + 4 + + UJ _j + + . . + . . + + 15132" CDX co < + -4 + + PLYWOOD OR + + + 7/16" OSB + + + + + + . . . . . . + + + + + + + 4 + + + + - + c: . + Z++ . . . . . . . +L + ++ + + + + + + + . . . . . . . + + + + + + + + + 4- 4- 4- 4- ++ + + + + + + + + —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. & 8d RING SHANK NAILS @ 6" O.C. EDGES & . . . 4'O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 -3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: f�O �8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist Backer Block S I . enes Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2x + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 I wood panels 2 x + 5/8" or 3/4" wood panel 1 1 902.0 2x lumber I — Double 2 x lumber — FILL CELL---� STD. 90' HOOK BOND BEAM CONT. # BAR #5 CONT. FROM FOUNDAT TO HIGHE BOND BE) 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 AN[ SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW Ablock FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid all post, from Solid block all posts from" STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min ' ) Small gap 2" min. 2" max. 4" max. Clinch nails when I possib a 1) Support back of web during nailing to prevent damage to web -flange connection. ZI IZI 2) Block solid between joists for full length of span. Tight fit --t1l 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 2" min, 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. 16" , 6-16 OF THE JOIST ASA REQU [RED LEAVI NG Y8" GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor coh 1­1� N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 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.- 0, consideration. Check local building --- T1/16" code for appropridte details in One 10d box areas=20 of high or�20 sinler lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVIL or Glulam Beam 0 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONS (Not required if both IoE Filler 1/8" gap Boise Joist Blocking ih;P.1" (10d) n;;ilqqt R" n r 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.* Luo ' 'oc QY,-' Provide adequate bearing for each lapped joist. Use 10&3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Od nails require additional consideration. SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) D (see table below) 0E e-4 BE CUT ANYWHERE IN CANTILEV LARGER THAN 1Y2" A %" ROUND HOLE MAY 6" 1 6" ER DO NOT CUT HOLES THE WEB. PROVIDE AT 11­­ 1IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2" Round Hole Diameter (in) 2 3 4 5 6 7 8 8�875 10 11 12 13 Rectangulai Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Sr an (ft) 8 V-0" V-1" V-2" V-2" V-3" V-3" 1'-7" V-11" 2'4" 2'-9" 3*-2" 31-7" 12 V-0" V-1 " V-2" V-2" V-3" V-9" 2'-4- 2'-11" 3'-7" 4'-2" 4'-9" 5'4" 16 V-0" V- 1 " V-2" V-2" V-7" 2'-5" 3'-21 " 3--10" 4'-9" I 5'-7" 6'-4" 7'-2" 20 V-0- 1'- 1 " 1 V-2" V-2" 17-0" 3'-O'l 4'-0" 1"16--11"IT-11" 81-111, ��l 'r-3" 1 51-1101, 7'-2" 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 1)/2" 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. Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate BCI 5100s� 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8 14" 2-8d 5-8d BCI 6000se BCI 6500s(v 9-1/2" 11-7—/8- 2.8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d F 16" 2-8d 6-8d BCI 60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s@ 11 -7/8" 3-16d 3-16d 14" 5-16d 5-16d d 6-16d SIMPS( W/ (22) NAILS I 5/8"0 THRU BOLT SIMPS( W/ (22) NAILS 1 R TRUSS 'OP PLATE J.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY )IFFASTENERS TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide I -Joist can be offset 13/4" minimum bearing for each. up to 3" to avoid vertical plumbing E 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 1 Od nails. ��Qnstall tight to.top flange, Joist hanqer Nail with Filler block. 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /l/4"-2" gap—= Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with tc top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffne - as Web stiffeners are not required when top required if %nger flange is laterally supported by joist hanger. doesn't meet height requirements .17. 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE TH RU STEM-/ SEE PLAN FOR--' FOUNDATION INFO STEM FOUNDATION GRADE — REINF. SEE PLAN 4 * 4 I IT, I fT--1 1-1-1 1771 1 - /-VU LINIAor- 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A xll w/ (18) 1 Od 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 PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW GRADE PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" PENETRATION—\ CENTERED @ PIPE PLUMBING LINE I------------- ---------- - --------- ---------------- 4' A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' _0" PVC OR SCH40 SLEEVE CENTER ED @ PIPE PENETRATION PLUMBING LINE 7;a— 1 F�__ 4 TO . ... — — A<. * * /./ I 4 -: = 4 01LUIVE-11 r SEE FND. PLN. SIZE & REINF. CV) C14 CN LO 00 LO LU 0 LU z (A Q) LO E 0 .> = 0 U C) cy) 6 =V cv) co V) cli D 4__ .4. 01 V) U D 0 &01 co -0 -0- co E '= M 0 2 U- r� < < .g):E U0 .2 6 0 U-i U 00 E 6n C) 70 a a) a 0 4 LU LU 0 W Ld (6 W 0 LU,- W W2_0 �- �< W 0� � - z W z W 0 2 < < < �e 0 X =) _J 0 X LL 0 0 LL _J 0 < Q — 3: 0 <0X_JU)Qf 0 00 -JP D 0<zU_U__z2_JC)�- < F- 0 0 0U)XW0z0X00Mzz I U U) W CL W 75 Lu LU L, 7) 'If of < , _J 0 CL > z te 0 -- z - 0 0 of ICL U) 0 z _J 1 1 0 W K Lu Z Q 0 a. < 23 2 0 < ul ILL 0 ui < 0 of 0 z g < 0 < U_ LL 0 0 z N W 14 > C/) q (D C:) I.._: CV) z U) _J U) LL C/) z < UJ U? oo < Z z LU W _J 0 (0 Nt A IL .? M 3 Virtu I R is , Plans RevieW con ip et ai d al prm e for compliance,Nith :he 2020 :BC 7th Editi by Debm An ie Klahr I I I lX2310 I CN T� 0 (N 0 N C) cN - 04 co C) 0) 0 0 - C*4 0 1 z 0 co Of C) C) 0 CD U') LO > C,,i C-i 4 ql- W Z < Z LU C) z U) 4-111 0) 0 U.J a z d-- UJOO C) 0 Fn U") -0 0 OZ5; 13 LU 0 z W T— < T__q Ln W MW C3 F_ 1-- 1.- 2 0=)O ZOM LLJ >_ M: U) < l­- D 2 0 2 § 2 z0fo < <UJW I LL z z z z < z SN1 < z z LLJ UJ _J rl- 0 > LAST PLOT DATE 4-1 z 0 STRUCTURAL .i DETAILS (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV LINDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV LINDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD ,//-TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHEID.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER //,--SHINGLE ROOF 7/16" 0 ' S ' B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES4--� INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH LUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM S HEET ABOVE) W/DRYWALL E 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION R CHART ON F R 8" C.M.U. TYPICAL PLAN 1x2 P.T, HO I NT L TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL INISH 1x2 PT WD FURRING @ 24" O.C.-/ 7 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD Z. u- MIN. 2500 PSI CONIC. SLAB UJI MIN PSI MAY VARY PERi MUNICIPALITY. M 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE 00 co ILI r�: 6 MIL VAPOR .. . C? - ;� ;m- =1 I ; ­�� 4 BARRIER : I I I-= / c, COMP. SOIL. 41 11 (COMPACTED TOD 95% / 11 " I IIIEE1112 I I E", \-NOTE: EXTEND DECO FINISH MODIFIED PROCTOR—/. 4" to 6" BELOW GRADE ASTM D 1557) 'ONT. 3" , MIN, C R. (2) #5 REBAR C ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" \ �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB O.H.D. RECESS PAVERS--\ 'T -71 - ;& 4 4 T S E E A/S 3 OR J/S 6 _L1771 1! -11--1 Ij-11 IT FOR REINF. INFO. 3" MIN. CLEARANCE V. 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V18" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. 0? 2x #2 SPF STUDS - @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-\ (2) #5 CONT. ON 3" CHAIRS (TYP.) 2x BLOCKING HOPIZONTALLY@ INTERVALS NOT EXCEEDING 10-4- (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE x 6 W1.4 x W1.4 WWF OR FIBERMESH A TE, pil Mf - '41 �111�1 pill rR 17, 9 1 8" 1 ­1 w ' ' ­L ... 81 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT KG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLTINFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 1 Od NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" A. F. ;F7. E /AI A 4 A. �A A 4 q .4 A ELEV. 4-3 1/2" . . .. v . . . V. 4 .4 1$1-0 4 A.F.F. 5 2x4 CONT. u- A -1 4 4 GARAGE DEPTH VARIES .4 A GARAGE SLAB AT STEP B� SCALE: 3/4"=V-0" S3 ) 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR V8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS -------2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B.. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) INDICATED ON THE PLAN. ATTACH SHEATHING W1 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" C.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 1 Od NAILS 5/8"' x 10" "J" BOLT @ 24" 0 * C ' W/ 2-0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 21' WWF OR FIBERMESH 3 1/2" M IN. I a I Ittl I If''31 1/2"(min.) 4" 00 3 1/2"(min), - 4 (2) #5 CONT. III HIM II IIII 4' 11-411 8" U.N.O. MIN. TYPICAL BEARING WALL 0) STEP r@ SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 700/16" PLATE WASHER (TYP.) - (ALT: 1/2"x`12" TITEN HID @ 24" O.C. OR 518"x10'WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" -TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. ---2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. ,,.--2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) ,---4NSULATION PER CHART ON FLOOR PLAN -0IKA0CnK1 001 ­1 1A 4A I IF NOTED, THIS REFERS TO THE U 11M LO STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE INCLUDE THE WALL /6 x 6 W1.4 x W1.4 211 W ATTACHMENTS WF OR FIBERMESH 3 1/2" MIN. 1/2 z: 1=1 I 1=1 I I- "(min 4" 'r, 1 1-11 I I 1E I F-, 3 1/2"(min) - 4" (2) #5 CONT. U.N.O. MIN. TYPICAL BEARING WALL @_STEP rcc SCALE: 3/4"=V-0" �,!�3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. ST IDS 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. - 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS, 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 cli I // LAYERS W1 TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. (cD K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X FIT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH . //� WEEP SCREED INSTALLED 1 :1 � � I BAR 2x P.T. LATE 11'&,t&x1 "- ASSUMED FINISHED . . . . . . . PER MFR INSTRUCTIONS OR #4 REINFORCING BAR �GRADE E 2� #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi cl) 0 FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fv= 60ksil 00 Y: 6 MIL VAPOR I 1 1- \ Ft L C9 R 17/8" 1A.A 0 !�2 #5 REINFORCING BAR #5 LAP SPLICE IEE I E III -'E .0 M11 L L 36" MIN. LAP [36" MIN. LAP] UVIVIr. OVIL. k�,UIVWMI­ I r-U I U 95% MODIFIED PROCTOR ASTM D1557) IEE - - I I E 16,1 '1 MM16''i 'I M�i � RM,,1'1 @Mi I 1=1' - 4" 1-4- L � 31 T1 T -11 T -11 1-11 1 - rr-j I IT7111710 '-I' FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �K SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"­\ GRADE 00 LEE] I I�Hi I r"Ei I ��d I EE�I I I M71� �5 REBAR w/ OPT. Ell .. 111 1 IF- I I I, ffl[.1 I q 11. . � 4 ­ `SCREEN ENCLOSURE III: M 17-- MIN. TYPICAL THICKENED SLAB EDGE C-L SCALE: 3/4"=V-0" � S3 BLOCK WALL BEYOND EXPANSION JOINT - 13" T0 H D RECESS 04 4 0? 7EI 11-11 SEEA/S30RJIS6---- -IL1:T`T-I�j1T-j-,LL[Tj, FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BID. P.T. 2x 2", HOLD GYP. BID. 1/2" FROM SLAB 0101, CONT. BEAD SEALANT < INTERIOR .4" 'ONCRETE NAILS W 1 112, !MBEDMENT @ 12" O.C. ;TAGGERED, FROM BOTTOM 'LATE TO CONCRETE 01N. SHEAR 180# MIN, 'ENSION 120#) CONCRETE SLAB'--- 0? E -T T 6 MIL BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U * N , 0 W1 DRYWALL SCREWS @ 8110.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT x 6 W1.4 x W1.4 WWF OR FIBERMESH cl) K S3 0 11:11: AN � Oil NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) vv' " u' 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM T END OF 2" x PLATE W 5 U) W Lu 6 U) ;F10 LAI' 6FLICE REBAR DETAILS rF SCALE: N.T.S. FRAME -DOWN FALSE BEAM w/ (3) EE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM 'IV & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & r'.nMKjPr'TInM INIZO -Z' T. I ATE 7/16" D.S.B. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING 0 SCHEDULE cr * W SEE PLAN FOR STRUCTURAL Lu COLUMN SIZE AND BASE z5 LU LLJ CONNECTION INFO. U0 Cr-r'l IDC ') A D T DTKA DI ATC A . . SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-� COMMUNITY SPECS SCALE: 3/4"=V-0" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W1 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH (2) #5 CONT.-I I --I U. 11-11111 1 [��.I I I I I- ON 3" CHAIRS (TYP.) 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT SCALE: 3/4"=V-0" �3 1 1/2" RECESS FOR VAHlt:Zj 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH d 4 E SEE A/S3/J/S6 il I... I "118" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 0 S.G.D. SCALE: 3/4"=V-0" \"S 3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT, FOOTING STEEL-\ MAT REINFORCING. z 00 � 4- A UJI A . . .0 4 40 1 1 1 uj 1-- Lu Z:) a. Lu 0 LU j UJ co z 01� 1117 cn 7111: 1 -111 :<:I�FOOTING 'AD REINFORCEMENT-7' .1 - 11-' BEYOND 3" MIN. CLEARANCE SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL //'N SCALE: N.T.S. \,,,13� cv) N CD 04 00 LO co LO �-3 uj 0 Lu z (D LO E > C) 0 *" -0 C, u cy) cy) C) c�) CO C: E Q :D 0 2 § 6 M:8 R < :E U -4R < 0 u Lu c j -cN c (D 00 E c" 0 �; CL uj W Lu 0 0 LU LU Lu 7 0 F- < X 2 -j cl� z W- X Of) 2 -j < 0 < , L) oo, -j 0z < < cy X -j cn 0� 0 2 M 0 0 1.- < I- - 'a ow zo , R 0 0 -,jo 0 z <0 0 0 U) Q<f 0 3: U) uj W - z Lu 05 CC Z =) >. :i CL U) Li Lu �- z ILL Of < 0 CL 0 a. > z y 0 0 0 z -j z -j W z < � < 0 LL1 Q CL < LL 0 Lu 0 ir 8 =) z < 0 LL LL 0 0 z (N U-) > U) q (0 c:) cy) c) C/) (y) I'- LO -i LL- C/) 11%4-' z < Lu < LO cyi 00 < Z F- z W Lu 0 C) (0 JUL 2 1 201 V rtua lleviel,`l Akt, In'_ Plans R �view coripie ed aid approwed for cornpli� nce with the 1020 F8C 7th I d0i by Debra �n ie,. K a4r )X2309 0 CN CD 04 C14 04 0 0 0 0 CN 35 C) M 0 C) - 04 0 1 1 1 0 q c� q U,0) L0 qlzl" > I co Z UCT, < Z LLJ C) 05 0 Lu z z 000 W - (-) 0 cn Lo 0 z)z5; 0 LLJ 0 z < d- Lu LU Ln W IF M Lu Ln (D 11711-4 ZOM W a_ D (0 0 ZWO >- 04 < 0 <Luof J ILL z z z z a)< 000- F- 00 z z z LLI W C-4 0 > LAST PLOT DATE z 0 STRUCTURAL . j DETAILS - MONO I I Fill" 111 11 11 1, 1 1 1 1 1 1 1 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 2x8 WALL BEYOND SEE PLAN FOR HEADER /-(2) 2x HEADER TO SIT CONNECTION FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE -1-----2x DEADWOOD@ MID POINT w/ (3) 12d zz TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIE' O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. � �4 12 SEE ELEV. Z�JTYP) SIMPSON SP2 W/ (12) 1 Od NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 1 Od NAILS AT EACH STUD 2x P.T, PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S,P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 1 Od TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ k3) 10d NAILS,.P� 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 W1 DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT SCALE: N.T.S. �4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK-OUT--- ),5 NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 , FOR CONCRETE PLACEMENT 7 WAIIIII?z MIN milli BOB NMI Milli MINE OEM MEN Milli liiim NMI Milli OEM MEN NOR I MINE NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. T VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. ()OF TRUSS 03 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) (�) OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. E-------- \ 01 11011 0NEENEEMENE E 01. E rno MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE SCALE: N.T.S. FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. "�POURED CONCRETE BASE FOR BOTTOM OF�M�OUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 12 (TYP.) SEE ELEV, 7 5/81, 8" 7 5/8" 8" 7 5/8" 8" 1 1 1 1 1 SOLID AREAS ARE SOLID AREAS ARE STEEL AND GROUT STEEL AND GROUT F INTERIOR FULL 8 8 1 6 BLOCK SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER___-_--_'0-_---_1 x x SIMPSON SP2 w/ (12) 10d WALL NAILS AT EACH STUD -61-1 DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING Ct DOOR OPENING -DOOR OPENING I CRICKET AS 1-01 11 om-i UMJ FASTENED TO TRUSSES WITH 8d IM] I IM I REQUIRED F COMMON WIRE NAILS @ 4" O/C EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T WALL O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 1STCOURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 W1 (8) 10dX1 1/2" COURSEBELOW. EVERY THIRD ORD) COURSE THE 11" DOORJAMB WALLIS TO BE NAILS AT EA. TRUSS VERTICAL WEB " EMBEDMENT A-'� WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, (24" O.C. MAX) W/ MIN. 4 1 - IN KO BLOCK AT EA. STUD MAIN SPAN ROOFTRUSS MASONRYLAYOUT rD MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. 1\ �4 AND FILLED W/ GROUT 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE -BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. FLOOR. ALL J SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. . :. *<. _. -_ WALL PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE A'I 4 A THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 4 PSPN516Z W/ (12) 16d NAILS DOOR STOP MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF GARAGE 4,9,, SPLICE STAGGERED DOOR J-BOLT TRACK BRACKET W/MOU TING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR B UCK � �K SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9'- 16' (3) (4) (2) (4) 2)LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 wl (6) (2) 2x HEADER SEE PLAN 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR �S4) INTERIOR HEADER: 2x6 WALL, USE SP8 \_(1) 2x SILL PLATE W1 (2) FOR 2x8 WALL) 12d TOENAILS 10d NAILS @ 8' BOX HEADER ONLY EXTERIOR HEADERS: O/C TYP. (1) 2x SILL PLATE W1 (2) 12d TOENAILS DOUBLE 2x OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O. LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE '--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A il�_ /8"x10""J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION /-2. P fl\ 11 \-SIMPSON SP4 1 Od @ 8" O/C ATTACH ALL -j Q,,) EXTERIOR STUDS W/ IA� 16d TOENAILS T076PPLATE NOTE: BOTTOM SPLIC) PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. ��4� F= 2240 LBS SIMPSON SIMPSON SP4 SP2 I IU INTO TRANSOM TRANSOM FRAMING INING FRAMING P.T. SEE SECTION AA/S1 S1 -ATE AND BB/Sl FOR ADDITIONAL DE TAILS SIMPSON SIMPSON SIMPSON RECESS SP4 V SP4 LINTEL SIMPSON SIMPSON SP4 SP2 \-NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS SIMPSON — Spi SIMPSON SP4 ON�RECESS SIMPS LINTEL SP4 4 1 R_ I 2X8 13. 1. 130 1 1 OM PLATE I I 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) LTRUSS BOTTOM CHORD OR 2x4 BLOCKING W1 2-16d TOE NAILS (a EACH END LU U) 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR _1VEQUAL TO TRUSS BOTTOM _ CHORD OR BLOCKING 2x STUD @ 24" V O.C. MAX. ROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. I STAGGERED FROM BOT. SEE A/S3 FOR �\ PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL le'o'�j SCALE: N.T.S. �' �4 SIMPSON SP4 --2X TOP PLATE OVERLAPPING 2X8 P.T. BOTTOM P�ATE I— \-5/8"x10""J" BOLT@ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3(5645#SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R. & NUT OXIED A.T.R. & NUT ROOFTRUSSABOVE 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"XIO" J-BOLTS @ 2'-0" O.C. -MASONRY WALL SIMPSON C SP4 1 Od NAILS @ 4" O.C. 10d NAILS @ 6 STAGGERED A STAGGERED 9TRANSOM FRAMING 0 0 N 6 BEYOND, PLYWOOD FASTENED TO TRUSSES ---,,,---"—WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 rE SHEATHING & 8" O/C FIELD '\ �4 B L: * SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE .—PLYWOOD SP8 FOR 2x8 WALL) I SHEATHING 9 SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW o_,_5/8"X10"J-BOLTS@24"O.C. MAX (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY __S_4 SCALE: N.T.S. C14 N �0_ �k LO A, UJI 2 1: i, ; , .- 0 0 � - .. UJI z < V) a) LO E 0 C' 0 .> -00 U Cn M 00 0 M t C�) U E om C: 0 2 8 M: 8 R < r� 0)0- .0 U do a) < : T� * U1 U LU 0 r14 - 00 E Ms 0 00 7C) r, CL Lij Lli q LU 0, p 0�- 10 < cc, � W< zo� z 0 < < 0 0, 2 X:D 3: LL 0 < 0 F- U) <ox- ty 'D Z U_ U_ 0 z 2 0 0'WnWjLDz0Fx00M'z'z 0 a 0 0 0 Z CQ LU Uj Uj D :3 a. Lu F CL 0 a. > Z y 0 F_ Z LL 0 LLJ 0 EL < 0 nzwZ2520 .2 0 (/) LL. < 0 W < =yz < 0 Ix 0 D 0 I u- < 0 0 N z LLI 0 > U) 0 (10 C:) E i..: co 5 <%Ff LO _j (n Cn LL_ Ljj < U-) cyi 00 < z c) z 3: LU 0 0 (0 NT gill V Virtual FeviemlAssiht, JUL (> ljc_ 2 Plans Review comf letei an( apf rove �io for compliance w th t 1 e 2�0 0 IF iC 7 h E4 tion t n by 0 ebra Anne Ila qP 2pl CD CINI CD N a N - Cq CD Q 0 CIN C) C) N (0 C-1) Q N co 0 M a CD C14 0 ;k 0 (n of U, C? C' 0 C, Lo > 00 >_ Z U) LU C) K (n 0 LU 0 z z 000 ILL! — C) 0 (n Lo M 0 Z) z 5; CLU_ 0 F z M=< (L LU Uj In LU r Lj Ln 0 M Et �- I,_ 2 0=)O ZOM Lij 0- (0 0 za�o 0 LU Ix Z ILL z z U) < z _j 0 0 z z UJI W _j fl- T­ LAST PLOT DATE 4-a z 0 STRUCTURAL j DETAILS H T, 111IF I SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" TOENAIL W/ UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL--7 (2) 16d NAILS 7 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*± 45' SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR V 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2x4 CROSS BRACE SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM EXTEND AT LEAST 90% OF DOUBLE TOP PLATE RIDGE FASTENED AT @ 8'-0" O/C. EACHJOINTW/(3) 10d 1" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX, 8" & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od EA. END @ 48" O.C. SIMPSON H2 5A w/ (10) 8d @4,KI KERN 8 _O�O/C. 2x8 P.T. SS EACH JOINT w/ (3) 1 Od & . TOE NAILS @ EA. END SILL (2)1 Od TOE NAILS @ EA. N�7 FROM LEDGER TO 1/2" CDX PLYWOOD OR END BLOCKING 2x FRAME WALL (SEE WALL 7/16" OSB SHEATHING GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) ATTACHED W/ 1 Od GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES 1 OdX3" @ 3" O/C CORD ATTACHED W1 (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) (2) 16d NAILS INTO 2"x6" P.T. PLAT E 2x4 PANEL BLOCKING @ 49" 0 C' FOR\�' 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING�' 2"x6" P.T. SILL NOTCH 1" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" O.C. 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Odx3" @ 4" O/C PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER L-2x4 LEDGER (MATCH BOTTOM CHORD L SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS SLOPE OF ADJACENT TRUSS) NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" K'�2� 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE SCALE: N.T.S. REFER TO DETAIL J X-BRACING, AND TOP ON SHEET S5 FOR CHORD BLOCKING INFORMATION WOOD TRUSSES 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT 2x4 BLOCKING @ 24" O/C w/ (2) 16d TOENAILS @ EA. END MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARIiTG LOCATION SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" ADDITIONAL INFORMATION. D S5 4INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. '\-, �5 GABLE END BRACING DETAIL 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S6 x x SEE STRUCTURAL NOTES AND NAILING ;0 00 SCHEDULEFOR x x SHEATHING DETAIL BACKNAIL w/-/ 2 (2) 16d NAILS 60 00 APPROX. 8" FROM 2"x4" CROSS BRACE RIDGE FASTENED AT 1" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE NAILS @ EA. END LENGTH (SEE TABLE) GABLETRUSS 2" x 4" LAMINAT:ONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED F STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d N AILS� W1 10d NAILS @ 6" O.C. I = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF TRUSSES FROM EA. ES AND 12" O.C. FIELD OTES: END TYP. TOP & JACK TRUSS ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR F THECOLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ONNECTION ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL F THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) L! 2x4 "T" ON TOP OF PANEL-/ BLOCKING, FASTEN WITH 9x4 BLOCKING EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION W, DMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1 Odx3" @ 4" O/C (2) 12d TOENAILS U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8N� SECTION _9� TOENAIL 1 (2) 16d NA 12" E RSH SCHEDULE R ATTACHMENT 1 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" ENAILS EA. SIDE NT. 2x4 #2 SYP w/ 1 Od XO. 131 " @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 0� SCALE: N.T.S. '\�, �5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. �5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \—MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING-i DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT BRACE TO EXTEND EACH JOINT w/ (3) If-"L" AT LEAST 90% OF WEB 10d & (2) 10d TOE EE TABLE) NAILS @ EA. END SS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF S ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS --2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SIMPSON HGA10KT w/ 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD , I STUD WALL (SEE TYP. SEC.) SECTION r4 SCALE: N.T.S. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTAw/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z W \-BRACING w/ (3) 1 Od x 3" AT am - EACH CONN. @ 24" D/C -MOISTURE BARRIER -BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON LOAD BEARING LOCATiON (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION, SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2 'x6" (U. N.O.) "L" BRACE 24" 0'0" - S-101" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA1 OKT wl (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /--GABLE TRUSS ',-STUDS @ 16"O.C. GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING-,,,,,, --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4' O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAILr5 SCALE: N.T.S S5 : W 4� 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 10d NAILS @4"O.�7\\,, TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAILr6 SCALE: N.T.s. �, �S5 DIAPHRAGM BLOCKING @ 48" O/C ] Z-GABLETRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. >< Uj d Uj 9 CD _ff z W W = ca 9 - - - 9�x - - - - - - - d W a- NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE PEQUIRED 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 SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ­..7Z�Z" 04 N "W LO "19 I ,.J, 0 00 Ul) < z 0 z 0 W LO E > 0 0 *z '0 U in M 6 a M 00 V) "i 5 Z) 0 2 *6 'M U -0-0- R , 4) E -= z m 0 2 8 < 0 U LU Q) cO E 5 b. 0 W LLJ 0 LLI Ld C6 W 0 W P Uj W M �_ 0 W 10 < x gyzx z x � < 0 0 0 < =) F- U_-0 < X _j < D 0 x 0 z 2 0 0 -j F= qwx�oz--OROOM z ' 2 � 0 0 0 z w 65 WWMxW<0x_j 0_j OW ICLL z �We 0 �_ z - 0 W 0 CL < W Fnzwz CL � LL. W W 6 < 0 Z < 0 E5 < X U_ 0 UL t C:) 0 N z Lij > U) q) (0 C:) co C) C:t (n CV) LO "t U_ 2 (n I,— z U') 13� 0- cyi < >- < 00 z 0 z W UJI _j JU1_ 2 1 2023 V Virtual R(vieiA Ass si, InJ.'.' Plans Review compl !ted and 3ppr\"t� r compliance wiM thE 2029 F8 , 7th Edilx/ by Debra Anne Oph, 1C 310 0 N C) Cq 0 C\1 N a Q 0 Q 0 N C) Q rZ - - C) Cl) 0 C) - CD 0 N 0 Of U, q 0 0 CD Lo U') oi C'i 4 Z < Z LLI 4_0 W 9 a) z z 000 0-1 0 0 L1j - LO -0 0 OLLIC or< -0 z IL X LU W LO LU r F- M �- LU Ln (D I'- F- 2 r114 0� 0z)0 ZOM UJI >_ a_ >-M(n < F- =) (.0 0 ZWO >' 04 < L) '�W= z U_ z z a. U) z _j 0 0 z < z z LU Uj _j r-_ 0 > LAST PLOT DATE C14 z 0 . STRUCTURAL �j DETAILS (2) LAYERS ASTIM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTIM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED WOOD TRUSS @ 24" URRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROO SHINGLE ROOF INSULATION — BAFFLE INSULATION P CHART ON FLO R PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W1 1318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER LU PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO LU LU 16" O,C. 2X S.P.F. STUDS in = W/ (4) 16d TOENAILS TO TOP PLATE 0 (n 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. t METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od _j I.- _j LU =) LU LAYFR 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ =: .j INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB — 1 CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" OIC 11 TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA?-.t S S6 SPACE INTO APPROX. EQUAL AREAS. " i ' 'FLOOR SYSTEM ETAL SEAT ER PLAN 0 0 OR FELT PAFER FOR 4STE MOISTURE - BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" , '.'�/8 GYP. TYPE X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C 'K�_STD. CEILING & 8'O/C WALLS 90NOOK(SEE DETAIL) \�=8"&%16" 1/2" GYP WB CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -AR HITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C0 20 LL Ui 4"x4" INSPECTION PORT AT _j EACH FILL CELL TYPICAL 1x WD FURRING 24" O.0 W (n AT GARAGE CONTRACTOR BASEBOARD Cl) TO CUT BLOCK OR POUR MIN. 250C PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE 4 /FINISH 'A 4 GRADE 00 A A. 00 6x6 W1AxW1.4 WWFORFIBERMESH 4*. 7 -11111- 11- \-STD. 90'HOOK (3) # 5 REBAR ON CHAIR (SEE DETAIL) W13" MIN. CLEARANCE 4" 1 TYP 2-STORY WALL SECTION T� r SCALE: 3/4"=V-0"' S6 ) SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO ST­ 2nd FLOO BEAM/GIR 2ND FLOOR FRAME CONNECTION SEE J,S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od X 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL--, *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL- SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od X 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLIF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER �TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN — I SEE FRAMING _�_WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" O/C FOR THE 1ST 2'-0" OF \-SIMPSON HETA20w/(8) 10dxl 1/2" NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA, END INTO 2"x4" BLOCKING BLOC KIN G & MIN. 4" EMBEDMENT IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLAT[ (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W1 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 W/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.I.I.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) ('0 SCALE: 1 1/2"=V-0" NOTE: SEE TYPICAL WALL SEE SHEATHING ADDITIONAL INFORMATION SECTION C/S3 FOR SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE _2K HGT. FOR WALL HGT.!g 8'-6". (2) —' ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W1 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA, STUD (MIN. SHEAR 3500#. MIN. N 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH :�X_ 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE ------------ - xII 'A 4'4 A 1 = A 4 Ir_ . A F= I F (3) #5 CONT. ON 3" I8" V-13" 8" CHAIRW/3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION ��S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ��S6 ADDITIONAL SLAB INFORMATION. W Uj (n 0 B 15/32" OSI3 EXPOSURE 1 SHEATHING —x _x PROVIDE BLOCKING AS REQUIRED PEIR I o SECTION X-X IF W NOT FULL T HEIGHT SHEET- C G FLOOR SYST M ' 2)- 2x TOP PLATE WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE BEYOND 15/32" OSB EXPOSURE1 W SHEATHING LU SOLID 2x BLOCKING @ ALL Q, SHEATHING 0 EDGES(SEE OPENING SF -r.T10N X-X) I U I CL 0 04j C [- —X iz W —7 _x _1@ W _2xSTUDS LU BEYOND. Cl) SEE PLAN 0 U) '--2x4 P.T. BASE \--CA PLATE BEYOND 2x RIBBON OF - VERTICAL --'HORIZONTAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM "S" = NAIL 3/8" 3/8" .. SPACING S 14"1/2", S 1/2" /2" SINGLE NAIL EDGE SPACING DOUBLE 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 wl (4) 8d NAILS (2) 8d NAILS @ 3' D.C. STAGGERED FOR SHEATHING VERTICAL BLOCYJNG SECTION X-X iv 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" OIC TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y8". < q) Z (Z) NAIL AT BASE 2 ROWS @ 4" D.C. w/ 8d COMMON NAIL NAILATTOP PLATE TWO ROWS@ 4 " O.C. w/ 8d COMMON NAIL z L LL = NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. W/ 8d COMMON NAIL. 0 �_ @ NAIL INTERIOR AT 6" O.C. W/ 8d COMMON NAIL. U) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" D.C. � 0 w/ 8d COMMON NAIL 0 LU LLJ L>L 0 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF 0= C—n < Cr F- 0 wl 8d COMMON NAILS @ 4!'O.C. (2) ROWS @ TOP & BOTT. V') 0 0 LL @ (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL Z W 0 81 Uj MEMBER IF GABLE END Ir LL NOTE: rc )Ii WALL SHEATHING INSTALL. �6 &NAILING SCHED. REVISION 12-7-202b : 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". 1 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2)) 2x HEADER SEE PLAN INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS e EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS e OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 112" EACH SIDE 2x STUDS TYP. T. BOT. PLATE C?/0' ZFLOOR TRUSS 0 �/ 1, ��/ b2lb, 9111_� BEAM SEE PLAN FOR REQUIRED-' CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL M (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA, x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL 2500 PSI CONCRETE MIN TENSION 2600#.) SLAB W/ 6x6 W WWF OR FIBERMESH 1.4xW1.4 -IF, A ) A \A. —11 — * 4 ' ' 4 N 4 11-VI—I I 1--111 1, (3) # 5 REBAR ON 3" CHA R 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 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 EAEND EAEND EAEND EAEND 1-4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING 2X STUDS @ 16" O/C SCHEDULE SEE DETAIL CIS6 FOR MORE INFO 7/8" STUCCO FINISH PER ASTIM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1 Od NAILS AT EA. STUD WEEP SCREED INSTALLED PER. MANUF. 2X P.T. PLATE @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 50 I I v S6, ce) C14 0 04 L0 A, LO CD 00 CID LO 2� 0 UJI W z V) (D LO E 0 C'4 0 Q) -5� Z�_ ." -0 q U c ) cy) (y) Oq 4— 0 tn M Z) cco) 1; co -0 — 2 'M C: :E CO E 0 :) 0 2 U_ 8 < ­0 < V) 0 5� U Uj Q_'.T , C� 00 E C0 LM C:) co Q) LU LU Ld C6 0 LU " LU LLI 2 0 W I--:< ag 2 W<' z0f z o M < < <try it =) 0 LL 0 0 0 U_ < < L) - _j ') a X _j C0 W 0 OZ20 IP_-(�<= D 0 < Z LL LL j 0 0 F- 0 0(n0fW0z0x00Mzz L) (1) LU CL W F0 I UJI 7) W x < '0 � _j (L Z y 0 Z 0 a. 0 z LLI L) < 0 Uj Lu Z CL Uj 2 Uj < LL 0 Uj 0 z g < < 0 U_ LL LO0 0 z W 0 4 D) 5 lr�_ > (1) 0 — (0 0 z �_: In 0 w CY) I,-- U? U) _j lqt Cn U_ z W U? 0� cy) 00 z z W _j 0 0 (0 L 2 1 2123 Virtual Re0ew ie w ssis ssist, in Plans Review compleled I le a ed a id a pro for compliance with t+ t� opo OPO F�C 7th H"ri by Debt - Ll 16, Dmnn co 0) CD C14 I z 0 U") C0 Of U, > 9 C) C� C) 'i C, 4 I 1 000- Z < Z LU 0 -f-0 W Z U) z z 000 0 LU - C) 0 UM) -0 0 :D z 0 -0 z < n rya. W UJI Ln W -F LO ZOM 0 N W < 2 C.0 0 Z,U 0 W Z z z a z (n < C) 0 z S6 z z LU WN _j r__ 0 > LAST PLOT DATE 0 ' 1 z4-0 0 STRUCTURAL . j DETAILS - MONO I - 11 !1 !! 1 1 FrF T I 1/4" MAX ir 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---- I DRYWALL DOOR JAMB (REFER 1x4 -1/2" DRYWALL DOOR JAMB (REFER 1x4 F 1/2" DRYWALL DOOR JAMB (REFER P.T P.T. TO PRODUCT TO PRODUCT — TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONq)N. elIX44111/27 x4 0 3-1/4" LONG X 3/16"0 x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3 1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO 1x8 P.T. I'l FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 - 1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER '4 N. APPROVAL FOR CONN. 1/2"DI 1x4 1/2" DRYWALL 1 DOOR JAMB (REFER EACH END W1 MIN TO PRODUCT , E TO PRODUCT �42�'�'ED�GE DIST. APPROVAL FOR CONN. � 1 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" i O.C. & 4" FROM EACH I rx4 1x4 M TAPCON @ 16" O.C. & L END w/ MIN, 2" EDGE DIST. ST FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .) 2 P T A" , i:zi:r x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2x DETAIL 2 1/411 DETAIL STAGGERED @ 12" 0-c- 3-1/411 DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc SCALE: N.T.S. � SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 11 �— 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR 1 7sz SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR_M\\\--2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH ARCH DETAIL SCALE: N.T.S. 1\ �S - SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAID. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B EMBEDMENT INTOI�.) 14" MAX 2-4- 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN11 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W1 8d NAILS INSTALL WDW, SCREW-_"___� ANCHOR INTO ARCH BLKG. x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W1 (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 7_�_'-2 PER INSTALLATION DETAILS 13-13 ARCH DETAIL rK SCALE: N.T.S. � �S PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4'MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REN (TYP,) STD. 90' HOOK (I LU I- VE//m 7/ ±5A NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS t IS 2 PLY I NSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL. N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. JACK TRUSS PROVIDED BY EE 12 S TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE LL (5) 12d NAILS SIMPSON 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 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. 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 JAMES MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY---// TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 41/2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" = V-0" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W , W , M , AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F.F. H= J I 1EE1 I 1=1 r I> ri 1�1' ifl GRADE C14 cy) ;2� ___--(2) #5 REBAR. MIN. 3" 16" MIN. 7e COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN �R YP.) THE :S I IMAnnCOTAID1 C [KICTAI I TU-NKII FILLED CELL INSTALLATION f H SCALE: N.T.S. � SS SEE ARCH FLAN AND PRE EN(-; TR',_S!�, 0ESI(_;N DTE BFL07o' SEE Ne- 01 "x SUE FASCIA ALUM. DRIP EDGE E --:1� Vv;,�L -YPE ALUM FASCIA PE �� PLAN 4 1-3�'4` 7RVA PAINTED SS NAl W a(IC' HEAD I` A N %i L CAA i:d)'2'4` 0 C -A-1-ENED PER ,4,,')TF �1 RF I (_:NT VENTED �7,R SOLID S\,--IFFIT C_ 2�4 NAILED, TO L 2x BLOCKING NAILED TC1­'cjp L H '4,D E%'EkY 1) T HE k 7 H S G C &OFF7 NlATERIAL SPANCAPACIT�ES BASED _)N H.= ��,'�_�NIPONFNIS AND CLIODING L.;STED IN THE DESICIN t-.R17ErIA (�N SHEET SN F FL# IFF F(�R'-�(FFJ ATTAcHMFNT.AT',"A� I < 41 PHA A 1 1`1 IN( ,I-U q5 Fi PRCI�-- LIC"T APPRCAAL� F CHANNE-L FASTEN-ED T.-): cir,1LIV.. T NAIL.OW' D�A 1'4�24 ID.C�Voo %I�N. EMBEDMENT �V(D�­)[, W., �?l I� �-,A 3,�4'x 11" CRC,%%1NSTA-1LES �L-p 24" LIAX, 0 C. IN DIANIOND D4TTERN I-,t *R FA.S,,1At,4 I _V4'y 1 �4 IN '�TAPLI- I VE ACH (;R00 STRUCTURAL SOFFIT S9_01 S�ALE FC'4_� A-UNNNUM SOFFITS WITH SPANS F \, 1) .719, 211,21 1 '4", �NSTALI, N1I'0,`,;PAN PFR 7_HF 1�,�_)FHT F[ PA �NSTALI ATIC)N �' 'RITFRIA -REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAJLS.* 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. Jr 0 (2) 1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD + + + PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER PRECAST LINTEL L/ SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" 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 MI%c_- MSTAM STRAP qr.AI P-7/A (ZF:r: (ZWr:r:T r)) AKIr) z 0 u- 0 uj M U) 2"x BOT, PLATE W1 (2) 1 Od @ 6" O.C.. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d //I'-- @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB NOTE: LAP SHEATHING TO JOIST TYPICAL \—SIMPSON HGAM10KTA@ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL, INFO FILL I st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.� OVERHAN 7, RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 1-01f 51-011 INISH F SCALE: N.T.S. > 0 .. 4 #5 BAR 0 D W/ .6 6- CENTEREI H 10K� IN TOP KNOCKOUT/ C14 CHAIR BLOCK % MONOFO I SIZE AND REINF. PE P AND SECTION DIET I CL N FILL 2� DIRT A TANDARD C=) I HOOK ZN #5 BAR IN FILLED CEL STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC" �ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION, EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W1 NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I _j— EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. SAW CUT SECTION SCALE: N.T.S. m N 0 N �17 L0 LO 00 LO r z W 0 LLI z (A a) LO E > 0 0 0 u cy) 00 �i 2 4— 20 u Ln U -0-0— 2 E -" 2 c: 0 2 a: 8 , R < u < V) u Lu c 00 E" 0 0. Q) 4 LLI uj Lu Ld 0 I.- W _j 1.- 0 uj < Q� 2 _j It �e z X z X 0 m < < < 0 0 0 02 LD < < Z) 1-- 3: W U) LL =) - _j W 0 < cy X _j Q 0 0 z 2 0 Cy , t 2 0 0 zn z 0 0 0 Z Lu LLI Lu 0 _j WWa_>WW0z1__z_0Wuca_ _3 CL 0 z Y _j < LLJ W z CL LL <OLLI g��_ �W6�u < 00� 0 cyzg< LL < 0 LL 0 c:) z N LLI 9 1­- D) 5 r,- > C/) q (D c:) I.-: co p <f^ ce) r�_ W.0 LID _j L L_ '__ u) I z < LILI < Lq O� CL cy) CL 2 — 00 < >- < z 0 z W W Q 0 CD V V rtuall 'i eview ssist, in Plans R?vieiv coini:1110eh and a 3cl� for compliance with the 2020 F6c 7th ti n by Debra Arne Klahr PX2' OV c� N 0 CNI 0 cq N C) CN 0 'N 0 Q 0 N r- C) - - m - m N CN co 0, C, N 0 W_ W> CD CD Q U-) UD qql I co Z H­ u0- < Z Lu 0 4__j 4_j 0 W z z coo Lu - u Lo LO -0 0 =)Z> M Lij 0 -0 z ix CL a- Lu 2 W < L0 W r co r- Lu Lr) H­ H_ 000 Z C) 7: W o- >-:c < H­ 0 zo�o >_ 04 < :� Lu T_ Z U- z CL z D) < z _j 0 0 -a- F- 00 z z z Lu > LAST PLOT DATE *_j Z 0 STRUCTURAL —J DETAILS - RETRO FIT r. 1 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). .nivirvvIv i—inc i vvi kiu1 ivu 1-1— FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: ," = V-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. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) "FOR FT S P 2x4 PT NOTCHED INTO STRINGER AND TAPCONEDx8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUOT TOUCH STRINGERS STRINGER CONTACT BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS ED AND NAILED TO STRINGER E DRYWALL SPACING H SECTION VIEW SCALE: ' = V-0" STRINGER CONTACT\ SIMPSON A LSC EACH STRINGER 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING I PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CTION VIEW "A" SCALE: 1" = V-0" SIMPSON A35 OR \ LSC EACH STRINGER 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU 2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS DOES NOT BEAR IN WALL SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" INGER GLUED i NAILED SECTION D-D -3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-T STRINGER CONTACT POINTS SCALE: 1" = V-0" 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER -3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND 21' 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. G.1 " + TOP OF STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP TN 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Ll GLUED AND NAILED TO STRINGER OR DRYWALL SPACING H E SECTION VIEW SCALE: = V-0" -3/4 PLY" ON DECH --2x8 SY1 AND Nf FRAMI� 2x4 DRAF' STOP 2x4 BLOCH SCALE: 1" = V-0" OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP - STRINGER SCAB 2x4 GLUED AND NAILED (EACH SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTj OF STAIR TO CONC. W/" X 2 J" TAPCONS @ MAX. 32" —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT (2) LAYER T" 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 NAILED TO JOIST. @ 6" O.C. TOP, BOTTOM AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" J 1 /`-HIM koUIVO I MUka I IUIN Ur. I /-XILO (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND ) TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" AILS - D OR 3 RIS VARIE POST LET INTO _OCK DE ING ?X8 BLOCKING :OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES 2X STRI 2X BLOCKING ECTION VIEW "H" SCALE: 1" = V-0" M N O N LO ®' f v t", k, 00 LO 5 r W r - �,�r � • W Z Q _W `0 U p cD v ai (h OD Elmo f� V = 02 u a w M L L MQ Z) 00 2 O Q 2 .Ns wa^ y4# �0 N = 7W� L Q E co 10 V ^ CL w U W J W D O 0 <1 Z Q Z N LL U Q=XQJQ fn0�cc nL-000 0 Z�U f- f- CawxgOZO0 00M 0 Z _Oa>zYOZ_zLL0 ¢OwOi� WwQO¢ 0X 0 D OQZ� wQ 0 maw O z 04 O� ��CMOO < CO U-) Cn 2 Cn I` < Ujz Lo F- Qi C6 a>-a°0 Z LUz3: W O J O mi It JUL 21203 Virtual Review A I sist, Inc. Plans Review Coml l to n p rov d for compliance with t e�2 2I f( 7 h E itio �y Debra , N N N N O O O O co 04 o o o I i z O CV'^ CO W o 0 0 1 i ' I U / N M v I I V 00 ♦/'� ZZ �JJ QW O 0 v 00(n O or< Z afl� IL �^ ct-Q L J WW, LU HHt 1.2 N Of Zo)O =F-w M <:) ■ ■ (� Q p ZOO C11 v JW� Z Z U � O �— m z ST Q Z Z W UjN J 0 LAST PLOT DATE O z ,J STAIR DETAILS 1 I I ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED 1-/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. 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 APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD 1.0 SAFE VERTICAL LOAD 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: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS 41114iT,4094" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-06 8F16-0B 8F20.OB 8F24.06 8F28-08 8F32-0B 8F8.1B 8F12.1B 8F16-1B 8F20-1B 81`24.1B 8F28-18 8F32.1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36` 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 718 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 1 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 1 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 1 315 1 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 1 654 884 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 CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6.OB 8RF10-0B 8RF14-0B 8RF18.OB 8RF22.OB 8RF26-08 8RF30-OB 8RF6.1B 8RF10-IB 8RF14-IB 8Rr18.19 8RF22-1B 8RF26-1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 110893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 134 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 1 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 899E 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 C,,,� ^"�P� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 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 217 324 109 144" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PRFCAST w/ 7" RFCFSS D0nR H-I INTF1 S 4^=40rn SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 F. CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5-10' (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^wF-4494rn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 81`12-1T 8F16.1T 8F20.1T 8F24.1T BF28.1T 8F32.1T 8F8-2T 8F12.2T 8F16.2T 8F20.2T 8F24.2T 8F28-2T BF32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 1 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 1 3079 3966 1 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 T-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 ,9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 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 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13' 4" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 1 390 655 968 1324 8 162 11 187411 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 f 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56111 65411 142 230 1 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CiAsr-Cigrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SRF61T 8RF10.1T 8RF14-1T 8RF181T 8RF221T 8RF261T BRF301T 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22.2T 8RF26.2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 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 T-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 164015 198015 2322 16 395 589 1 1135 1514 1 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 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 F° 4° G` 0-o °> D> DO °d °'o °o °c,o °pDO C c 6 cc 6 c 8F16n1 B/1 T 8RF14n-1 B/0T 8F8�-1 B �/ IV6 . 4 > °D 3 °D O 0 C- D a °D c c 8F12-0B/1T D QC C L 8" PRECAST LINTEL W/ (1#5 HOR CONT BAR & ((2) COURSES OF 8' K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR �0 C.M.U. W (0 x a D =(nm 0N ° wV~wLU) a #5REBAR AT owv3:=w a BOTTOM MIN. (1) �¢oa�z REQ'D ¢(y- J_! J z LU ¢ w 16 GAUGE ~ � N ° POWERS STEEL U) ^ Z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP tGROUT IN. (1) REQ'D " CLEAR UZ �C.M.U. Q p w 00 z = co BAR AT BOTTOM TEL CAVITY OM 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 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 1ST FLOOR LINTEL PLAN (ELEVATION A 3/1611 = 1'-011 O M N O N vw -.... 00 LO LO � - Z W 'f O 0 LU Z (n O LO C W ` '0 P U ch N d Mc N V 3w A� L L p � O S g ¢ • (/1 mc Lu O Q N N V t` o E� a Lu W U� W ow U) Way �uj Q -1 w jj ezo: uj z XD-J¢O¢Of¢LL0 u-_j Q Q !- U CS -'z 0 Q o u-LL- -j c� §ozOMOOMzz �- �¢Q 0 O O Z �OLLJ a>zYWOLLJ ZzLL0W0w ¢OWO�_� I- �Y2jQQO¢ O� 0 0 0¢ Z T LL¢ O F¢LL O z04 w OF- � W O <�CCMO Q 11') 11, W L1^ I**- Ln M 00 ZU� 3: Luz w J O O mi 1q, a U 2 I �L Virtua Rev 4 s�is Plans Revie co plet d a ,1 d rOO e for compliance ith he 020 Bditi by Debr An a 1Kl I h{ i X N O N O N O N - N N N M N o N 0 N 0 N 0 N 0 N 0 N ` N W 0 0 0 O � N o N 0 N 0 ' Z O U) NW LO 'gim o 0 0 0 0 0 l co!^ Z� V, QZ W O Z(f) +� O w U 0zz 00 U V (n Ln O z)Zj C) w t� Q T-4 Z F- d-a Q w 0 m~O N zo= }Q1: U) C0 O z�0 >- N z v tL aZu- Z �Z F- 0 U _o W Z ¢ Z W W J N 0 LAST PLOT DATE O z4-4 O J STRUCTURAL DETAILS A (LEFT) I L - I III 'I I I I I I I I 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 (I)#5U (1)#51. (])#5U (0)#5L (1)#5U (I)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' fl)#5L (1)#5U DETAIL'D' DETAIL'B'&'C' 2'- 10" 1 V-6" PRECAST (2) D4.5 WIRE (2) No. 3 6740 1 9462 9462 10000 10000 3-6' 2-2" PRECAST (2) D4.5 WIRE (2) No. 3 2912 5318 5318 5114 5114 41�01" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2038 3722 3722 3598 3598 4'-6" 3-2" PRECAST (2) D4.5 WIRE (2) No. 3 1566 2859 2859 2772 2772 41�91 3-4" PRECAST (2) D4.5 WIRE (2) No. 3 1453 2654 2654 2574 2574 5-4" 4'-0" PRECAST (2) D4.5 WIRE (21 No. 3 1127 2013 2013 2000 2000 5--1 0" 4-4' PRECAST (2) D4.5 WIRE (21 No. 3 964 964 1636 1636 1712 1712 6-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 7 96 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 639 639 1167 1167 1152 1152 7-13" 64" PRECAST (2) D4.5 WIRE (2) No. 4 6 19 619 N V 1130 1130 1115 1115 &�O" 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 _ 1 "8 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 4 548 548 1001 1001 979 988 91411 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 8 4 843 3 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 398 727 727 582 718 7 I 8 11'4' 101-01, PRECAST (2) No. 3 (2) No. 5 355 649 649 489 4 649 6 9 12'-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 329 602 602 430 602 17-6' 1 V-2" PRECAST (2) No. 3 (2) No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 (2) No. 5 287 525 525 337 525 P451 144-011 17-13" PRECAST (2) No. 3 (2) No. 5 270 449 449 286 14'-8" 13'-4 .1 PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 9 (2) No. 4 (2) 7116 strand + 15'-4" 14'-0" PRESTRESSED (2) No. 3 N.R. 473 473 328 455 (2) No. 4 (2) 7116 strand + 174" 16'-0" PRESTRESSED (2) No. 3 N.R. 357 357 254 352 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 (2) IN . 5 (2) 7/16 strand + 20'-0" 18'-8" PRESTRESSED (2) No. 3 256 256 188 262 (2) No. 5 N.R. 21'-4*' 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7116 strand + 24'-0" 1 22'-8" 1 PRESTRESSED 1 12) No. 3 1 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED d. Aj DETAIL "A" DETAIL "B" .011 J�- "i Tol"O". DETAIL "C" DETAIL "D". TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOL D NTEL 7 r �111, ER LINTL CAVITY [8xl 6-P-1 L/I J] NOMINAL AIDTJ L GLANTFFY OF #5 BAR NOMINAL HEIGHT J U PPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'' X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0) *5L I ) #5U (0)*51- (])#5U (I)#5L (I) #5U (1)#5L (2)#5U (1) #51- (�)#51LJ DETAIL'H' DETAIL'J' DETAIL'H , &'J' DETAILX 2'- 10" V-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3�4' 2--2" PRECAST (2) D4.5 WIRE (2) No. 3 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�41 3$4$ PRECAST (2) D4.5 WIRE (2) No. 3 6614 1 DOOO 9053 10000 54' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4843 6687 6635 7320 51� 101) 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 3940 5211 5402 5641 6-6" 1 5':�Z;' 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 7141 61411 PRECAST (2) D4.5 WIRE (2) No. 4 3071 3071 2916 3049 81-01, 6-13" PRECAST (2) D4.5 WIRE (2) No. 4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2625 2625 2421 2607 9'-4" 81-01. PRECAST (2) D4.5 WIRE (2) No. 4 2153 2153 1881 2139 10141 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1777 1777 1448 1766 1 V-4" la-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 1479 12'-6" ]1'-2" PRECAST (2) No. 3 (2) No. 5 1354 1354 981 1354 13'-4" 12-10" PRECAST (2) No. 3 (2) No. 5 1232 1232 849 1232 14'-0" 17-8" PRECAST (2) NoA 3 (2) No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1419 1419 850 1347 (2) No. 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 (2L No. 4 174" 16-a' PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No. 4 19'-4" 181-01, PRESTRESSED (2) No.3 (2) 7/16 strand + 1035 1035 478 936 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 (2) No. 5 2 V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 (2) No. 5 22'-CY' 20�-8-' PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 (2) No. 5 (2) 7/16 strand + 1 __f 24 22'-&' PRESTRESSED (2) No. 3 1 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ -1 GLANTFYO 45 BAR AT S � SOLID LINTEL r H.-F1 J-11 CAVITY [8x16-P-1L11IJ] ,NOMINAL WHIT Hj L CIA TITY OF #1 1A I A' NOMINAL HEIGHT UPPER LINTEL CA VIT� I GRAVITY & UPLIFT SAFE LOADS (PLF) Tx`12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L I SOLID 115 ( # 5 '(� IL U'0�'l ILL SOLID #5 (2) U (1) L DETAILDE DETAIL DF DETAILDE DF DETAIL 'DG' 3-8" 1 2'-4 7-0" 1 PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8'' 24" PRECAST f2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 21-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3'-D" 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" 614" 6-0" PRECAST l2) D4.5 WIRE (2) No. 4 1 1409 1409 1 1188 1267 9'-ff' 8'4" 8F-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 1 686 1 903 DETAIL "DE" DETAIL "DF' TYPE DESIGNATION P - PLAIN LINTEL/ -1 QUANTITY OF #5 BAR AT 5 -SOLID LINTEL r LOWER LINIEL CA11Y [8x16-P-1L/IU] NOMINALWIDTHJ L IPAIRITIY .1 �1 BAR NOMINAL HEIGF UP , JNTELCAVTFY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (])#5U (1) #5L (1) #5U (])#5L (2)#5U (1)#5L (l)#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 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4683 5137 5717 5717 54' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3428 3727 4091 4091 51-101, 4-6" PRECAST (2) D4.5 WIRE (2) No. 3 2787 3088 3369 3369 6-6` 51-2" PRECAST (2) D4.5 WIRE (2) No. 4 2560 2560 27 3 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 1992 1992 2112 2112 7'-8" 61-4" PRECAST (2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 1792 1792 1862 1897 8'4' 7-10" PRECAST (2) D4.5 WIRE (2) No. 4 1679 1679 1699 1776 9'-A" 8._0.1 PRECAST (2) D4.5 WIRE (2) No. 4 1411 1 1411 1319 1489 10141 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1186 1186 1014 1251 1 V-4" 101-01, PRECAST [2) No. 3 (2) No. 5 1074 1074 854 1121 121-01" 101-81, PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 (2) No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No. 3_ (2) No. 5 859 859 591 896 14'-0" 12'-8' PRECAST (2) No. 3 (2) No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 (2) No. 4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 887 (2) No. 4 174" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 (2) No. 4 19'4" 181-W PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 (2) No. 5 20'-0" 181-81, PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 (2) No. 5 1 1 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 488 488 260 493 (2) No. 5 (2) 7116 strand + 24'-0" 1 22--8" PRESTRESSED (2) No. 3 1 [2) No. 5 399 399 1 217 412 .4*t M DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P PLAIN LINTELd QUANTITY OF #5 BAR A' 5 -SOL ' -1 D NT, _.�ER LIINTELI�'F`y [8x I 6-P-1 L/1 J] NCMINA� WIDTHJ L W111 Y .111 BAR A . NOMINAL HEIGHT _ _ UPPER LINTEL ]CAVtATY AT 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 (])#5U (0)#5L (1)#5U (I)*5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (])#5U DETAIL'N' DETAIL'L'&'M' 2'- 10" 1-4- PRECAST (2) D4.5 WIRE f2) No. 3 10000 10000 10000 10000 3'-6' 7-2" PRECAST (2) D4.5 WIRE [2) No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE [2) No. 3 10000 10000 10000 10000 4'-6' 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 9313 10000 10000 10000 4--8" 34- PRECAST (2) D4.5 WIRE (2) No. 3 8548 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE [2) No. 3 6261 10000 8605 10000 5-1011 4-4- 1 PRECAST (2) D4.5 WIRE [2) No. 3 50;5 8995 7007 9811 6'-6" 5-2" PRECAS' (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 &_01. 6*-8" PRECAST (2) D4.5 WIRE (2) No. 4 4047 4047 3443 4021 8'-4" 7-10" PRECAST (2) D4.5 WIRE (2) No. 4 3706 3706 3144 3683 74" 6-10" PRECAST (2) D4.5 WIRE (2) No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2384 2384 1884 2371 11'4" 101-01, PRECAST (2) No. 3 f2) No. 5 2082 2082 1590 2082 17-0" 101-81, PRECAST (2) No. 3 [2) No. 5 1895 1895 1401 1895 12'-6" 1 V-2" PRECAST (2) No. 3 (2) No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 (2) No. 5 1605 1605 1107 1605 14'-D" 12'-8" PRECAST (2) No. 3 (2) No. 5 1490 1490 992 1490 14'41 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. 4 174" 16'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1368 1368 771 1264 (2) No. 4 19'4" 181-01, PRESTRESSED (2) No.3 (2) 7116 strand + 1084 1084 615 1095 (2) No. 5 20'-0" 181-81, PRESTRESSED (2) No.3 (2) 7116 strand + 1008 1008 573 1048 [2) No. 5 211-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 (2) No. 5 27-011 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 850 850 471 923 (2) No. 5 (2) 7116 strand + 24--0" 22'-8" 1 PRESTRESSED 1 (2) No.3 1 (2) No. 5 740 740 1 393 1 772 L" DI N11 TYPE DESIGNATION P-PL�INLLINTTEEL/ -1 FQIAIITIIOI15111AT S-SOLD N _C�ER LINTEL CAVITY [8xl 6-P-1 L/1 J] NOMINAL WIDTHJ LQ�UA TrYCF#5BAR NOMINAL HE.- 1 U PPER LINTEL CAVFY GENERAL NOTES: l.)1CODES .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 # FLI 774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2. 1.1 PRE -CAST W/STANDARD REIN FORCEMENT-5000 PSI 2.1.2 PRE-CASTW/PRESTRESS REIN FORCEM ENT-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 7TH EDITION (2020), RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING 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 TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) UU I F' LDI 2 �" 2 f (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 2 7/32" STIRRUPS AT 4'-g'cc _C0 1 22 (TIEED OR WELDED) to - . B T OTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM, A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" T_ BO 00 1 Ll 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/37STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 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) #51- (1) #5U (1)#5L (])#5U (0)#5L (1)#5U (1)#5L (2)#5U (1) #4L (1) #5U DETAIL'O' DETAIL'P' DETAIL'O'&'P' DETAIL'Q' 2'- 10" V-6" PRECAST f2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3-4- 2'-Z' PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4--0" 2'-9' PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-6" 3'-Z' PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4--8" 3'-47' PRECAST (2) D4.5 WIRE (2) No. 3 10000 1 GOOO 10000 10000 54" 4'-(T PRECAST (2) D4.5 WIRE (2) No. 3 7681 10000 10000 10000 5- 10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6251 10000 8615 10000 6-6' 1 5-2- PRECAST (2) D4.5 WIRE (2) No. 4 8629 10000 6741 10000 7-6" 6-7' 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"- 6-15" PRECAST (2) D4.5 WIRE (2) No. 4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4961 4979 3869 5178 9��4 81-0.1 PRECAST (2) D4.5 WIRE [2) No. 4- 3865 3838 3010 3973 10'-6 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2984 1 3021 _2320 - 3118 1 V-4" lo.-O" PRECAST (2) No. 3 (2) No. 5 2699 2699 1959 --- 2699 12'-0" 10'-8" PRECAST (2) No 3 (2) No. 5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No. 3 (2) No. 5 2269 2269 1577 2269 13��4 1 2'-_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) 7116 strand + 2413 2411 1338 1974 (2) No. 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 (2) No. 4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 (2) No. 4 19'-4r, 181-01, PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 (2) No. 5 2 1 r -4,r 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 (2) No. 5 27-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 1023 1023 576 1121 �2) No. 5 (2) 7116 strand + 24'-0" 22' PRESTRESSED (2) No. 3 (2) No. 5 898 898 1 481 1 947 DETAIL "0" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY. COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8''xl 6'' RECESS DOOR HEADER TOTAL LENGTH All CLEAR E SPAN P A N 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) J (1) L SOLID #5 ( ' #5 t� ILI ILL SOLID #5 (2) J (1) L DETAIL'DH' DETAILDS DETAIL'DH'&'DJ' DETAIL'IX 3--8" 4 74" 2 7-0" PRECAST (2) D4.5 WIRE (2) No� 3 5713 10000 10000 10000 4'-0" 2 -8 ....... ....... 2 8 74" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4-2' 2 7- 10' '0 144" 2'-6" PRECAST (21 D4.5 WIRE (2) No. 3 4032 10000 8687 9503 44" _0 3 -0" 3 21-81, PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4--8" 3'-4' 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6,382 S-6, 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 54" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 1 7-8" 64" 6-0" PRECAST t2) D4,5 WIRE (2) No. 4 2292 2292 1918 2121 91-81, 1 8 4" 1 8�-Q" PRECAST (2) D4.5 WIRE (2) No. 4 1 1563 1563 1113 1 145 5 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S -SOLID LINTEL r LOWER LINTEL CAVrY [8xl 6-P-1 L/1 U] NOMINALWIDTHJ L QUANTITY OF #1 BAR AT NOMINAL HEIGHT] UPPER LINTEL CAVITY TYPE DESIGNATION P PLAIN LINTEL/ QUANTFFYOF#53AR T 1:SOLD WE UD-IR LINTEL A11Y [8xl 6-P-1 L/I J] NIOMINALWIDTHJ L QUANTITY OF #5 BAR AT NOMINAL H, IGHT JPPER LINTEL CAVRY - ___ - I 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 fl) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 (1) U N) L SOLID #5 (2) U (1) L DETAIL'DL' DETAIL'DM' DETAILDU &'DM' DETAIL'DN' 3'-8" 2'-4'' 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4-0 2'-8" 2'-4" PRECAST f2) 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 6936 10000 4'-8'' 3'-4" 3 -0' PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8' 54" 6-0" PRECAST (2) D4.5 WIRE t2) No. 4 4569 4569 2302 4235 7'-8" 61" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0- PRECAST (2) D4.5 WIRE (2) No. 4 1 2158 2158 1 936 1 2036 .7. . :ei ff 7 DETAIL"DL" DETAIL"DM" DETAIL"DN" TYPE DESIGNATION [8x16-P-1L/IIJ1 %91�j L In a ,UNIT'2551'- 1ST FLOOR PLAN- 1/811 = 1 1-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTA L LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR L114TEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 111 U (1) L SOLID #5 (2) U (1) L DETAIL'DA'l DETAIL'DB' DETAIL'DC' DETAIL'DB'&'DC' DETAIL'DD'_ 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No, 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 7-11" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'- 10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE [2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 54" 6-0" PRE A T (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-8" 6-4 T1 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 1 91-8" 64" 8'-0" PRECAST (2) D4.5 WIRE 1 (2) No. 4 1 396 1 4A9 1 489 1 261 393 DETAIL "DA" DETAIL "DB" DETAIL "II DETAIL "DID" GRAVITY & UPLIFT SAFE LOADS (PLF) Tx24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 111 U (11 L SOLID #5 (2) U (1) L DETAILDO' DETAILDR DETAILDO' &'DP' DETAIL'DQ' 31-81, 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 i 0000 10000 4'-D'' 2'-8'' 2'4' PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) �­ 3 6149 10000 8604 10000 4'-8" 34" 3 -0" PRECAST (2) D4.5 WIRE f2) No. 3 5044 10000 7066 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6'-8" 5 4" 51-01, E PRECAST (2) D4.5 WIRE (2) No, 4 3765 7387 2901 6831 T-8" 61" 6-10" PRECAST (2) D4,5 WIRE (2) No. 4 2693 4979 2069 4671 F-78" 1 8-1" PRECAST (2)D45W]kE (2) No. 4 1552 2996 1183 1 2844 41 4 cs DETAIL "DO" DETAIL "DP" DETAIL "DQ" ,TYPE DESIGNATION [8x16-P-IL/1IJ1 %MOL L TYPE DESIGNATION P -PLAIN LINTEL/ -1 QUANTRYOF#5BARAT S -SOLID LINTEL r HO-IR UNT11 AIFFY [8xl 6-P-1 L/I U] NOMINALWIDTHJ L QUA TITY OF #5 BAR AT NOMIN FY AL HEIGHT UPPER INTEL CAV I SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Type 9,X8, PLAIN 8"x8" 2'- 10" Precast 2082 9235 3'-6" recas 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 51-101, Precast 583 1624 6'-6" recas 139 7'-6" Precast 403 1134 7'-8" Precast 392 1100 81-01, Precast 363 1037 8'-4" Precast 318 981 74' Precast 222 772 101-61 Precast 156 600 1 V-4" Precast 132 651 17-0" Precast ill 593 17-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 144r Prestressed N.R. 417 154" Prestressed N.R. 369 174' Prestressed N.R. 257 19'-4" Prestressed N.R. 184 201-01, Prestessed N.R. 1_67 21'-4" Prestressed N.R. 138 27-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 NX = NOT NeCOMMendea C14 C) C14 U') Q C:) 00 LO 0 z LU 0 W z Q) LO z-, E > 0 N 0 �O q U LO M OR 4- V) Cn Z) C) 'o - 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Plans Revle% con pipt J at d 00proved for compliance withlhd 2 A :13t Ith Elitin., I CbyDebr N AnreKlbhr� X230111 0 C14 0 C14 0 c,4 - 04 CN C*4 cf) 04 co C� C) C) C) !Z�! C) Q a Q C) N 0 04 0 C14 C) z 0 CN U) of U') Lo Mq W> CD 0 0 4 0 L6 CD (6 I 00 Z (Cr < Z W C) Z U) z z 000 ICY) 0 0 W - (-)0(/) Lo F- 0 z 5; -0 or< z X_ 0-0- W -� F- w < W Lr) r 0 W r GO-W F_ 2 Lr) �- 1.- 0 ::) 0 z0z: W CL (.0 Z> 0 zcl�o C,q W Ix z LL z z < N. e. z < _j 00 0 00 z S12 z z W Wc1q CDi > LAST PLOT DATE C14 @ . . 4_0 ____ I STRUCTURAL DETAIL --A x9awnW9 Bolts I,Yli A3� iTspJ I Back, Cross Support "'Y lh� N'_ f5L_­iLq-,, �4 � 1f-r)f?lI!rXJ J/riir',4 in fvint ront Crti Support fm iY b-_ C-jt I W" Left Brack" et 16 Gaucle 11kig 5�. tit-I.,es Tht u rirv_k�,tT 8 Ra -k C_'0^;<,SLDP0f? fric, A.-"C L n i Brairom �i&, ..ach sijc for hLrricarx " 11 � "I " 1.011 Ir 1 It I I IT I I I � I . r . p ­ 'If �LI 11 If fl L -" � 4 ;11! L ­ L " Fit " I b4i P-iiii Sa OnswIll; .-AJ.N, upei niaelais , aialal"nail fine Oeill fi : Florida DePoWnerit of Busress & Professional Regulabon WWV Codes and Standards Product Approval Application Dotal[ nielizza-l" Do. DOT@ D" pirodrig Pa. I" "Fir 9,01ENK 6 U,,ans snadi Y11111" $411,0111 FSCAwnryal APZUW am "C"M sm.,. "W1 �wui .-IF 11"'ei Lo­ E is 1211 eli7tfls CWqgW.,3tw,�%.dI ", �V7� 411 -a Y5A PE 7377� 3_41 I(Q0 Fs,duo, Infrijecedas a I of nfod�rt".Pi c,YP ?- 7"IPIM, C-PV3&­ wwfid R.0iiat"i Ai - a AMA 11 I..". McTO 1445 1 #1W15_ 4 51T, nVent �1 .1 W1521 5­ffT­i M,,Tel A1!1,40 t24 I 1 $41, 74 FLO17979i .�Qkr vierti 110areurr"Iti _.tO c7­1 W­ 11. cai.apery R 'A.) SlOr ,w C"im.anie. 'i "" at" R�,w ft,Irn ReoIl.­ Ar,,11-1 11. L-1 ­ Fic,116. Iiingn-, rLV?673.qE PraLki S-49 Froaluel 1111i PlAmt-, ,F I c-'Mera, Run,r,g S-,­ :,I I ­P_ `1_ I In V­P1.1- V­i C� r­! � F­d &Pa n,,r­ �V­ M�4-171­ Ven! ns,taui V.i �;­g� r-, Flunn V-1 1i IAW .1 "1 r iow , - GIr.w 1-1 1�_l VII Qui Amgnirsi AW-Ytl rof V in M" 01OONA TIM lerpjK, C"ki MOW" "Isur, SL' ;201 7tv:1 Y., Y" - WA .1 V- A r�.A Fields Department of Saslnaiss & Professional Regutation Ekidding Codos and Stardaids Product Approval Application DeUll E"M Enagi A Lir;Ii xeWA�-.91 _.�Ii P :­,f E 1-W ;502 �,un­p�_­_, 1�. I ei 114"MI D9.2 D44 241-l'"Am DOI i&_giiiii sistri FUL Aceii JunOr­"I U&I. Qualm ArFu; arx Aversoii III F,*d,c4 Q�a,,Iarlm curwd Ex"i0o Qulkwl:1149 Rq*It4)t ;P"y 4 -6K. GLO FiNt'. 11rr 1 LC- locs OW V Fic,idaDepartmerrofBu,snoss&F6ofes3�otia� Regili 0,aldling C4� Oars ard 3ta ridairds Product Approval Application Detail entry 21111 2AS Dan, P"nom 211 I= tK119.1 MaNuslux cenlKA EEM- & L LIPE"IsAy FK Agqg�ii! A� MAU �Xl Tr-_ 7iu C. PCs t- fl-, J.V`6,_ 1APoM F 51110111! P E P­, J K­j P E C� Y.1111 I "I T 1-, 20 W,2WI21 ceeinvury Etie- 11 �50o. 8.".1678 IIE-4,1at" W1. IR7,551, 3.DC4.9ery: --V.D F�I­ Ex. CoPriNt"I. Mart= Evalti.lion WV� IPX1 I V� RegslaneJAIrOlsei a L�C­IW F­ F­4­wel cngn� 'j" A-,v,,j f�r J- bre.0 a,,- 04, HY4Z R_IiLare nualk s_tI forrijIms, aii L­ 2 rornvwie ftli rberviim 51 Door -0 %d.F`O(,1O­Q?CVaei -:) Oxo; 0X0 T"� % F,bn Ofiati and S*00nn 'U ­rJue 2/"! tl� yes ft, Y, �,arrpoat. 6V. Ftergla­ D.U. D- -A' V XX , ox)t'D u T1­17, 7--b Gt�, It -NC am. Ore.. X cc"qumnm� TN,- Tru Foeu--­­ PPO Sm,,cth 1_�w N-1. 3&#N,Q ". In"orilallo op"Ne tu, Iis Carniuo,dt. Fdi Fser&U- &rrys. Ll-, Rh 0Xr, -fkj., Th- Tnu F*­CI­ One Sni CPO— C-f :tX.13KXC -figuni­ -nint"Wi 550139 A 8�-.firnsad&�Iq ci­w 103IRITNI C.rn-t. liag "tee�­ Sinai. b­ X­Igiuri a S.I.Tith a., IN-W 5"M 8 "'nt Onpi G.."iec! I ZQ1 C.,V­ft. Edge F,bii 1,Pi 5*. 0fr. %6.111 xv. nenfo.ei ii 91"N-SIO, Nerrefail "Nla,A ii lrTVO1)&uai GW�d i Z,1,1 r. 0 z6 P4 Y� ?.A C-1 Edo. Peeve,.. 0-ba, C_ In .1 &:-- XX � 0"D �'Arqanai I- flu .-Pei 4&939.0 ccrrp�'. ENt F,bin�.Ws­$' ci�_ Y' ' Orlo"raWCO) J, trernua-7ru Llio" clasSI fro 5"InCE001ar NarnWrat 8&111 &,oPO *10ei 1,1.10 PRI I .be' N-rud Coi - Edge Fibei Doutav Q­ �W� n, r6out SPOKE" "an-POAN".19 )C9. rO OXX,� eIIntguirai 12 n `nP­T. F1.1.0- a.d DT-0-91 . N-- 66A39 8 Cida­d r,u. ms�d cv" �"P­u Li" riborp" single � .1 yowei Y, _fIpIni Ini �oai ­ Sl,�.SPOI h-Pai= e "10 "PaPn-,iu. Gwain M.-d Q,_ C_P,4t Ii v4,.;rss oino, vnli, (P.-id NIM-d I)P_ 3,1�il. �, ox,Ir ZX5 o, lhoiOnsi F1b­Ch­ Ono "tob Sior U-nel U#i Y� ?41- ,,,i.d . C-mlst, Eft. R"s. Llue MIT 0_ _rn . �Iw G-4 VUk-1 Dw adefres ! I". xy, a nxx C to"� P i Or, S ,6 7N,Pi �_Potli AM9 8 kne"Inviev.-I.Vact op.`)u� �i3Oi rA. a-­ 00. S116, 11 Onla"Ni"DO-19 . kc, �)x - %gunr3ons T Triiifni In, ard 50r "�ns M8391 1),"s We (IonT,,rer, Fri Filloieioi CO- slleln­ " llxx�, MIlp'i Florida Department of Susire�- & 7rofeasional Regulation Building Codes aria Stali Product Approval Appfication Detail FILMOTAM Q92 IN" Amr Date lei 2W LM Version MAJdatai !=T 'hosanst, Sbrnaw Fy- f­rarl A-est! Re— R�o cw.,7.y P_ D­ 4 fui 11 3LbCA.g.,Y- D.*,gi D­ A­i­I!­ Conoli... haefilesi Cen,41.14- U." On, Q4 ii Am ­nn A­­Od f,, vw ai­�J­)- kroas, te- r)ud. On i4vk7. 0Wal. Ii 21!L lik Pi 1'e"lial, 0 9 =07!i �4" %�q C­, 0- 01- T" March 6, 2023 PRODUCT APPEF 1' (")VAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.Er42 and Florida Administrative Code 9B-72, pilease provide the information and approvai numbers on the builcling components listed belowif they vAll be utilized on the construction project for which you are applying for a Category/Subcategory Ma nufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IThem, lFiber-Classic IFL20461.1 1121131/2026 A. SWINGING aTru and Smooth -Star (NON -IMPACT) +67.0!-67.0 psf Them, aTru Fiber -Classic ard Smooth -Star (IMPACT) FL20468 +67.011-67.0 Psf 12/3112026 Therrr aTru Fiber -Classic and Smooth -Star IMPACT) FL20470 +80,0/-80.0 psf 12131/2026 B. SLIDING MI W ndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38,7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayre-Dalton Series 800018100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayre-Dalton Series 8000,18100.,8200 #1123 (16X7) FL8248. 10 +30.0/-33.5 psf 12/31/2023 Wayre-Dalton Series 8000/8100,11"8200 #1124 (16X7) FL8248. 11 +34.4111-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Difihsion of AADG, Inc 607.707,727,747.and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 121131/2025 2. WINDOWS A. SINGLE HUNG MI Wndows and Doors Series 185 FL17499i2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10'20 FL11206 +35.01-35.0 psf 6/17,12027 Pella C.Dorporation Pella 10 Series FL16603 +60.0.1-60.0 psf 6/22J2023 B. HORIZONTAL SLIDER MI W ndows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella .3orporatior Series 10/20 FL-41 1161 +30.0/-30,0 psf 3/27/2023 Pella Series '10 Sli&ng'�Afindow FL128,11 N,,iA 5125/2031 C. FIXE D MI W ndows anci Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N1,A 4130/2025 Pella Corporation Series 11 FL6694 +50.0111) psf 7115/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI W ndows and Doors Series 5764 FL15353.2 K/A 12/31/2024 PGT Series 5500 F L Z26 1, 1 N/A 5126/2026 E, OTHE R 3. PANEL WALL A, SIDING James Hardie Building Prod. Cemplank Lap Sicirg and HardiePilank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12,131112023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHE R 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimens;ional FL10124.1 N,/A 121116/2025 B. UNDERLAYMENTS Tamk�) (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/29,12023 Plyglass USA, Inc. (for Mile Roof) POLYSTICK TU MAX FL5259 NIA 12/2312023 C. ROOFING FASTENERS NOTJSED D. ROOF VEN71LATORS Thom,)son Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N,(A 9/9/2026 Floric-a Metal Products, Inc Vent RVIO FL21580.3 Ni 12/3112024 Loma-ico, Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 psi" 12/10/2025 E. ROOFING 71LES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849�20 N./A 12/31/2025 F. METAL ROOF Drexei Metals, Inc. DMC 100NS, DMC 15OSS. DMC 175S. DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Globe" Protection Products Galvanized Steel `:.torm Panels FL15076.1 - FL15076.2 11111111 12113112023 All Ar�,,erican Shutters & Glass Galvanized Steel Stoni Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP -Structural Conn. see chart ANCHORS Simpson Strong-`i see chart S. TRUSS PLATES IT\N E.uili Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 Ivi Industries, Inc, Truss Plates FL2197.1 - FL2197.5 111111 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVIL, PSL, LSL FL6527.1 - FL6527.5 NIA. 10/31/2023 D. MATERIAL Cast-_�.rete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11112023 Comr-,,ercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 1 1 1 1 The products listed below did not demonstrate product approval at plan re\Aew. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite: 1 ) copy of the product approval, 2) APPLICANT SIGNATURE Flotida Depariment of Nisiness R Professional Regulation Buili Codies and Standards Producl Approval Application Detail 6.J.1 01 F "-I - R "at Entity of 2211 Date Date P"pro, no I- ver, to Warraclure 'I crepnetrill,UCCOM Vdi'ddlea BY Validated Ojinnrft-0 F3C ftyncival Awro4d 2C10 The-l"Pu ��,oirpari 1 Y�,Jct, P 5cl_dt P R �­ I K.nq -- E "!!=10 i) 7t-. _'Fea�,C Wr29!:n2c- i r�fl %1_11,2(l Aw,,� Cateliii Ext- D­, i6X� �A 3 711 P�1,14n.' f A i -,� 767-i5F� SUbC8I*QOrY. SWri E�Tr�Y Awlfti�� C*MPIWCO in Fii RO9rIZaOOJ 1 1 P-ri `0 VIA FLA20470 R3 P1,1-i Ergn� ptoltllcts �M* I�M�V�Tll 116111 Nare, Producit Dese"Pinewn Quality Assurance Apgrowd to, Use ContracExplvew Daree re HVHZ Outside HVHZ R 1161 Prelim" a I Ci ­1 6�rn Orai I rlael Y_ Y� 'WA `�beqiasa, 1­21e D­ Np'.t."q T�­. !,u P be, Cit�si, tind Uso aq� 11 pa.M4,C1. opque, YO, V­ "Gle Ls- .0 3 7�­. T.. 741 iani nd S­wh 5-Lor Coaquie i 21) 1 23 Y_ r�A Fda. D­1,4, 0- at.', , eatnoI,It S�h_ �,_NhDu�­g Xx or Ox-i loni ........ 4 1 7hi FIbeii .1d Sinni No, ­al 88010t.0 U­Cirr�1otWot I 2)]1,2D22 Ye, Y.. cz, Pe ENe hb­g!­ Sniie, I fr­g;-_,uM­Q. X - fg-t." T�­. IT. `;t­Lcb­ ­J S­tP SrI, ;�­­ aiii 21-11 01-M Y_ Y_ Y_ "YA , ':�wr -mle FNe �a"i,AXON 0-P9911mi X0. ox ot oxil �Onr;0").6) 6 T Trag,a-Tiru FA:Ar."� Ani S­ar-51A. .,_ Oal 3"1 r I Z1 T 1, 2112: YO, i ea, YO,a r-VA C­pmte ELhle Doubse 0� vor�h of 7 Tt-- 7w PhOa-",­ 1,d ��FaZe� '2ii�Irl.u2: Y ea I- VA 7in"P.W. ENO F , berigia" S),W 0oci, ii'$'nangicuft­.Q� Y �hi 8 h Tbmia- lir. �,iw Ca*w and �mow--64inf Nwf,nid (ION �4 Som enpaotrqwt olucd 1 Y31 1113�7 Yr, yr. YOS 4A C�Pnv.vta Edge F.I:ie,i�laisai �.ngk Dwir,.i S,,.k4f.r,) )(0, OX, or 0)(0 _raflgwatorso 1) 1 Th-Tir. I-ib� no, ST,i Nol:fal 30_11orB Yet, Y_ V11 ­--pi,,sete ENie F,ba,,i D-h. C,-W orth ol 'affo.t sciowsi,, (ir�-Nni k� or OU13 ,�Pflq`Aiii 10 1 71ret--Tru F,oeT--_ai ­d S�hi 'l,r, Ina U43.9 0 11"41mi 1,1�ed 2,31 202� Yes .6s Y� tlrAl E,-,e F,r*,914as ­91* D�, fil-o-'110"Imi Y Cn,fq,­t­ learri T1. Ft-Zliitiii ald �­Iri 101711131 V,23� �1 i ­ 112"22 Y" N;A, Wane EN. An, X0. CX ,, M, 12 1 TfPiii ii a,rd Norn'Pal 68#39 Glazed 1213 T I= t., eft I," rWA Can, P-18 ENO FPrai D� bi- Dxw 41P I,, "1�40u, So#k" nr� XX or CXX0 13 1 rhe--T,u `:'DerLrii and rt-nni­� MS:39,5 &quXL)-prt&%Wt -1pq- vei, Yea, n9A pns,le Fne Flbaiugi� SI.gL- -1�� mth Ii I"PaCM0,01, 5,J.ni qjcdw�,N. XO OX ., 0).Q �fig'irart_s) 14 Tt,,enrua-Tru and F�th�w rftnnt"l Mswr 8 &:tmrIrn;4eWiai )Poei� t zr� f IX�., yl�% 'es Y" C�Mtai Edge Filerqlasa DouNA D� ele, OV0 c�nhg­T­j, Ij Ti­­ Trui`ib­G!-­,dzza-Ih-6tr A— 8&*,19 D I-VIii 1, 2-C Y,,� Y_ IVA P.We ENO r"'91- 5�ngeo �V,. Sd.Jr�, 19 p Ti T,i, Fim, -21-� .,,.i Srmir,-Stv mo-iii 8&#?9 0, &Q.1�InrP4C:&Pro1 ��Pquia, i- Yes NVA EgO Fteq;laies Double Door W, S0nWts i1flIeuVQ1I_­ni Q Xu ­irr.g­ TIJ 17 T�­. T,,, lr� ran­-r_�­ end S,-tr-Sn, T4%!-1 ­P­1aq,.t CP�R­ 1 Z,-., r-rcr­,-, Ye. Y_ N. Yh ,�.nni Ed., - �'beii S";1e i)iii T­(n4-Ti­u Fooet 0�� an,l cno,Itr,51ai iiOTLIPal U#3ql' go�TfN�n I11VW1!1eQi 0IT4qL1* Y@,I No IVA Dw, At 71,-, T,,� Pi� ­dS-,oft, Sta, I f­nkq�t C;P,.iIIP 17-131 20-C Yei, Y� No IdA IrrrmOn. EIg- F oeri Liro�t,* Dcor wt- �5, I Tt­T,i, F.L,-, C�- ­J ST­Ir-Sla, N­­, Mir OpFq­ Y_ No t,4;A �,Qrrpe&ia Ii F ftrglase '.vige Door T�-v. T ru Fib., C­­, aird Tth-St;, o-,Il 31 `4�n Opq­ I 1�i 1 20 2 Yes V No VA Ed;e �ibafil� rs'pie DX, ",ii S, A(" 91 Yo. �)x � COX 7 h,r,.,-r,, Y_ Y­ N. N�A Z-1,var, Eeige F,b�qiaas L),., ea�h lotrlo;t Sid'R­ I Im-rWrA.A�,ij �X,,v Q)WJ wrtigur,rion') �Ij w Ti`­ 7 r�j 0- uti Clei an d FiricroUT-Star N'­­1 ii A 14­t 1111,1­0 1213 1 r_-= Yes Yes Nao 41A conriForov i:,dge Sara he cv,, X-,fi' I,wi­1 :4 Th#­ Tf, Inc, No­­1 &­ti,*­ rr.�.&c­, G!­d Y_ �­Pet. I qa. r ni srg:� D­ ;In 0)(0- �5 ThIeIrTIP TFU� at)lj 5ri StPI' NOP"Pal 5L&O.-),6 Glai I.Y31 Y_ I. 141A -Onr,P-1� FrIg. P braql� [)CI.L 61 Cl­ Am Si ab ... j Ti,­._Tnj F,nev-Da-, Ord �V�_Star N11111211 M039 L) &I'lot-raon- GiWeId 1 �131 Xr22 F,bOrgi- Si 3-r )�-figjjil,,�. zaI Ti Ifi Fi ad bU30 0 "Sq"I '" Y_ Y eO WiA ""'Pic.1i, Edi Rtwg[aie, 3"pli, C_, �or .­QeD�4nwng, )(0 (�)( a 0)(0 2k, IT-; Tt-- Inu Fa�--Clifssc 3rJ 11"31 rill),.," ye�, yt, Nat, I'VA C­,f�at� Eai F beyifaiai Liouba, 0­ �� z, ,X - C > 0 0 _0 0 L --- n U) Q) -t:� (3.) 0 = 0 0- -2 = 0 0 .0 M M U_ %+_ 0 > E 10 -F u) C/) < Z Z LU MJ Flolida Depiaftmeirl� of Husiruass it prot ei Regulation P.0 1 e 7 JUL 2 1 2023 SLAdIng Codes III Standards Product Approval Application Detail VV nfil"n-PA ;P* III �F Imt A" Q& eand rw �Jar vaiii Kareari Q11ils, S"Ini 6JAME VAletall at liallwa= U& Mmim A-aad 11114111110, Re— Mc hit ft"j-1 oia [IMI, 131w, iii u;�Roll I -II 1171� Lin' PE 1 iwulaw 1C,13i= 1 ?11 1�_, �� Ac..-I C�#gOry: F."o, C�, 1717 3", 1E fr5i I Z, succr..Wry: siono Enai Dw Ass­iaso C-gi NOi E_Iu.I! -,r- k- a Virtual Review Assist, li c. It. Inc N Review completed aid approved for co liance with the 2020 FBC 7th Edil Qiiai Anufaii Aywii"d fee Qso AL09YIelfer InI a a QVII140tiI -Wtjm -- ai FQ-k AM, Al qYMZ AO PtAm - " by Debra Anne Klahr �X2300 I SEMI 42� At 5�� �MEI 40 k �,INTNL-V �GD '�_C 11_*V�11:14 it� Yet rao a'A 14� 41>1 PEINFORCED 2 SERIErs 1.,0.4.UK?J.M sclu SERIES 420 ALWINUM SGID �,X a MON FiFINFORI-FIL niRIEE �10eaLMNuM W RE,Nrii, 9= �t RIE�, 42 1_i3I12C24 li� III I.. 1,A 14!5. �1416Q,­96&q­ 4 SFP�FS Af� M�.Nij%l -,-,El RCINirC)IRC+�, HR[Et, 420 AL�IINVM S,',!; REttiv,-IRCFE� -aX 1232 ITr24 N, 40 N.A :21) EREr IER[E� 1,1Tt A -'It, V rGr, PF rill �­C' .-1 1. Y" (D Florida Department of Business & Profesaio^ad Reguotion Pea. 1 .0 E &Ifld,ag Cocies and Standards lrer2l Product Approval Apple ROM Detail Q10 bi 2" Voice pri go 7ja Vtf*or iianufyriarer &L� 40"Ifted FiIC A:-DmYW Ap"Wid RVA& uii!:�­.o C­ e""" ­', 9 jeeVev P NPes., P F �.Ppi iii re- Ok- arc­­-faPon Suay-air Wry. se- C.- c,-, A.Ii ICU L'Iawartin Femlid. 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Wilk � Ldli AWueri Aimp"d'% Iflaxi D"Ji i ",a aA 7 salger PPIT, a Pi Diii ctari F-alke, Ulu Putt, Gh­ It,' Lo­� SMIge, 141d pa,Tr or in yrtz RGOW" e, us lenii-, N,A Lij Florida Departmera of Bu3iress Proresstonal Regulation F., 1 .12 Building Cod" ana Standards (D Product Aii Application Detail < NO 0*4 isenona 901 _J Y__ "anialai i ad vaii Ely MA1111111 Statevi FEIC A.-,M A,,,,yd CL R.,a- 2C III M! N ld�s ai,tj V�­ Ii �-*PT;er 11ni au�hl�ri J.,,_ Id 1.1� PL 11,17rTZO ­1712(120 11177 IN 211 AT",d Cali ii t_11) 366-3300 W.­rOi II-letion 1 51 Subcategory: &roe Hung SHEET NO. caerpiJari M Ottiaid: CitaftPIW WA Or fan,g C-S t Moft lilarwilw or man" Qi A,- Frei Pttyr,pi C211i LyfratIM29t rei F�A`P, SO01. H" 1 A-,,,d for U- a2z2ZOLUL2111 1021 In byliz QAf;* H R"Nuirl 14. Y,t No QME Iswssi I PA 1.0 (D C_ Florida U) Department of Business & Professional Regulation PVQ,,6 N q Flo,,00 Departrin" ` his,ness 3 Fro�eswinal Roq�.i�!ictr P,;­ Floide Depa"i ent (A Bowes, & P,olpsonai Regulation ,.I I Flotiflin Dopertment of Busanoss A Rrotasfsiona� Regulation P.P I d2 > Building Codes and Standards Buld gGodesafrIdStandlaros Building Codes and Standards Building Codes and6tandards, 0 (D Produt.1 Approval Application Dertall Product Application Detail Product Approval Application Detail Product Approval Appiticallon Detail 0 umom& (3) 0 111.0119litm ILJODO —0 im version Marturfactitrer cant= Eiraireff & License Validated By Validated Submitted QANLM= r EIG Ainuaviii 2& AmprGli Statu Rills C4, PlEldi DA, ;94l Eminm Part 9WS Paul PNKI 1111t Vediiar, 14-lactuner Rol" Ix Caryi act find mot A L�o VA4110dW gift 21" Dag, Pendift fts V4110AW SAMUM fA;-8QZBYA A,,,,d align r-- (D W R-al­ 202Q Tiferm-T- 13.,parfl Sti In.rrao'n Ly rdPn F &Inmi& P E Ry- J King P E 10007�*2021 _Qx 18 M.1 I I Ul Wrl-11 I �?t 1-20121 1pp,-.d 11'ro, yri-V-0, md'SwIl UiI V1, Arm Auxvirad 42aA ii(a Vieni dijtralnf�w C" tim "'Iffor f, LkLartut Validated ift Yale" aubmtw F.7SL AMMU AwLmmd sign 2(12D W W.,,d­ ­6 �,t a PC ir2rOM 1112arT2� Cn Category, Ute,lor Docile ISM) E��7628 1`C-4i!A0o (81-3) 7.7-ti Ro-Of i341�4615,01` Y, 11-tr Am,fc 1, -' s-W,t 1"! 4 4.�, I.- 7 21n` W 1 11 W-IT. 2c -Wood calloory: WPJD.1 J7 $ 7� 3SIZ300 M-Liha­ A.-aeor, 117',217 Rana CZ -cz Subcategory. 6wging &Aenor Oloor Compliance MeModr E�W"tfoo Report fro.2 sjaperi�onothemnalr� cx, An SLArGatia-y sogl 9 %ACweWry: Huiz,�mjl %je, "Caragaii Rx.d (D 0 bridal Registered Archiect of a Licensed Floi Cannall- Nation C 1,n4h,,W- �A" or, n"t'llarnte WIN'& C*rV`),t,,,j_ WA Ciath-.0- 6" P, _,tP11j 0 0 F-rd�_,rIal Enginii,or F.1112A 11124 111 t Si a, w1kis = Q) fl.82044l Prodi A,-" 'u, Ll­ #AW�ILM &WORI for Ill otslan amdwLAKUUKra Annumad for U- agwaniLaLum Wall 2lawal 0 0 wxkx� 11 pallJA M20 hamn, rill -,lisam Dlaujigaig ciaract Ewitimim Nt%ioo WVNZ powmi AMA nRg Nommallbar"Narno N22KI DU&Lkwia CadLKIZMALdkERAt In outilile Ittitim frital ftdcW- Quality Assurance AporaftatforUse Aialfrow6fli I mplim Deal E12" y2olifill. Nzagia-ZAME tftw. r­', li ,FA4 ­g ill" tvb I "1 UPII ftell�� U11.1. JE Ra em.si 72 ­..d (�fiml W-IM023 NP YiI,, N,, .8ol-An (D ILL F_q a PnOdii Number or Name product Description ooritrac'. E.Viration Dale in MVHZ ovoide HVH2 Resistant pr�m ­qIt IfA 1:j iGIM4 Y., N� -!1y. 5 I a Therore-Tru Filter. rinse, and Smooth-StII Ntim­� MOX, 8 &qw Non I Ouaq,e 12 r3 I TZ 3 �12 C,opir,Ma Edge F,beirglaief. i6aiig�e Lx" No yfn NIC, Ni`I, 0 > Xtorhourittio,-) u) E 0 b 'her-a-T. POw-C'"s, and Smo:At.&a, i 51103fi, 0 &qw Nan.-goor1clon, Orafirut No Yft N,�, ZIA (3) LZ L_ �;ooll:esft Edo. Sri cloo, -tri OX %deiil �1 ns­r0)utxwn*� X0 or CIV: onef'g..b.n.) (n c TlIeirma I r, P doo,-Cllau�o and Smodfr­-Aa, Nominal 6SX39:8 3qUal-Non 12MIX22 Id Yes, No 40— Fito,rglafa& Gorepoute Fdge Doobii, C)oor .01hea KXcq0XXn 00rfQurabOnLj 4 d 'h,r­To,F,1,­Cl-,­dSo..th-"ai Oloaqu. i��il �1322 Y_ N,., Zwrprlslls, Edge Flte.lfi Ifid'Sirgl? FK.W- xconflj�atw) 5 e ThP.�TrLF�irw.D�9c�nciSn�Ah-.3tar 4on-Inal 141431RD&AUCA Non_1rrPA,1&quo!, am,lop I 2rl I IX 22 W ',)4 C;ommme Edge Hteqom 1*gli, Lox -th S.0100i Y'D QX x QXO confgwmso..� No No "P. Florida Departmen! Bos.rfess & Profossioi,31 Reguta9or Llorida Dopertintert of Business & Professional Regulator. P., Flordar Department of Bustriess. & Professional Regulation 6 1 T lieo­T,,, Fliner-Cl­ arc_ SrroLft-�W Ndrnal 8&932 0 Cpaqua C_ p-liteEdg.Flibeol-s5�,giie 5oc, Fli gCOdlis af`KJS�81­rdBlt�i - Hakillig Codes and Sta I Vdards. 157wi Building Codies and Stand larch mv= I ilw1rafOwtimli X m*,34lotior � 7 9, Tho-a-T. lt,fm�Caol and EI­rcoth-$�W, E., nd t 4 74. l4iA Product 'lipproval Applicatilon Detail Product Approval Application Detail Product Approval Applicadon Detall be Edge Fbergati S,ng P, Doo, Ah s.d.= r X0 Cx ;-'X,,') 8 h 7 �enrrra Im P,bek,Casiii and I�Imootfi itta, Nix,,nal "#19 0 &qul"k I CIPal Yf,, NC .114 Cemr.o6ft Edge F,be,94at Go.bo Doer ft 1 laii V., �al 4 jagIurfor 11 Uoiallit Validated a, talidwa isuilariftiot Mr A�enof arlismIrl YM- I Accri," A .. lied V#,Vw Manufacturar Comm Eftabler 4 1jC@r*4 V4Wkl&*o W V311dmd SLbm*t4 FICAMP" Aparo"d L Therma Tu, Fiber-Calistc arid Norrinal 6,501 $iqifon?40,-Inopkttaq��. 0W-d f�, ye, r4c A Arimw­ N:�: ILI, Ild,_ ­ Rds­!,� 2., A L­ U -n PC �,,r6rbQi qil V20.10 12M12L­ Ad,­d Affirmial- aill, PGT 1Adu__ J­ 1—i 1A.-oade sl� 0 iffllann,Oaft OCCCI Val I IM�_-23 I I Ark5r,-020 E doe F�biargiws Si Ing le Doo, PE 62�14 FI,� �l caagary, VW ifial�4Al (7W 315-250- subcosooryT vulion, 10 TOP-4 Tru Flbar Cas.7 �' Sorci Y_ l0i r1,14 k", fillitrua: P" I Cakopha,talleaffiW, Cwtitt,at- Min, w Ll,;0rg on CorlpofAe Edon Dot, 'Ath s4el,Wsl AC C�X � 1;X0 f LA241A24 Pit ao,nI"?urW,O til A ro, 6volonel Llim, i V. Qualft As— Aue'lainad fal, U, knou,,l D_ 11 it Tfie�rmaj,, Ftiet-Camr and UlWeio I 'Id"�', T)22 Nl, i N'll, Puldliol Di morI ajon,eit ibe or I, 6. P1412 ChAsitir li'll Ri,,luAarA P,­­ 11!1A fit coutt Model. Fluinber or, Name PY'Aluct cei�rloi cor1i !"i on pat In f1m outside lr�ly z Cori poili Edge F beqg�% C�bfl CXKw o&. Or X).­0X.KD Alq r-d clu*o`pm�l Adlarsinfifild To, Use Amovad 1, U- immig 229M 1 Wilullo, 5 for Ail Dool aA d WAdws Akim,,­ all Y� Y., ilia oolnllgi.natl-s� ;b1l �y­! laism jItill 2c; NI 134 i Nicalptw) labir.1 NuIll. 1 z�n I Kirr.14 d5i DLt� HV41 NO Y. LIXDWA I- P,,-,, NJA I L Ther rra - T ry F be r Clalilil and S m,:,ol ln-SW Noiwfal 7039,0 &qvi Glazod 1 1Z I 12�2 r4o No rVy, Ccir,lIowte Edge F,b"atfa Sr,q le DuIx X 13 An Tt--_T,,, Fbe,_01-- -d S,-th star C,­il 12,11'2022 NP Y'. F4. I., A C�IPDII" Fdgf, Flbfrolft� SIng 4 1>X1 �Ah S�dehle,�,) Y4 OX � 0XID ouni 1, 2 � _� on 9) 14 in Thadma,Tfu Floor Cow. and ida, Nominal a&939:0 :,W&J 12r4 I r1j.7Z Nit, No NIA z Com"Iff Edge Fibefolass, Singe Door Itirra'A'gifoutswng x conrguf�to,j 15 T heirma-Tir. F,bla-Cafl;sic No N. VA I ---pill Efte Fbainglea& Sing* r>.,,iAfh SAd*fe(Q YO OX or OXO Florlds Departmer, of Business Profess onai Regulaincin fn, 1 V, Flonda Deparbrend of "iness & Professional Regulabon F.9. 2 a 2 Flonda Departmerit of Business & Plisfessional Regulation Radi, 1 Pr, 16 T. TherT�TjuF,tw.C�ca�ndSrrK*t�..;tar 4-".04 68l &�WtN0­mPikA5qLoL 1 L131 rZC22 Oarnfic6die Edge Fiberglass Coulble, Dol Wh or No Yes hid N/- Bul Codes arld Stanclannt- 4tdAng colors and Strinclards Building Codes and 5tarclards vieftnouri Sidelol XK or,:)XXO MCI Approval Application Detall Product Approval Application Detail ProduetApprovalkipollication Detail W con4f,ram-sl 17 a Themrre,7r, Flbw-G,;­sw and &rPoctin. NornnaJ 69039 8 Opfaq�t IN31=z No Yea N. IvA Cor,pcwW Edge rborglaw single Door kh Tidallega, fIrsa,i nglOutieffrig, OIX Ponfigivabon) 16 ir Tinerma Tru and Snrccth�Stx N-rial "ill 9qLA;t.Nr­imPaot&OMt opaii 12in1*02.1 C-Poilft Edge Vberglafas al,91. Do., Iath N. V_ No rfIA 7ZW yartinar, Varearadil Carl IF- --gLatuilijiraigi. Validated by 091 DKI IMI.Py"glind gel Validated submilld Lgv.� Aa,,,d status C-& V-- ellft QQCL" Enalinear A L-Ant, valididol 9, Onif Do. plate P4,11diro YAdaW bA=C" F&C A-,M A, -Id Sidi yaralan Wainufal or Gandbal afrolfars & Lk.- Vaddind lk %iftfidifigil FOG Adlard�g Anialoved Sideule(,tf and Toaniam OIXO 014DX or 010)(0 configuraborl P_ 20-V Jam" f*101. gu';Ji proxf�tI. in, CI,00 0.al V. I qro. Tan It clirfl li, 41"0_11 0,106120zi 1.,, fE,-. ;- MW 111i "mi, rMaml Lyl- r P 9 Ry- King PC. 0-rr'021 3�,IIW21 Applaaad 3AF Lafgal Ri lil'alfal stat, R*W illiorri JohnW.Knegavch RE PE691fle rr2-6ZZA 1211912014 4 21171d(Y22 1�00,22OZ2 c2107r-021, App,-fd a The,ma-Tiff F bta-Cuse, and Smoclh-&., Nonnifial GM39,8 84.otj4.n-lmtou:49ci Opaque 12t3112M No yf� t_k� NIA calagoril: Plural NAS ��gl s43 A330 or 1�62 Part, RE 434,39 V:� W 0551 (soo)?G&34i1 (554) Edo, F�bfsriiia" singe Door mt1h "Calownw. ainq 8.1bcal.ol,i 3-F., 8LbCAgly­ lt,,iphat Shala" Ivehw com mi A-Z, OX Or 0)(0 oamplian'. favrod �akv­ t,r,, lt�,m a narp, - 11i tr�, "n", Corniallerike Mail EYrA.Wlm Re;M "in 5 Coobnuouit Head and Sill Rands rolasftmiJ Arci ors _­­d P-JI, rl,.d. Pl,,�­, irrf�d­[ rl,,Id. Pol R"WiteetfAirol a a Joansad Florida t 7hamia-Irru F,beir-Ci2adoe and Smooffil-SW Nomme! 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Plans view completed and ipproved for comph nce with the 2020 FBI: 7th Edition F:c4do Departintor of Bus m-ss 3 Profm,ona Regolailoi Florda Dop"ang of Bi4lrl & Professional RoqAtion PIl al Florida DepafirnerTt of Business & Professional Regulation ilqo, a, t Anne Klahr M 300 Florida Department of Business and Professional Regulation 841c: )g co Coo and Standar& Fi., lidurig Codws and Stiifl W Buddirg Codes and standards W2= ebra Building Codes and Standards 315,2022 Product Appioval Application Delail Product Approval Application Detail Product Approval Application Detall Product Approval AppIliciation Detail (n FUM nu 4W W1, Vamor, go It iq & Unairlas: ydbastu IN 2NO pill 202"Iti 20 VA-.tod tlx�-toc Fbc C299 V__ 11ta"ar""'Irt UMU.4 C-t.,,f Zmsin- & L�*- V#;Kde, ill' 211 At UAL-Pwg= V441"4 sUbmillArd Fac Aoaroval mu aolynlid coo teft ytaiga marwasagm MIN 0, imlirA U91 DO A 6KEn valial lk 09014 Dill", D90 pancli, ON$ tgbmufil fKam M01M a" Ax 2 L-n- k,.- 1 L G,,1 RV rj ­.X, ':20 End,, p- iaPl4c nr V�.­ iij,13 i R-siod 2020 Gl" �Wtactdn F*l LLC Tim Robrim, WArV A Tillij, PE Jotrillif KrerannhjF cov)"N Cellij&M20 104,1,10;v 1211512T20 (D Eni o 2M PAI 2M stallis cwsfaryt RoPling 1$10"W�10 Pit Q42 �7171 CAgol Rou,' tjwl) jAGrQ1 Li_I� 206� 1:15.- N,0 catoal sh.h­ flift, MY, 76AS P"167 il,441 rx�4,-_4 V2121213 Manufacturreir Contact Engloger i Validated L3Y. 2020 DOLYGLASS USA au-yAllarett, License jobn W Afislated 2Ubmilled Penglin ARE2129 APP"id"ad I W&I-1020 FBC inlil,,iril par- fin, 9-Ing 5�,011 Ccimgllan. leath.0 li - Fev� ton, I auecla.grl Sl_ P-- Com;,iare, DOId. 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"um"Pik, Engineer I z WA Fra, FLA62694131 Producft Quairy Asmranc Approveirt for I AQrnAdj2LAijj* IM= 20M Cf) -3- is Product ModaI,, Nuarber at Narl Product Deactription Contract Eiglital !it III Chate, outside H Ite"ant premay Po4irplat, RoofUm6etayrnerits; Rolling unideftyrrents; I r1c.= No Yes i,UA -WAJ-622 5 Polygill-I RW UinalailaymeMs (HVHZ) Pallygass roof itinderlirrm ents felt u" ir, FSC 1212a=3 �es HVH7 No VA 2 Polygilass Root Urnoesaymeras �rfw-HVHZ) PotlGiass ral uncenayments, Itt use in 12123r,M No Yes VAI C 115 Cz F8C oon­HVHZ jurifidifsons rIoida Deparimert f Bu&ness 8 PIolfesbionol Regulalicn 9orca Cidoortrykart oF Business Professional Regulation Pada'.41 Florida Depar"farall of Business & Professional ReguVior Palo" 01 1 PosyglaSS Roo?U"olla"fards ��HVHZi Pollygleas foal uncerlayments for use in FBC IZ23FX�1.3 Yes HVHZ)l,,i*dlclJ- 14* N111% ft,r, Buildir : Codesand Standards �Y)2:� euildirfg Codes a,,A Standards 'm;fo., Building Cod" and Standards Irro2i 2 Pi Roof Undefiglyments �rfdn-H"I, P*Sla" rod' undedaym "s. for use in i Z231=3 No 1I yes VA fVAke= 5 Product Ai,proval Application Detail Product Approval Application DeUil Product Approval Application Detail I Pdqyjass Roof Urindelloyments �HVHZ) .,,HV4Z jurifidktorris Pollygless, rW anderiaymentis for LsIlt n. 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Procl,,at, R-A Rdoaai,344 Samil Grateltiarp W 53i 1 1W�_n 12A6,7070 12f_15l Cing, FSC APPA- 2 Polyjass Roof Uroelayments �rrorn -FIVIRZ PoI roof urifledaYments, for use n I M3=23 No NVA -WK-e22 5 SiLloCistagory Stop­Rait-�, abIl of Ill rtm-HVH2 jurisdictions compliance Method, EvaJIi Rcv_�t a &A��ai Ril,pn 1­ fi- T�­W Carrillimealathad: EIjowgfan Report fror, Pti,da R"ItAlPfil A�nl*Ct Or a L­ii Fic­a 101cresilloal Eng,ouier, ILI, __1 RoNda lftisitlfaakdNd�011 a Limfmd Flotilla P,.f--d Eng- ruin 706"3 Proaucts 0­oVA­ AW ­d 'a t1fia Alfframd for Uw k-PW bilaim, Quality As%oancy bJgW2YK_rW_= AMMMUSE.Oin GeN3, 1�-, Mot. JoArbitr V We Pr"Waryfloill Ion Oat in HW Quallatima a" #�W f Lin 1744t$ ftaked,; FtodWilkodal 4mboaWNUMV trwr cipnua�-i F.Rratuan pat. in HVHZ oati nV4Z Rob il Pnri5� 7n" I"oh­5l­infI I H 5­ S: oAftIll Y_ 414 WA QuAft A,-- AWAMit.ULM Agairmaid for U, waa i --till 249a Sae Slorl Panel,. f-anen Pla, Wr�i ­11tar I 11,11 4,,, Y� 141'. NIA !$-a Pr~ Model. 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P=0 ro- Ow (awdtft 35-vr t 02Ha2039 !b Ym W •400.00 3 snow 180 w FAwnnoae4 or.i.I 8Movg Ores noo, LYryA 7-P'n4:'0X' 9," Gam Ow (77 e 871 (6r}4f= Mkt Y" No •30146 4 B&I I w tr Pine a Awnd`.i#p('11I Ow YRrilNV. Pirw f 4MC'O- Dt%s;'�7rf1Ir, 47-1rr. MOW20a2 N0 Ya NM �2b.76 96.tp2'} JUL JUL 2 1 02.E i ual Review Assist, In(. Plans F iew completed and a proved for compli I ce with the 2020 FBC th Edition by ebra Anne Klahr PX23 10 L C� tts co O 0 Q C) l Cz U m Q Cl- 0 w� W Z J a - SHEET NO, March 6, 2023 PA 1.2 = 7- 1 � I I . I _. , I - , - 11 1,11 1 1 1- imill - 14 - I I 1 11111111 1 1 111011 1 - --I I I I . I I It I I I I I I I 1 11 11 it, 1, 1 1 1 , , 1 41 Ar. ! I - I - ___L ! ­­11""11=! , 11 M=l' Simpson Strong -Tie 2020 FBC Approved Products Jirdmr�.l Simpson Strong -Tie 2020 FBC Approved Products updm`­ Simpson Strong -Tie 2020 FBC Approved Products El= Simpson Strong -Tie 2020 FBC Approved Products Updated 12riGr2020 For di Orks to sit SST approsiats listed below ;;or dlrt4�t 9,)Ks to 61 $67 apprdivals Ned beiow For latlt Ilk's in All 11:�Sl T NitirNals Isled velmy = For dlrelt It*$ 10 gal SST approwills ksad ",w -i-l-K HEE I - For additional informorm togwiting Floodn's &.0riAle ProJurl AppriAal System and Nbirini-Vacle courry hoi U A�,rtuptarrat, CHOA0 �_WgirTtl ��l IF= Fa addirraii infolmwli felijittrisinu FiCKAH's "Vatli 11for1w Apii w,! '1i v� H_t tl:: .41 Peg 84,11torl"iJ inforill"Tiol ifiritrinfrLp r Ififill-i's T-Ael.*Vle Plifx1mi 414 MMIT11436 For orkliforsto infornfintan frf�arflftg riotialfil StriletwM Piddifulid Appoval rysttM and Marthi-ftfide County hortice of AGoeplairifte ItJOA) FL#23WR7 FL#10446-ft 5 11 HUS HLIK senes hangers Face -mount mingefs avallable In widths rangingfriarn 1-518"to .3- Rill 6" a rd heights rarging from 4.51111 to 11 " Concealed flange JdU Product Mode - Num ber or Name Product Description Product Mogel. Nurs per idir Narnst Product Doi nation _Sfgl Product Model, Number or Name Product Desiciiii version JH USC) av affable for models II trig vAdth equal to or 1 TUn Stainless Sleel Concrete & Yasorry Screw M N-SS) 114" diameter Titen staxilesssteel masonry screw I A21 A_23,A33 A34 A35 A44 A,�o es, 13T. E:T5, 6Tl-i bFick 1 es greater thi 3-9116' I APA,2i APA4 APA6 Ami/A211. API/A4 APVA8 Cwdoo, Aocerls, A,,gies C10�7�15 Coii Stracs 12 Ni S; series hangers Face -mount Nargers available inlvidthis tangting from 1.718" to lo- APEA4 APS"R APV866, APE356H APBU APB88i APP-111.1 0� A� -11 010R, A;IVO-44, C U 0 a r A�cue nits P os! Ba 5es 3 C 5 14. 6 �__ 51 8 �: 5 2 C, r. 5 Curled Stilaos 518" and heights ranging from 9.114" to 16' F1.11196119-M APVB44R, AP%1569- APVB66R APV688. AlDVIDESIR, AP431011D. A;:: 01 Ul JR 4 CS,­,Pl,1, C-SHIP20 Coiled --ba.�s I a LGU3.25.S;DS, _Gii 63-SDS, LGUS 25-SDS Facie-mourit hiargers 4 APOjT'2-4 APDjTZR4. APL)JT2-6 APDJT2R 6, AP'�DJT-�,4, APVL, -ZR4, kPVli 2 F. Outdoor Accerrs DeCK Jeri Tiei t CT�21� Cump,esiaoriTe"ver, Strap 14 LU24 LU25, LU28, LU210 Face -mount hangers Product Model. Nurg ber or Name Product )"critation APVDJ'M-r<-A #5 r-,SP, ��SP 7SP Saud to Plate to is LUC26Z. LUC2107 Facs-mtfurrt hangers I SDIO112DEIB Outdoor Accents Connector Screw 5 APHh4o.A-1HH4GR APHH.610 APHH61OR rjutd= Acciii Heawr Harper 7 HI, H1UA H2 5A, H3, ii H7Z 116 H16 2 -1 o­2S Hurricane T,iii 16 LUS safes hangers Face -mount hangers available in wroi ranging from 1 -WI 6' to 4- 2 SD91 12, SDgi SDIC112, SDlC212 S-trong-Dii Connector Screw t3 Ai APLS APT4 APT6, APVI-4, APVl.i5 APV74 APTY'76 Cutdcy Acceri I and T Rearl (_T>Ii,j,7V 7 P, 1A PGT 2, HC'T-e,, ­10,T 4 H.avy _-,irder rk-down 5�5" ardheights ranging firornli"Ic 10-1506" 3 SD91125S, SOii Strong -Dr-vis SID CorniecW $I; Screw 7 APLH24, API APU426, APLH-*R. APLH210 APLH210R Outdoor Accents Light Hang" g H524 Hurr,caris T�e 17 MQU3.63.SDS, %fGU6.26-$OS. MG-U15.50-5D6, MGU5.62-50�1,. MiGU7.00-SIDS hargers 4 SDCF22434 SiDi SDCF22014, SCCF22700 SDrF22858, SDCF221014 Stroing-Dirve, SDCP Timber -CIF Screw IR Bvtz brtc� Veneor Ledger Cc riffiri ii:) KS&1-,3DS1 5. HSS2%2.SIi HSS,-,;v-6D1.;Qi HIS164-bi Heavy Stud Snot, 18 Mi series hangers Fare-movirit hargers available in wMils; ranging torn 11-91161c, 5. SDCF221134, SDCr2l.1334 $DCF2719,58, SOCF272-14k 9 Ci C5T4Z Corceaw Bearr, I es "I H,9T2 HST3 HST5 HSl­f.k 5valight Straps 1f6" and heights ranging from 6-15111119- 112' 5 SDCli SXP2.1512 SDi SDCP22700 SDCP22858, SMP2'2912, Strortf-Dirve SD(;P Timber-CP Screw 10 C.JT,3Z, CJT4Z e:JT'jZ. C,46Z CorceaW jos, Tan 12 HT816 HTS20. HTS24. 1-11628 HTS230 HT-530C Heavy Timm Strap 19 MUS26 MLIS26 Fare -mount hargeirs SDCP,221 1()0, SL)CP221134, SI)CM71400 11 WTI 4 D e c k J c, st T e 13 HTSQ,3)KTZ HTSQ20KTZ Heavy 7wst Strap 20 SL'R SUL SURC, SUli series hangers Skewed face-mourit hangars avaitifiI in vvidths ranging lrom I - 6 SDHR27400 SDHR27614 SDHR31400. SDHR31614 Stroirg-Drva SDHR Combra-Herad Screw 12 Ds [Iry Wall Stop IA LFTA L)qht Floor Tie Anchor 9116" 0 3-19PIT'ard heights raii from 2-1/11111-314" 7 SDS25112 611 EDS2522010, SOS25212 Sli SDS25312. SDS2541 2 Strong-Dirrve SOS Heravy-Outy Connector Screw 13 FC4 pC6 rfamifig CIPS is LSTAR _STA12 LSTAIF. J.STAI8, LETA-2I LSTA24, LSTA30, LST-4,36 Straight Straps Concealed fangs version ii SULC) available for all double SDS255M SDS25i SDS258M 14 FIAA47� Foundation Vi Angles 16 LSTIi li Stranht straps 2X and 4X rrrlodeft� only acute flarge is conceralli 8 SOS25i I 2ES, SDS25--WSS, SDS25212SS, SOS253009S SOS25312SS Strorg-Drive SDS Heavy -Duty Connector SS Screw 15 GAI, GA12 Gusset Angles 17 1 �Te4ii) 6,di 21 U series hangars Face-irritiunt hangers avagable in widths ranging from 1-911LI to 9 SDWF2716 SOWf2720, SDVIF2724. SDWF2726. SDWF2730 Slong-Driver SDWF rloor-to-PiPor Scirew 16 H2A, H' 2 �,T. HER. H10A.2, '00S H14 i Hurricane Ties 1.8 LTSI�' _�S'6 L7SS, LTSX L iwit Tkw Strail) 6' and heighttiranging from 2-5ff1c 11-114" 17 HCJ Iz Heavy Cc�rceafed inoit Tw -. P MOT MsdiumGorderr Tedc-,vr. 18 HH4 HH6 Hcader Hange?s _n MS7_7 �l'ST,-,7 Pr_,3T4,8 MS-6C M:,�77_- Siraig., -Straps FL#I0()07-R8 19 KRSIZ Kirre�-Vr�e Staurvet 21 LASTA9 IASTAI� MS`[Alb KASTA18 1AS-42- 1. MET A24,161STAK 'AST4,3E MITA49 S-421gint Strap-, IFIL-111110567-RO 20 L�10 L50, L70� L90 Angles 22 M$T�_28 hil M�,TL�E�' %jlpTi_tj- M_-Tr­-75 tZallittil ttraps, Ig" Pmduct Model, Number or Name Product Descrilytion "I LCE4 Post Cap 2� M_q7;��4_AP3, ITASTC66&I 1pm�Beri!Slii 12" Product Descrintion I ATR318, ATRii ATR5if8 ATR314 Titnearded Rods 22 LS30, LS50 LS70, LSIK Skeivable An ge 24 MSTt2c fj%T13C, W�TI46, V��TlftQ), `VIST17� Soaii Straps 4, BA series hangers Top fangs hangers avaulatte in wiliths lang[rg from 1 .9118" to 7- 2 ATUDS, ATUO&2, ATUi ATLI ATUD9t, ATUD14, ATUO14-2 Aluminum Take -Up Device 2S LSC7 Adjustab-L Stair StT�nget Cori 25 M7SI2 I47SIB, kini"318 16ATS20 V7ET24C MTSSC-, M'S30r_ MLd jurn Twst St r2 p 118" and heights ranging hom 7-118" to W*� 3 EF-VS-Z 3PIf2, 6PI12-3, EIP516-2. BP5,t8-3, BP3f4, Bii BMTUL)3-4 Bea rang Plates 24 LS5,12,51.Z. LSSJ26RZ, LSW28RZ LS�;�210LZ. LaSJ".Il RZ Field Adwstable Jack Harge, 215 N(_A2XIC12, 9(;A2xIZ-l2 NCA;_'fi� 16, NCA2x`I Bridgin-d .1 Cw36F tones hangers Top range hangers available invirdths ranging trom 3-U&'toi 7- 4 CNW3/8 CNWM CWjstS� CNW34, CNWW.112, CNVVW4-W coup�er Nuts 25 li 81, ISSR2 I. LSSR7 37. LSSli 15e LSSR210-2 LSISR4110 rieW Ajuslable I larger 27 RCNR14 "NaIll ar aci n g 118" and hergints tan ping from 9- 114" to 24'r 5 rTUDs5,CTUD56,CTUD66 CTU)i CTUD76,CTUD77,CTUDd7.CTUfD88. CTUO97 Coupling Take -Up Device L63 li LTP� Te Plates 2�3 RFI�_;!i PPSZZ RP��2�1 Repair '�lale $VIP 3 DGF series hangars Top forge hangers avarlsote In widths ranging from 1 .11Z'to 3. CTUD98, CTUD99 27 MI-2137, IML242, Mill IAL287 ML21017 A,::Ies _9 RSP4 Said to Plate Cornertw WS" and heights iting,ri from 7-114" to 2,f' 6 143, W, Ii NO Heavy Hex Nuffs, 25 Niii Root Tre-Down �ill :�D! I-Pl- $,�4 SIPLi, Sid, d 13W T le 4 DGHF weis hangers Toptlange hangers available invadthsirargirl from 1-3/4"to 3- 7 RTUC;3 RTijCI5H. RTUD4, RTUD4B RTLJO5 RTUD6, RTUD7, RrUD8 Ratcheting Take-UpCev-ce 29 MWHVI H In Roof CorinecAcr 3-, 5PI-4, S�I+d 9PHi3 Heavy aud Qlate Tre 518"andhe,ghts ranging ftomfir-114�'t-,24' a TQDgr Tiji Take -Up Device �O NIMILU26, MMLU25-Z. fAMLV26 MKI MIALU210. rlMLU1Lj M11.'.:_LQl1 F- ac C-hlicum Har aers sa, d Sir � e 5 li FG7. EG9 sores hangers Top flonge hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take-Upi.,Vasner 31 R8r_ RSCP Rcolf 5c-'IclanT -4 p�i Y, ST9 �­!'F ST16 Sr62l_5,:3T6224,S;ti Slavi� Straps 718'and heights ranging fiom 1 l'tD 32.1rZ' 10 URS3 318" liolift Rod Run Tiedown Systen, 3 2 RS7-3 Roof Twnr,,�A, 34 �810 16-7 7t�3(] -F42 1 l 24%, 1-BLA 7��_ TPrE,or anciging 6 irs EGQ serivii naniii Top flange harigairs available in widths ranging from 7- 11 URS4 112" Uplift Rod Run Tedovin Syster, -,Z RTC_227� RIC42 RTC27 RT,�44 Rgici Twn 'Z, 'r'VqP_'C 7iNli "�NBTA 'Piall Brarinc 1j4'andheightisrang,rig from 11-114!'to 32" 12 URS5 5M'Upid, Rod Run Todown System 34 -:�TC STM OTC HTCL T nus, ii -- p- 3161 ',13T iG-q, VGT! Va-bL- Pllrri C"Tii "Odovn GLS series hangers Saddle hangers avadabla in widths ranging from X114" to 8-7194 13 URSO 3J4'l)ipIrft Rod Run Tietlown System %5 TC�.7 TX-57 7".. -ja" vVI IIIIS106c-, VVB112'117, �Xafi 64 iticir g and heights rang" from 8-112" to 28" W Z2.Z4 Z44 p3re� stil"elfer G�qs P GLTV was hangers Top flange hangers available in wq1th5 ranging from 3-114" to 7- 118' and heights ranging from I I" to 37' FLA104411-R6 EL11110531-R5 9 HS series hangers Top flange hangers avaifao* in widths ranging from 1-9/115"to 7- FL#10447-R5 1 f2" and heights ranging from 8" to 30" Product Model. Number or Name Product Description seals PEaduct Iii Nurnber or Name LEM= DeSCription 10 HGLS series hangers Saddle hangets avairoole In widths ranging from 5-114" to 8-718" li Hold-down Sea * Product Model. Number or Name Product Description i CBH2 17),5 5� 8H2 �711l` C&Q 174 75 Coricei hangori and heights; ranging from 10-1 Zito 29', 2 HDC10J4. Hi Hold -down I AHEP Adwslable HTP-Lrd Conqe,:to, 2 CU Fac-e-ni (01j. 011-11i)ard top -large 4DHUTF) hangers 11 HOLT sores hangers Top flange hangers available in Yvildths ranging from 3-1,14" to 8- 3 HrX' 8, HHDQ 11, HHDO14 Hold-down 2 r1Sr_2R_FTDS:3, DSCX SDIC�3 1`11SC15R-STIS13 DSC15L_R�,", rimc wvailab* in YAdth.%.-;wgi-g from i-N-19'to 3-OJ16" and heights 718" and heig�hls ranging from 7-1t7'ta 32* 4 HDU2. HDU4 HDU15 HOU8, HOU 11 H DUl 4 Hold.4own 3 GBC Gaule n1race UDirrector flinging lrom S-IfFl, 10 12 W3LTV series hangers Top flange hangers available in widths ranging from 3 11X* to 7- 5 HPA25. 1-ti $1ap-iii purlir anchor 4 HCPl 8_1 W_-P2, HCP4 HIP, �_c,7ef ��afe j H�:-i tKI"31L :, K�l5 HGU[TCO-SIDS, HQAJ7 Face-irrount handws I 18'indheights ranging from 14" to 33" 6 LSTHD8 LSTHD8W1 Sdep-style hoc-cloi * HHRC2-2 HIARI-42. HHR(;42-,' HHRG411 51 HHRC44 H4R,-5 25 2-_ f­R 12 Heavy ­n to Rdge C;c-recrefs t�Ds, , G J9 0t, 1,00 13 HIT senes hangers Top flange hangers available in widths ranging from 2-5/18* be 3- 7 MASA k4ASAP Foundarillar anchor sinap J-HRC66 4 Hwus se'ies hallgen; Fane-moun! handlers avaikaible in wdths ranging from 11-518k'fto 7- 9f1fil" and heights ranging from 18" to 26' 8 MPA132, MPAI" Stap-styic purlin arrcn-r 6 IIRGI 51, HR M. HIP RACIe Conqec!")l HLIS7F senes hangers Top flange joist hangers avaliable in w4i ranging from 3-111 9 PA18 PA23 PA28. PA�Ll, PA51, PA68 sliap-style Purim anchor LRU26, LRL:28 RU2 10 -W �212 Ratr-r Harder HHO _1 25--K)s Hlf_e­jf� H"�;,_,n 62-fm�.Es C_-Sli Hi<;1if 1f,SDS Face -mount nar3r,.rs 3-19M 6' and heiights ranging from S-W" to 13-1�r 10 PAI18, PAI23 PA128 PA135 Sticip-strile Purim anchor a LSU26 LESU2a LSSJ210 t Vit h Hr� J ___ r)J_ �_ L.) 15 HUTP HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16' lic, 5- 11 STHD10 STHD10RJ Sdap-styie hold-down TBE4, TBF#63, 7niss naa,:rva Innarref I -, ­411 Fil­1621u.� "HILIS46 �HtJS4�- HwU,t410 HHUSi, Far�-n-ount hanaa.,s 1!2" and heights ranging from 3 711B" to 15 Concealedhange 12 STH014 ETH014RJ Strap-stylle hold-dain 10 TC2A TC26 TC;28 I russ THUS' 21WID version !HLICTF) il�ailaldle for all mcces; having-Aiidth equal to or 11 THA29, THA213, THA`18, THA?lb-22 THA222.2, -HA41:5, 1HA41H, -CAC411d, +A4)." Adjustar�p "LIM H;r,4el HISUR HZ:,IjL HSLIR�_ HSLAL:serip�snargefr- SkoT,,vTfd taca-mourf hangers available i I wi rang" from 2, g rester than 2 9116' THAC422 TIA426 THA422 :2, Tiii 1,0113`to--�118" Lind heighis ranging from 4-31VIrci15-,3?4'� 16 HINP soinies hangars Top flange hangers available in wdths fanging from 1 -W16"to 7- 12 THAl 1 8111 THAl2 %#22, 7 HA.12 1122, THA1222. THA1322 T`HAI'45� T1­A14_'2 Adjvs1RNe, Truss �afrger Sizeil firr i-Joists Corcealv-d fainge vriision (HSIJR0, HSULC; available for all 1f8" and helgints, ranging from 5-31s'to 28" 15 THAL422 THAR4222, T,..,r Harge, dould',, ,.X and 4X rrodels only acute fangs is ronceal" 17 HWPH series hangers Top flange hargets available in widths ranging from 1 -S/16AD 7- 14 THJA26 LTHJA28, _1 HMA NIL.;Up�e Tn�tit, HA-wer$ 6 FITU:,� HTLJ2�9, HT QZ10 HI 020 ;, HT IJ2� 2, �TTUZIIC-2 Face-fliount flanilels 1)2" and heightfi- ranging from 5�318` to 37' 15 THqa2-"!)_1t3 THW2-5-SD_-6 T-i Tl­iji_12,3�W M.Irprc Tf­-_ Aarri P HLI, HLIC series harige's Face,rriunt hangers a�,allablv in mcilthis rangmg1from 1-9116'to 7. 18 ITS series hangers Top fii hangers availablem widths ranging from 1-9116'tc 3- is TSBR2 24 Twits Spa�e­ W" and heights ranging from 9-1/6" to 16' 17 VPA2 VPA25 VPA13, VPA35. VPA4 VDratAn '-_;:tc,iectcr� ,ensfulf !HUG� available for ail minces ha,,,qg width equal to or 19 JR series hangers Top flange nari availablem width of 1.9fl(Y'and heights 15 TWIT t.; R V3 4y T, t�� ';I c grealter Ini 11-pfl 6" rapg rig from 5.&B" to 7- 1/4" 10 P'j _-0 -1 8 1!q -.�;DS HUCC A S 1! 11 .-SX; � LICO2'a 2 SDS H, �JCQ21 a-s- SOS 4 UCC131 0. Face-rnourit Irtaingeis 20 JBA series hangers Top flange hangers a,,adable in -width cf I-WIV'and heights S05, r-,i�:14­fC 10S, HUCCA112-SrS 1­1_j�_QF- -25M-SOS, l-11i 2&111 -�' DS HjCr,61C) ranging from 9,V116, to 13-1/81' Simpson Strong -Tie 2020 FBC Approved Products updatec l213W2)2t: Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FB C Approved Products Lipidated I ZG00)26 MMM"19, Simpson Strong -Tie 2020 FBC Approved Products Up,;Wed 1250r2M cry For cli Mrs. to fill S$T approvills Isted �oiffw �, Ht� IL - For di lills To at P,.1T aipfrov6ls llskd titrte HEF,'. For diroot Inks to oil SST awrovals IsWd tiolow �_Lf'_ , HERE For additional indfamatfori regarding Flanda's Stalleforlde, Product Approoal System and Illartir-Daide rourry Notice of Acl;eptance (NOA), For additional inl[grifaton regarding Flaida'� Statemile Protiliact Aoorwdl _lem wd Mari Lade Ltiii Notne Tx.&Cmp�ance ihOA�i �ijL c� �a additional infornal4or swardni; FloiJa'5 State.'. F1rQIjCl.APPr,;vaI S ce :ICA� �L� for additional inforini iroglardng Flandaf, Shileivide Fnrorlucl Appro,,al Sy"m and Marrill-Cade County Nome of Acceptance (NON. Plan 21 L3 serief5 ha ngers T op flirrige haingers ava4ealre inwdth of I 9116�* and heights FL#I 14WR5 15 aLBV1 K SILWO �51 �d[LLJIY2 CC 5PLli �7, _*L6ffr,' 56. 51L 5Y2,68 SfILOV3 12, Top Flange Joniii, Han��ers Q SLI XP Adhesive Anchor for cionorete ranging tromb-318" to S1BV2 f6 SIt BV`! 62 1)11 t� V4 (l(I Eri JW4 1,� Fit FiV4 28, SA_J014 16 SIL BV51,30 f Stircing-Goit Z (STW ST624SS, 1782-6,9S) Saciri 2 Wedge Anchor for comets ay alable in for com 22 L13AZ series hall Top Winge hangers avalal inwicith of 1 9116' and heights S" ProJili 11011001, NUM bar or Nallifto Prii QWr1QtIQn 1 �4 Sili :-;�L) I r 2Z 5+1 r'l 4, 1 14 li I-i 5 Huldc'ems sli and Types 304 add 316 stairiessslaii fangsng from 9 VIO'bi 13-118" 1 PHLIS210-3 HHUS2114 Lc�sr Faii 10 SVS7K, SIMST72 , Straps 118 ril 1 7 Tkn HD (THO-H THD-HYG, 7PD-H4SS, THD-Hii THD CS THD-CS8W Then HID Heavy Duty ScrewAnchor far concrete and masonry 23 LEG3 LE�35. LEG7 series hangers Top flange hangers availatite in wdths ranging florin 3-114" to 6- 1 FRS6 PR_" HIRSIZ Slap T�e, 21 SP4 SPO blud -,bi Ties arvailatiltmith hex *)ei in carbon stisol and Titles 304 a" 515 718" and heights ranging from 9" to 33-1.12­ 3 PLJCO21C-2=SDS, HUCQ210.3.SDS, lmia H.rgof 22 Si3P 7jSP 7SP Sai. d Pla W 7 *rs stainless stool or vath countersunk head in carbon steel and 24 NEG5. MIEG7 sorleshargerb Top flange hangers availader in wtiths rangring from 6-1,'4" to 6- 4 THOe2 TWi THGBH2, THGSH3 TI`G5H4 ;oist Haiti 21, SSTC OTC Trust, "' lip Type'316 stainless steel 718'and heights ranging from 9" to 132-1,7' 5 Ti-4G0,1-SDM� 71HGO"C',$4 5, THGOi=�SDS4 5 rilASQH4 SnSli� juiv TI.Figer 24 TjC12 Truss Sace 0091 a Titren HD Rod Coupler (TPD137&134QC. THWM4FZCI Then HD Threaded Rod C�cuplor for wncreter 25 NIT series hangers Top flange hargers avaisible in vAidths ranging Ifforn I W16 to 5­ Ill, THf`,V%03-�,THGVv3-4 TACVi4_1.THQVii4A J�,,st Hanger TJC37 TIui Jklek Connector 9 Titen HO Threaded Rod Hanger oTHD525156RH, THU5371 58RH THU3721 2RH Tilion HO Threaded Rod Hangar for wriarrift 118" and heights traingiing from 9- 114" to 24" THDW1234RH, THC10212RH) 26 PF, PFB, PFOB, Kii series hangers Top flange hangars avildoi in width of 1-9116' and heights 10 Wedge -All (WA) Vlladgo All Anchor for masonry ranging 1rorn3-3,t8­ to 7-li FLM 14MR5 Fli 391 27 RR Ridge falter connector 28 VIP series hangers Top t1iinge hargers avaisli in won% ranging from 1416" IND cdW Prodii g2SW� NuMk&L2LUj= F-Mguct DorwiLiMon ftdu�ft Model. Number or Name PrOAUCt Q=rl]DtiQn lWifingm If8r' and heights ranging g1f4" to 32". 7 CETAL20 Double ElPeodfrC Truss Anctici Masiarry Pet cips 2 Fi,TR FC-TRHL, FGTRHR L'�irdinr Ke+,rofir Aiiii-iro, Cl_-Tt� NA4 6 2 S TISG C(_7 Q 'AS 50 SDS G, Z CC;Q M33 32 SDS G C CC ON 4 6.1 SDSG JW Product Model. Num kjLgLN= EiRdug Descljptian i HIS, HIBS, H16-2 H16-2S Humca-w Te Nlf� 5 � - S; D Isc 1 AT-XP AT-XP High -Strength Acrylic Adhesive finif concrelle or mason ry FILM OffiaQrR5 4 HFTA12, HETA16 HETA��D, Hir�TA,24 HCTA40 Fmtwaded Trt,Fs, An6c, En�(,L,,)TA3 t�'2G-KT FCCL ONV. P3,"G-KT, PCX! OMS',A)5-K1, FCCI I GtJC3,32f_',-KT, Ma.,crin., Per Cap, 2 ET -HP FT.FIP Ell Ad hestwo, tar masonry 5 PETAL12 HETAIL-115 FFTAL2C Embe�dLj&d TrLss An chc, E:;l;LLT,�ML-4 52r�;-,'T K7, ELCLR(vMU3.QG KI, 3 SET-XP SE"r-NLIPHigh-Stiength Epoxy AahestiefUlf masonry -all Product Model, NuMkKSLN= Pridii Deficaotion 6 WAM10. HMQ Maf-,,orne Kr, L::��LRQMD!!i SOL; KI 4 Sliong-Bolit 2 (S7 B21) 1.3vorig-Saft 2 Wedge Anchorfor masonry I ABA44 ABA44R,ABA46,ABA46R ABA66 ABA66R Adjustabs Post Base rHETA16 P-HETA20 HHETA24, -I1­VTA4D Heavy Errfiziedd�d 'fusis,,kq,nc� WUM, 25 �GJM5 50, 1IGUrvI7 C10 H �i;Ll fA7 21, HC, ULIS X Heav Y Mason? Y Han�4�fs 5 Titan 2 fT I N2) Train 2 ScrewAnchoi for Concrete 2 ABU44, ABU44R. A81146, ABU146R. ABUi AIBU�>6 A"S.ABIll ABU66R ABli Adjustable Post BLse li LGT-,,-EJS2 5 I_GT4-SDS3 C­i:rder '*dcrAr 4 L3l-M26.2 LGI 002*�3 , 5�'M_'6-4 l-Gi L:7l_Ji`A28­'i ­(W2t�-4, 11_�,i_IM210-2 Masoriff, bearr HE. Tigers 6 Titan HD (THD-H4SS. THCir4&-S, Tl-0-1-S6SS) Titan HD Heav�,Dury ScrowAnchor flor onincrere available in 3C4 ABUSSR, ABU1010 A13UI010R ABU11212, ABU1212R i Lateraf I fuss Aocn3i LC3,JM21IZ-3. LGUi _:;UNW_ -GUIV48 _13L)MAIC oi-316stainass SteelvArth hex head, and 3116stadiless sleelvirti 3 ABW44Z ABW44RZ. ABW46Z. ABViii ABW66Z. ABVV86FU. A90j7-7 Adjustable Post Base 10 li I ME-1 2 � A16. ti A13, Iii MET A,24 NIEFA40 Fr-li ruAr Anchcr 5 W8HA3A2q 25, M9HA3 12111 25. Nfli 56,1­7 2'� MBHA3 56!() 25. IVIBHA:� 36111 21. Massority rop f- large Beam H singers countersunk head 4 K-'4, AC4R, ACE4. ACS, ACAR, ACEO Post Cap 11 NSTAM24, M3TANniIlvS7CM40, M517CM60 -,�Ip 7te loc W,�nfy MSHA36601 88 kISHA3 56A4 MBHA3 5"S. M6HA35i M13HA5 600" 2= `1GP&n':i01'A 7 Titan Turbo (T1,1T) Then Turbo Sicrew, Anchor for conFrele of masonry 5 8--4. BC46. 8C4R BC6 13C45R. SC3 BCS2.214 BC52-3/6 Powt Cap 12 N-51,ii MT511420, HT5,%11,5 HT_�%120 T oj,.if Strap *0- Njaii-Cn, y 1V8HA55Y9 25, M21,A5 5011' 25 W14A5 -PD! 1 M MP-HA5 50,115, 8 CB44, 0646, CBQ, CB66, Crtli Emboddrd Column Base Mpi 5XI 8 7 C85044-SDS2, C13SQ46-SDS2. C6SQW-SDS2 C55085-S05Z CBSOWSOS2 Embelddoo C�olumq, Base 6 IYBHIJ3 5&g.25. M5HU3 COill 25, YBHU1, 56)1', 58 Nli3H4J3.-_43%'!4 NQFL13:56116, Mascrily Beam H-iiingripis FL#169,37-R3 8 CC, ECC. EOCU -So," Soled column ca wft WI ranging firorri to 0�1,7 and FL#j i4WR5 KCHL3 !�6ir!8, M-RHUS13019 25 PAPHJt) �`Gll 1 25, MEHUS SCO 1 88 MrIPJ5 50/14. W2 ranging frori 3-W' to 7-112" 1150115, Mi 50!1 Product: Modiall. Nunfilifiliff Or Narne Product Description 9 CCQ-SDS2 5L ECCO-SOW 5 $or" Screvoid column caps with W1 ranging from 3-114' to 9-1 r7 and JW EMduct Mgg2LKWjULjLN= ProdgODabscrivitl2a I X3431i XI $10 le, XI RI 01&4y, XCfI $1 018� XQl B1 01 6.4K #10-1 e Stro ng-Drve X Metal Self-Dribing, Tapprifil,15crewsvioli $3 Or?2 ranging from 3-"" to7,-1!2' I LITIZ Ulfc� lefirsion Tw Ddl Point 10 CPT44Z. CPT66Z, :�Plli Ccrrcefalk�rl Post Tie Saw 2 111 H019 Co flad W Ido - � 9 FL#tV25-Bj 2 XL0114TI,124. XL0114SI224-2K 912-24 S" trong-Dri,,e XL Large-Hcfad Metal Sef-Delling. Trapping 11 EPB44A6 EPS44 EPB48, EPB66 Embedded Post Base 3 hD38- HD58 H07b. HDRE 6"taid PWk1c,6-s Screws �%" $6 Drill Port and Large Diameter Hex 1,iftshrar Heed 12 EPSAZ Embedded Post Base 4 PTT4. Hri "TT5-?lt4 Torsion `er Sag X Product Model, Number or NaMe Product Description 3 X001 14SI 224. XMQI 1481224-21< ill 2-24 Strong-Orive XV Modiurn-Head Metal Sialf-Drilling 13 L�111344, LCBM Embedded Column Base 6 LT719,L1772-106 L71131 Light Tern.-C" T �pS 1 SYN2230C,SOW22338. SDWZ2439� SOIN224458 SDl`V22a,CC SDVr.�OC SDN=rM Stiong Owe SOW E�WPTILY and 7RUSS-PLY Screvis Tapping _Ixiei vim ft Drill Paint and Medium Distillate, Half 14 LPC4Z, li Light Post Cap S7)V.7.2l_kU 4 XQ114SI224 X0114BI224-2WX114$12-14,)(0112S!224�X0112BI.":�14-2K *12-24 Strong Orye X Metal Self-Urfing, Tapping Screvvs with .As 15 Mi MPWR, MPBW Moment Post Base SEACASI Strong-iDirvi, SEWC TRUSS Scieve Difill Point 16 PB44, PB4411i Pi PBW. PB66R Embedded Post Base fillLun-M _',DNHlrjaXDb SDWH1940CLIE� SC.n4H.I`ll1YCi Siro-rig-DinveSDWH I1N1eER-HEXScrevt, 5 XU34S1016. XU34B101"K 010-16 Stroog-Drive XU Metal Self-Drdling, Tapping Screws we 17 PBS"A' Plasm FBS66 Ernbe<jcea Post Base 4 S0.Vl­12;tWni 6DVVH27,&Kr, S-_YVN+i2?l0CAY_� lIrff3PR-HiEXHDGScnew #1 Drill Point 18 Pi PBVIO Round Post Base ai Filmaduct Model. Number or Name Product Description SLYliSl U40) Stroing-Lirrve Sli F RAMING Screw 19 FiC44-16 PG46-1 8 PC-48-111 6 PC64 18, PCW- 16 EPC44- 16 EPC46-1 6, ERC48-1 5, Pbst Cap M518.24. Si Si S5 EioLm a SD.VS196CO, SDV-519712, SDINS225tX SDVS22512 SgKS22113-Yj Stjon9-Di,,;e 71MBER Svew(Intenof Grade) EPC-64-116, EPCS&18 '_1Q1i SSTli SS-,S-'4 �iST926, SST834, �';Sfb3ik SET816-1, �:122011., ti�AL 29CO, SDTNc_1 M 000 SCYv%fS?2I IX SDWS221200 SOWS721 50C fL#W321g-RQ 220 FC4Z FC4RZ PO&Z, �-_BRZ. PCSZ, PC8RZ EPC4Z EPC4RZ, EP05Z, EPGdRZ EPC8Z, Post Cap SSTB281, 7 S3W_zz2213C0UE3 SD1AflS'_24C]Ue SI]INS225COOB SCN,3226COUB, 500V322dCuDe Sdoii SOWS 7;'ABER Sc;rew (Ederror 0 rade) EPC8RZ 9,1WT711221 Wocipl 11" 111 r Product Dnicription 271 PPB44-4Z PPB44-6Z PostBasp 8 S:Y45223121;9e, SDW,922r,121i CuTpool Acc"fs sil'Ict'ral vvc" screw I DSSCB43 5 D,9SCB.46, DSSC1i DSHS Bypass Frarring Drift Strut Connector 2 'V RPB7 Retiollit Post Base FL#138n-R4 9 'S*)1NS27.Xr)1ziS, SMS2Tfjr))SS 8DWS27t3XSS, 1,;�j -',)five Sf)lW1; T iMBFR SS Screi Ong 2 FCC�43 5 FC845 5. FC947 5, FCB49 5, FCB411 5 Bypass Faiming Fiffed-Olp Connector S:)INS 2 i I 110C)i !"11 XXS�S 11 FPPSD34SI0li FPHS03481015, 'PHS034131101i FPHSD34S1214, #IC,16 and 012-14 5Ircnp�DfNeFPHSD Ffarrrvlg4o�CFS Sell - Sag X Product Model. Number or Name Product Description 0 SDIX� 134 CU Strong Dft,re SOVVV SOLL TO RINI Screw FPHSCYi4BI214. F-PHSD3481214-6K Drilling, Tap ping Screws Fji 0066-RS 1 CMSTI 2 CMIST1 4, C 1A STC, 1 5,CS14 CS116, C-S 16, C, S23, CSZ2 Coiled Straps I i STN22 Ou-door Accents Hex -Haad WaOer 4 LSFC2 25 LSFi 25, 125, SFC21 25, SFC4 25, SFCG 25 Steel Framing Connector : FAIRS6 HRS8 HR312 FiAffi, FHAR, FHAl2, FHA18 FHA2A FH1A3r_ MST 120� I -AST 13ii Slt aps, P7 rnil (1 2 0 4) 5 LSSIC4 25� LSSC6 25, SSC2 25, SSC4 25 S� 25 YSSC2 2b, MSSCA 2215 MSSC6 25, Stool Stud Connectors Product Model, Num ber or Narne Product Description NST148 MSTW.MST172 &NIST27 SIMST37 STMETAS MSSC4�25KVV Iii 25KVIi` I FJA FSA Foundation ArI 3 PT-916 HTS20. HT.-24,14TS28 IT TS3C HTSWC Heav, T,,sl Sjiap�,, FL#15M3-R3 6 RCKW3, R CKVV5 5. R CKl?r, S. RCKW3S RCKW5 5-S Rigid Knee Wall Connector 2 FRPP Flat Reftt&t Foundarri Plate 4 11 LS7A36, LSTAq, L MSTA9, rMTA12, WS7A!1. MST 1 1.� !,AS7b2l rIS7A:-4 ap� 4S �Al ii P g a: 7 SCS435. SC045 5 80647 5, SCB49 5, -SC84111 S. MSCS45 5 MSCB47, 5 Bypass Finarnng SlidwClip Connector 3 CH46 -6 GH46-8. CH4". GFA8-6, GH41", CH41" GH61i GH66-5 1`4HW-45, QH05- Girder Ha War I _T LSTAQI.L�5TA`12 LSTA16 L_STAI8.LSTA2l LS1A124,1TZfii Zl"- S I- "r-, Slaii mi� t-, qj� SJU Proguct Model, NUM Der Or Narne FMdu,,t Description 6 SO 12-5,97 SCM-5f!97 SCS82-51118 Bypass Fir -am Ing Cor nectar & GH610.6, GH6`10-8 C L!3Ui 251 SUSHI 2- 111 :'r, ��,rorre­c; I Ao '. 5 AS AS i 11,V3 18ga TrussPlaTe 9 Si I's SCWS5 Head-ciff-i'Vall'illilde-Chito Connectoir 4 C-1.56A. GLB56. GL135C. GL650 GLI37A, Gi G1.67C GLi C'Mam Bearrg Plate I LFP5 Liter a I e P4te A, 7T71- � E 27) ga "ign T vsi Plate 10 SJC,9 25. SjCl 0.2'-, MSJC8 226 M$J:;l �.25 Steel Joi Connector- 5 CLST512, Ggi GLIi Gal-7616, Ci GBILTOW Glular, riieii,iii Plate 8 LTS12 LTS145 LTSIS LTSX L gnt T-st Stran. A�-'X 20 ga Truss Plifee 11 SS63518 Bypass Framing $fide -Clip Stfrut ODrinector 6 Irrii HGLBB. HGL8C. HGLBD Heavy Gluiaffirl Bean'trit pilaw 9 NSTA30 MSTA36 ST62115, S`1`5"224 ST9, ST12 ST18 S722, MS=rr_-_-8. NISTC40 &AS1 C52 51raps �-,l mil Ile QaT 4 AS' P Flings, Plate Curriii 12 XLSH34BI 414, XLSH78BI 414 #14-14 Str0rfg-DrIvo XLSH ShwIllotect Self4XVill Tapping I HGT-2, HGT-3. HG_T.4 Heavy Girder Tiadowr, 10 NSTC 66, Ivif STS238 straps, el5 Mill ill 4 gal� Screws 8 UFPI0_q)iE3 Universal I o0undation Platir, 11 Ni M-S-18, MTS18 IVITS-20 MTS30, MrS24C. MTS30C Mii -rmst S,"-Ps 13 XWS10l6,X0iBl018-4K X01S1214 X01BI214-35<,X07681224,Xrj78al224-3K� 11 11112-14 and #12-24 Strorl rye X Meta� 5-11 Ifing. 9 URFP Universe I Retrofit Foundation Plate 12 �G,SlB262,E)54X, rnp Fla rge Jov�t Harroers WaIMM X0114SI2�'�)4,XQ114BI224-25K)f�0112Si224,XQ11291--�4-2K,X34M16-5K, Tapping Screws &84.12, SOB4 28, SLI4.75, S�55.50 XI $1010 X1131011(i XISI214, XIBI "14-3 5K 13 SUA2 l2lB, S8A2.12i1C. SOBA2 IZII 2 S�BA2 12114, S18.44.1818 S� -'A4. "'I#), Top Fiange J "t Hang" Product Model. Hurn bar or Name PmduM Dminiption UUA4.1812, SiPBA4 18/14 rr HP A,.he-jve Ancho, fm canciete 14 S+� 1A Hurricane �l 2 C-AC,, '�LW, i,�UPY 50, OUFM (5, 1 OU� C L)PIE, GVV 50, Gi/V _75, 11 100. ��TH Gaz-actualiod fasteners and asserr Piras is SfPDlD9,S1H0ISS,SA40l5e Hrldowrri li Pr)PA�K. PDPA WG PrPAT POPAT K PINW, Pi PINWID W PDPAW, Powder actuated fasi threaded studs, and assemi 16 SIH DU4, SIH DU6, SjHli 9 S/H U L 11 HoIllowns P')PX,1v1 Ml-, P��Vi_ 1, P�,V[ '� K. 1i DPA. P77� I 7PA P-RHAI, PIMHA4 IT SijCT, &HjUT o�st Faingers 4 S__T 16 Acti Ancho, 'of concrete March 6, 2023 1 W W C__ U) -�5 (D > 0 0 (D C) 0 0 0 (D = .0 LL_ C:) LI_ C) > C/) = E 0- U) a) L_ 0- C/) C/) z z W mi JUL 2 � 2023 irtual Review Assist, I n1e..," eview completed and ince with the 2020 FBC approved 7th Edition Debra Anne Klahr PX2300 W Cz 0- > 0 0 =3 _0 0 L_ CL Cz 00 =3 0 CIO LIJ < (3) a - SHEET NO. PA 1.3 I' I , '10 , ! I I , 'I , I 1 11 1 1 1 1 IWT "I . I I __ 1 11111 11 11 1 H F III I 1 1 11. 1 . I I- I I , I I I I r_11 11 > P41AMUMMS I U_U11-DA D E C ut"N'r-' FGT Industries, Inc. PGT Industries. Inc. (D 0 IMF PRODUC T C ONTROL SEC TION PC-T Iudu- mes. Inc. -IDE' (D 0- 0 0 3 105 sw:d S-7*--, ROOM 20C -�-_414 N OTICE Of ACC E P11NC E: EVIDEN( E SA-B MIT TED NOTIC E Of A( C EPTANCE: E I \C1 SUBA.MTE D DEPARTMINTOF REGVLATORY AND ECON"Oln( RESOURC ES IRER) Nfin-m Flond3 33 � BOA-RD AND CODE ADMINISTRATION DINISION NOTK E OF A( EPTANC E: EN"IDY-NCE SUB -NM TED NOTWE OF AC-C'EPTANCT itme< as omv 1. Evidence submitted undei pi exiou N OA D. QUALIT-Y ASSUILk-NCE Cn t-- -M Cn (NOA) -mi3mid3de. A. DRAXNr�G'S B. TESTS (continued) 1. Nfiarni Dade Department of Regulatory and Economic FAwurces (R.ER). (1) -0 C) 0 -0 -0 PGT Industries. Inc. 1070 T"linology Drive. I Manufactur&s die drawin2s and --ections. '16t -report on I Aii-Itif Lit ration Tesa, per FBC- TAS 202-9-4 0 L_ = W 0 0- = :�: Vot th Venice. YL 342"S (Subiniffed under.VO.4.Vo. 11-t iti- ' 6(4) 1 1 1:mfarm Static Air Pressure Test� M FBC. TAS 202-94 E. _\L-VTER1LkL C ERTITICATIONS -2 L1_ SCOPE: Drawing -No- MD-5570.0_ titled -invl S - uic CrIas; Door NOA i I! 1eet,; 1 Water Reststance t. per FBC. TAS 202-0 :11 1 es - 4. 1. Z\otice of Acceptance No. 15-0528.14 issued to Vision Emmston Lmuted for their .0 C) Thi� NOA is being Bsued under the applicable rule,.and iegulations eoverniug the use of c oustrixtt-on matenal,,T11w through 2 1 of 2 1. prepared b-� taufac-twei, dat ed 10 10 _5 15, -,,k, it b re% is ion A d it ed 4) Large ' Missile Impct Test per FBC. TAS 201-94 Rigid PV( Exterior Extrusions for Allmdows and Doors'*. dated M, 13.45. CZ 0 > -0 E 0 documentation �ubiautted ha­� been reviewed and accepted bv NLa=-Dade County MR 4roduct Control Section to C-4. 05 'T signed and sealed bv L-,imn NLIleT_ P E C vclic Wind Pressure Load ing per FBC. TAS 203-94 expiring on 09,- 30, 19. U) (D be wed ku.NL= Dade C o=v- aud otherazeas whav all -owed b,� the AuthQrity Hwuig JumAcucu I AXI. -OunryProdirr'Cona"ol. 6 1 F orced Enw; Tevi_ per FBC - T.A S _102,04 -1 Notice of Acceptance No. 16-0920.08 issued to Vmon E.rjusion. Lu=ted for their "VE U'l M Tlus NOA --.hall not be vand a�er the expiration date,�tatedbelow_ The1\LamL'_Dad-eC I secwc B. TE STS i,om-t ,vitb aiarktd w ing, and install; iliding glass door. prepared atlun diagrani of%imyl s 100 Tan 202 and lighter Shades (Nou-N%-hir#) Rigid PVC Exterior Extrusions for C/) (In'.Nhamt Dade C outrry and'or the AHJ (in areas other thin.NWum Dade- County) teierve the tigb z ia ha 1 e thi I Test report on I) Uniform StaTi. Air Pre&uire 'Test, per FB(. TA.`�', _10-1-04 ab. fn,--- Test Report No. iTL 8549. aated 1'0615_ signed and tiv Fenestration Tez�tuig L, ll'indowsardDoot,"'.d.itedl2�'08,"16.eXPUM2onl2 -'21 -'29 product ormweriA testedfat rj�ulitya-zwancepuiposes. If thi.-,producrot material fads topeifoiiiiiii the accepted staled b:v Idalnmi� Ortega. P E � (Test report re-vised on 12 04 1 _5 and 02. 11 16) 3� IN otice of Acceptance No. 1."528.15 issued to Vision Exiniston Lmuted for their mariner. the mameacturer wi.0 mcur the expen-w of,,mch testing and the AHJ =y immediately rev tike. wodtfy. ot suspend the u �,e of such product oi mate: Lai within their jut 1" diction RERre�eoves the nalatto tevoke this .1) Cvckc Wind lre�sure Load ing M FBC � TAS 2"),-3-94 along with narked -up driwmgs anc iiiiiallarion diagr= of -,.-myl shclu-.or door. prepaied 6 Tle�,t*mov on Infiltration Tes�t. per FBC. TAS 202-94 Unif orm Stat 1C Alf Pressure Test - per FB C - TA S 2 02 -94 "Brown C oated (Painted or Laminated) '"hire Rigid PVC13iterior Extrusions for Windows and Doors". dated 08,13115. expiring on 09,3019- I acceptance. if a is determined byMianu-Dade CotitirvProduct Conwol -Section that this ptoduct or riLverialfails to by Ffnestration Testing Lab. Inc- T st Report No FTL 8'17 dMed 121617 15, 5igned and 3 11 Water Resistance Test. per FBC. TAS 202-94. 4 Notice of Acceptance No. 1""12.02 issued to ENERGI Fenestotion Solutions USA- mee It the requitemen is a f the applicable building code - Thi� product is approved as describedherein andhas been designed to complywith the Flotida Buil�?_ Code. �takd bv Idalinis Ortega- P. E_ je�- repon re,.-L-ed on 02 1-- 16 and ('12 24 10"i . - 4'� Larze Missile hupact Test per FBC� TAS 201-P4 - Inc. for their -TA_N 3040 and Lighter Shades (Non -White) Rigid PVC Exterior ia,c luding the High Velix sty Hurricane Zone DESC RIPTION: Series -55'70i2r0- Vinyl Sliding Glass Door (Reinforcedl Wwo 9(0,&- 130coriters-LA11. I - Test report on I i )Aff InfiUratic* Tezt per FB( - TAS '102-94 -,I Uniform Statil Az Pressiwe Test. per FBC� TAS 20-"-,)4 51 C vcbc Wind Pressure Loading per FBC� TAS 203-94 along with aiarked-up drawings and uiLstallation diagani of vinvi, shdm2 glass door. mepared - I - - Extrusions for Windows and Doors -dated 0QI1 5,��,:16. expiring on 01-041-21. 5- Notice of Acceptance No. 1"712.04 issved to ENTERGI Fenestration Solutions USA. -'Bronze DOCUMENT: Drawing No. MD-5 570,0 Rev B. titled '-Vtnyl,'3hdin g Glas� Door NOA (I2M)" sheeis 3 1 Water Reust-x,ce Test. per FBC. TAS 20-2-0-4 1 b%- k .1 g_n and Fenestra%cwu Tei ring Lab. Inc. �, Test Report No. FTL 8552. dated 12,04 15. st ed Inc. for their and Lighter Shades of Cap C oated Rigid PYC­ Exterior .kPPR0V.kL � 4) Larg� e N"ile imp2cl Tev, p er FB (". TA S 10 1 -94 sealed bv ldalin,5 Ortega. P. E. jest repm revised on 02 152016) E in-usions for Windows and Doors- dated N,; 15,16. expiring on 04:16,210. I through2l. of2l.preparedbymamifamief. dated 10,05, 1 -sand last revised onO2 01.21. simed and sciled bv A. L"�n.Xfiller. P E.. bearing- the.N�hauii-Dade County Psodw.1 Control Revision stanip with the Notice of - 5) Cychc'�k7wd P-essure Loadingpef FBC. TAS 203-94 6) forced Entry-'esi. per FBC. TAS -'10-,-94 7 Test report cm 1,) Utufom Static Air Pressure Teo � per FBC, TAS 21021 -94 2) Large Missike Impact Te-st per FBC, TAS -101-94 6� Notice of Acceptance No. 1"712.03 issued to ENERGI Fenestration Solutions USA. Inc. for their -White Rigid PA'C'Exteiior Extrusions for Windows and Doors" dated Acceptancenuut.w and expiration due by theMami-Dade Coum, Prodm-t C ontrol Section -v _ ' '103 -uiv along with marked -up drawings aa- uistallarion diagram of% 1shduwgLmcdooLprepared lic 31C c Wind Pressure Loading per FBC. TAS - -94 0&1G, 17. expiriq on 02:281& MissmE LNEPA( T R--vmG: Large and Stuall'Missik Impact Resistant b,; Fen"- ration Testina Lab. fix.. T -st Reporl'No. Fn 8546. d' ited 11 �06: 1 sisnied and along with ww-ked-up diawines and installation diaeram, of %,mvl shding qlass door. prepared 5 7- Test reports No(s). 10-002-792(A). 10-06-M0527. 53157_6-�. per ASTME-84. Limitations: I - See table I (sheet and table 2 (sheet D forapplicable, SGD unit sizes- desiga presssures. reinforcements t�)m. sealed br,- Idahius Ortega- P E_ Je_s- report renvised on 0 104 16 and 0_2 I 1 '0 16) b,,- ferie5tration Testim Lab. fnc,. Test Report No. FT -L 6638 (sample; A- 1 thru A-2 dated -19 and ASTIMD-635. issued by EXOVA to Visiort Extrusion for cellulosic AS T2vM 192 _D gJass types.sill. nser (,see tables B- I & B-2. sheets 7-8) and anchor layout shEets requiremetin in I I thru 16 2. RiSidAlite PVC, Tan �Non-white) R*d PVC andBromm coated (Paintedor Luumited)white Rmd PVCto be I Test report on I A�r I rifiltra, t 10,11 Te-:-T - per FB T.A S 2 0 " -Q 4 2 Unfforat Smtt Air Pressure Test- per FBC. TA S 202 -104 11 1910- ueaedl and sealed bv joree A. Causo, P E_ 60niftied taiderN0.4 No. 11- 010' , 0-/) composite material. (Submitted nnder.Y0_-j.Vo. 11-0107 1 04jI z labeled per referenoedNOA's requiremews. 3) WateT R&�ist a, ice Test � per FB C. TA S 2 0 -1 -9 4 8 iest report on 1) An- liffiltra. tion Test, M FBC'. TAS 202-94 8 Notice of Acceptance No. 14-0916.11 issued to Kumv America_ Lw. for tbett 3. Epve3s operable doots must comphr with mm clear width or height per FBC requirement. as applicable- 4) Large Missile Lnipact Test per FB C. TAS 20 1 -94 2) Uniform Static Air Pressure Test. x FBC� IAS 202-04 (Clear and Whife) Intertayer, expirmg on 07-04.18- 4. Pocket walls, tinder sepmte approval. to be ",newed by Budding offictal -5) C;rhc Wind Fressure Loading M FBC. TAS 203-94 r 3"t W ter Resist ince Test. per FBC. TAS 202-94 a 9� Notice of Acceptance No.16-1111.01 Lssued toKurarayArtwica. Inc. for th& LARELM: Each unit 5hall beer a penriment label with themamifactur&s name or logro. city. state and series mW 6) Forced Entry'.'est. per FBC_ TAS 202-94 4'� Large MISS11C Impact Test per FBC. TAS 20 *1 -94 -Trosifoll 11traclear. ( lear and Color PVB lnterlaver�'. expiring on OT0919. folkwinir statement: "Mimat-Dade County R-oduct C ontro4 Apptoroed". noted herewL along with ninked-up drawings and m5tallation d bgrain of -vinyl shding glass door. prepared C vchc lVind Pressure Load mg per FBC. TA S 203-04 RKNEWAL of thisNOA shall be conmderedatlei a reneikil application has beenfiledand there has beenno by Fenestration Testing Lab� Inc. T -si Report No. FTL 85-17. dated 1201-4 15, signedand 6) Forced Eritr.- Test,. per FBC. TAS _102-04 IF. STATEXI f ENTS change in the applicable building codeLuegativelT affecting the performance of this product TER-NIINATION of thisNi OA will occur a&-i Ehe expinticn date or if them kasbeen a revisim or change -in the sealed by Idihnis Ortega, P E,jes rq)(,n revised on 0-1 1 _5' 1,6' 4 Test report on 1) Air Infiltfii io-A Test FBC � TA S 20F2-P4 along �,,�,ithiruirked-up drawings and iastallation diagrani of �hdiiw glass door. prepared ; a b, Fene!�tration 'TestIng La).�, Inc Test Report -\to FTL 631 (C tWles thru A-5). dated 1 Statemeut letteT of coaformmce with]FBC'-5'b Edition (2014) and FBC-0 Edition - ated 0&- 14.17 � signed, & Sealed by Lynn Nfiller. P1 (201 msued by minufacturer. d. matenals, use, and.-bi manufactureof the pv-,ductor proces;s.,Nhsuse of this- NOA as ariendorsement ofany pro&lct, 2) Uniform Statt Air Pressure Test, per FBC_ TAS 210-1-94 1 �N7 4 \7 1 '06 10. swiled mid semltd bv Jorge A. C* itiso. P. E - (Submitted er 0- o 2 Statenww letter of no financial interest. dated 0-4 1' 19, IT issued by ii�ufacturer. si p-ed for saks . advertising a f any o dw purpose s. stiall. auto matic ally termim te this NOA. Fa&- re to c omp ly with any 3) Water Rew'stx,ce Test. x F'BC= TAS 21021-0-4 010 09) & sealed by Lyun.\Nlillff. P-E section ofth.L, NOishall be cause for termination and s"wval ofNO.AL 4.1 Large Mrssde lipict Tm per FBC. 1AS 2,01-94 3. Letter of I�b comphance. part of the above test repor%� -ADVERTISEMEN-T: The NOAnumber precededby the wordsMianii-Dade, Cotur, Florida and fbHowed by the Ic C� lic Wind I rei.�ure Loadm per FBC TAS 203,94 9 C C.kL( I-LATIONS 4. FLER.Test Proposal No. 17-038". dated 05 0-517- simied b IshaqC1LAndaP.E. Y expiration "te maybe dtsplayedina&w�tising literature If anyportionof the NOAis displayed, thea it shall be 6) Forced Ewr; -e�i. per FBC� TAS3 202-94 -erif- at alculanousand structuril analvsis comph- ixith C-2014, I Anchor ic ion c. ing FB done in it.- erittretv- along d sbdingg glass door. prepared prepared b - elated 09 1- _ con 0- y DGT -�and last revze' 16. &1 meed and sealed bv G. OTHER LNSPECTIO'N: A copy of this enfireNOA shall be pro%-ided to the user by the manufactuter or its distnbusorsand by Fenestration Testing Lab. Inc. T Report'No. In 81;4s- dated 12�=_(4 15- sigued and _kuthony Clxlillei, P E� (�ubntined urieferNO-4.Vo. 15-1210.01).' 1. Notice of Acceptance No. 1.5-1210.01. iss;ued to PGT Industries, for thm Series i,W be available fat istspection at thejob site at The request of the Building Official. sealed by Idalnits Ortega- P E Te� rep -on revised on 0 1 04 16 Md 02- 11 16). Glazwz coLnphes with ASTME- 1300-09. 770" Vinyl Sliding GrLtss Door jR inforced) - LAM.". expving on 041-�'21 e This NOA revises & renews'NOA 420-04 29.05' and consists of thi, page I and e%idewe pages E- 1. E-2. E-3. E-4. E-5 11, E-6 as well as 3ppro-�-al docuartir mentioced above. 1-�haq 1. (1-vacLi. PaE. I-h2q 1. C hauda. P.E. Ishaq 1. Ckanda, P.E. The subtuitted docurmut3tim was reviewed by Isbaq L Chanda. F.E. Product (oun-oi Uy�o huperiizor Pro du< r C outt ol Unit Supervisor Product C outrol Unit Sup":or N No. 21.420F,03 `0A NOA No, N No. '14:0FA13 'OA N'0A No. :1-010f.0 Expiration Dare, Aprill.4.2026 ExpivitioaDatt: April 14.'.U_1'.6 ExplilAtion Dart: Ap�; 14.21026 Expiration D3 te: April 14, 220' .6 Approval Dat#,Uarrh 24. 2021 An-,ioia!Dare� Mavch :0- .4pi-)val Date- Nbtrch ZI- '('!I -Ippror2l Date: March 2021 Paro 1 E E -3 JUL 21 FGT Indus trim Inc. CGI Windows and Doors, Inc. PGT Industiiei. Inc. NOTICE OF A( (EPTA.N<'E: LVIDENCE -ST-BMITTED, NOTIC E OF AC CEPT-k\ ('I-: EVIDEN( E �A­BAITTTED NOW E OF A(( EPTAN(,-'E: EVIDEN( E $L'B.NUTTE 2. Evidence Submitted under previous submittal E. 3. NewEiidencre Submi"ed Vir at Review Assist, Inc. Quanex Part Super -Spater Stan& rd complymg %vith AS'71!1.11 C 18 Thertual Conductrvil-,,- -PM Plans R ew completed and ap roved A. DRAXM�GS '"Vinyl 0. 881 BTUI-in hr� AS F 1249 '\k7%7TR-Pa,;�:i_ A ST'-%l D 3985 0x­,en­Pa;z;_, _.-,kST_'--1 E ' C A. DK-kll_P�GS for complia e with the 2020 FBC ;b Edition L Drawing No. NED-5570.0 Rev B. titled Slid ing Glass Door NOA (LM) &heels 21, QO I G Durability-NNo Fog -Pass. iStibin ftied under preilou s NO. 4 Yo. 154J0 q 05) 1 Draw='No- -AFED-5570.0 Rev B. titled "VinA. Sliding Glai�s Door NOA (LIM)". sheets I by bra Anne Klahr PX2300 I throuwh 2' of 21- prepared b,,�nmitfactuter. dated 10.0;.15 and Iasi revised on Tlkern-ui Conduct t., -,vith- AS \1 C TT Part 'T. B hroueb -'I of A. prepared by nianufacturff. dated 10 05 1'� and Iasi mised on 01�01-21. 04:2220, signed and seakd by A � Lnui Miller. P E. 6 Quanex 1211rase complynii --IS -1 -2 sianed and sealed b%- A L-.mn Millef. P E. hr_-ft--`F. ASTIM F 12-49 kIA-Mr -.Pass� ASTM D 1434 Arv= ASTNI E Note: This re-Ls,1011 consist greplak�,-Inent of.saur exis;= installation screw ivitliflat head- & TESTS '189 1 G_ Durability -No Fog. 11 �`,TMJ E `46 Devv Point bevelopniffo -_101F ai 48 hr,. 2 L Test reports on: 1) Air Infiltration Test. per FBC. TAS '10 1-9-4 �Snbyf ined nn(krA70_4Ao. 15-0-99.6.Tj. --1 3. B, TE S4 S Uniform Static Air Pressure Test , Loading ,per FB( TAS 202-94 11! V1 Vokiiiiary Specification Vlmn Extrusiom- Ltd Part� con plying - th PVC-AA.NUL 30- 1. None 3) Water Resistance Test. M FBC. TAS 201-04 for Rigid PoN-t�vl C'alonde (PV4__'-1'F_Vterk1r Pfoflks for Vision E_Xtrusiom- bd.A-F_X-lbv 4) Large Nfissile Impact Test per FBC- TAS 201-0,4 r') S 103-P4 AA_XLA Fenestration Exterior Pro tie Cevificailon Prograin. 60inived under A-0-4 No. 15- 0,100.015) C. C AL C UL A TION S Cyclic Wind Prmure Load ing per FBC �'LA L 'None along with marked -up drawings and installation diagram of all PGT Industnes- Inc. Dowsil 98.1 8- Vision Exmisions. Ltd Pans com)l%-iuz with PVC -AA3-L-k 303-13 (Subut ifted under.V0.4 A o. 15-0- 09. 05) represent at hne ungs listed below and tested to qual:ii�, Dowsil791 and "cones. '� D. QUAMY ASSURANCE prepared by Fenestration Testme Laboratory- Inc-- Test Reports'No__ IFTL-711897, PGT PW55 20 PIVC Fixed Window(unit 6 in dated 09 �,03 � 14 9 PVC-A.ANL-k 30-1-13. Voluivar; pecificition foi Rigid Poh-vtn:,.-I C-ILhoride (PVC) Exterior Profiles for Vi&jon E_XtruSiOnS. Lid A-F_X-I by AAMA Fenestration Exicilot Profile I 3%,Iianii-Dade Department of Regulatory and Economic Resources kRER). C proposal), W FTL-10-2107.1. PGT SGD780 Aluniiiintm Sliding Glass Door (unit 7 in proposal,', FTL-20- cenification Proowi_ 2107.;.. PGT C'A740 Alum- Outswing Casement lkindou- (unit 8 in proposaf) FTL-20- 10 Nouceof AcceptanceNo 18-121-14 issued to Energi Fenestration. &0lutioti- USA. Inc. for 1, '_%IATERIAL CERTLFKAT IONS 2107.3. PGT P%,7620A Alutninum, Fixe-d Window (unit 9 in proposal) and FTL-20-210'7.4. 07; their - Tan 3040 & light shade ; aon-whive) White Rigid PV( E iteiior Ein-usions for Windows and Dooi s*'. expiring to 102 ( A I Notice of Accep-, anceNo 10-030-4.02 issued to Kuraray America. Inc. forth& -Trosifolt 1"Itracleat. Clear, and C-olor PN"B Glass jutertayevs�. exp=g on 07 %'24- CZ > 0 PGT PW7620A Aluminum Fixed lVindow (unit 10 in proWsal) dated 13 �:20- all suarted -'I. and sealed bv Idalmis Orteiza. P-E 11 Notice of AccertanceNo. 18-012'.02 issued to Eaml Fenestration &olutiou- LTSA.Ilnc, for -White Rigid PVC E.-, E foi � Windows Doors" 2 Notice of Acceptance No. 1 issued to Kutaray America. Inc. for ri& ­Sf 11 K lear Miit,0 Glass Interboveri 0 7 0 -4 `2 3 > their senes, reiioie strusions and e%puu�g on ntriGLis and ex pirmz on C CALCULATION-S, tb FB( - 02'28a-23 Notice oflAcceptaace No 18-1106.10 issued to I tisiou E_xtmsions Liniiied for their­Browu 0 I Anchor verification cak-ulations, and sinx-tural analysis. comptying with 12 Notice of -i1cceptance No 2M20.-1,03 issued to EnetgI Fene�iration 1�ohltiou, USA. Inc. for C oired (Painted or Laminated) WItim Rigid,PVC Exterior Fin usions for Windows Edition (2020). dated 04,22,20- prepared by manufactureIr. signed and sealed by their --Bronze & liglit shade c,�p coated White Rigid PVC Extetior Exn-uAous for and D-oors" expiring on NN 30 24. AnthonvLNmnN1i1kr, RE Windowsand Doors-, expiring o C4 i6 25 -ms Liixiited for their series 4 'Notice of Acceptance'.Nk) 18-1106.11 issued toVtsion Extrusic 2� Ghzinj coinplies with ASTIM E 1 _300-0 A. -09. -12 an d -16. 1000 Tan 202 and lightei shades (Nou-Whito Rigid Cellular PVC Exterior D. QUALM kSS1T&A_N CE Y. STAMMENTS Extrusions for AVindows and Doors expiring �V. 12,29�21. Miai�ade Department of Regulatory and Economic Resources (RER). 1. Statement letter of conformanot to FBC "Ib Edition �2020). dated 04.2-1-20. issued bv - Anthony L-, Nliller�. P E. manufam.uer. signed and sealed t; nn '%EE F, ISTATE_ _NTS E. ]NIATERLAL CERTMCATION-S 2. Statement letter of no financial r,.teiesi and' o'findependent. issued bv manufacturer- dated I Statemient letter of conformance to FBC .1 Edition (2020)� dated 02:0121. issued by 1. Notice ofAcceptanceNo. 19-0305.02 issued toKuraray America. Inc. fortheir 0418 20. signed and ��ealed by A-- thowv Lynn Nhller. P E 11LIrjufacturer signed and sealed byAntbony Lymn.StMer, P.E. U) -Trosifolt Ultraclear. Clear. and( olur PVB Glass Interlavers". expimg on 3. Private Labeline Ameement do� =wnr betweeii PGT. dated 03 30 and signed by all 2, Private Labelimiz Ap-reetnerii dated 03'08 -1 between PGT Indastnes- Inc. and CGI Cz 071%-24. involve d part ies. Windowi, and 600r­,�_, Inc . signed bv D m. IM Ruark. P1_ \7 P_ Engineering. on behalf of co It. Notice of Acceptance No. 17-ONS.02 issued to K u raray A merica. In c�. for t her "5@nttTG1as1 0 7--04,2`3. bothcoiupai�e_�. < (( lear and X11ire) Glass Interlayers". expumg on G� OTHIRS CL 3. Notice of Acceptance No- 18-1106.10 issued to VL%ion Extiatsicos Lunited for their "Brown I Tbis NOA revises 'NOA# PVTa- C GLI mid updates toFB( 2020 ("IbEdition) '21 G. OTHIRS Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions g 04 ew-irin - -2-1 , 04 1 This NOA i evises &- renews'NOA" !0-04!0-05 PLA w CGI). e.Vumg + 14 26 for Alindows and Doors expiring on OP!30,24, '-Notice 2- RER Test proposals;�19-1155 dated t 1 IC_1'20approved bv Ishaq I Ch�uldj. P E. expiring -2 2, The current a,...sociated PLA CGI file r-21-0205.01- exp"ng 04 14 `6 CID 4. of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for their 04 14 1, Lij series -17E 1000 Tan 202 and lighter shades (-Non-Mlike) Figid Cellular PVC Exterior Extrusions for Windows and Doors-. expiring on 12 `10�,-2 1. Chanda. 1-haq 1. (hau&. P.L 1;h3q I. chanda. PX! Proauct C outtol Unit -Sup*mi-or Product Control Unit Suponi-or Product CowolUuit supervi-.or N0YAL No. .21-0.'04,03 NOAN10. _11-020M3 < NOA No. Erpiranou D-i-#; April 14.20.16 Eipiratiou Date: April 14. !0.26 _j Expiration Date: -April 14. .2026 Approv;tl DI it; M.Arch Approval Dai#; March Z-F. ' .02 .1 Approv>1 Nte- Ni2rch 2�4. 'O!l E E -6 E 4 SHEET NO, March 6, 2023 PA 1.4 I i h' I I I I I I I 1 111111111 1 1 11 1 1 111 1- 1 1 L_ III I III ,, 1 1 1 1 1 _j --I _t 11 1 1 owl 11 1 !1,1) I_ I III I IIII I I I I i Q) (D C/) > MIAM MIAMI-DADE COUNTY 0 7C3 0 Em PRODU(_A`CONTROL SECTION Cast -Crete USA, LLC Fast Crete USA, LUC Cast -Crete USA, LLC 0 1 -0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I I FA5 SW26 StIrcei, Room 209 BOARD AND CODE ADM MNISTRATION DIVISION Miami, Florida 1 3 175-2474 T(780315-259C) F(786)315-2599 NOTICE OF ACCEPTAN( E. EVIDENCE _E 11M11TED NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT"FED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (3) NOTICE OF ACC.EP] �ANCE (NOA) ... www.m jam idadc.goyfec2norn A Q 1. EVIDENCE SUBMITTED LINDE], PREVIOUS APPROVAL 003-060-5.04 J. EVIDENCE SURNuTTED UNDER PREVIOUS APPROVAL 4 12-0209.12 EVI DENCE SUBM ITTED UNDER PRE WIOU S APPROVAL # 14-0903.03 p L_ Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS I A. DRANVINCS A. DRAWINGS 0 Seffner, Florida 33584 f. Dravvinjg No. 1,14012, fided 'Tr Cast and Prestres.sed 1, intel Details "', shcet 1 1, Dravi ma No FD4012, tided "Precast and Prestressed Lintel Details". sheet I o #f L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet qf .0 LL_ 4-� I I Prepured bk Crkz Parrino, /�F dated �I'Warch 24, _1`003 and Drcrwing Vo LT1612, filled �*, 12 " Lintel'�'af� Load 1"Libit-I; ",.shvets I 3, I)J, 1, pre'nured bY Cn,fi Parrino. P, L_ dalcd,�Warch 24, 2003 and Drovvingko, 9 1, dated 03,'24/03 and Drmving.?Vo. LT4612, titled "Cast-Crele 4 ", 6,; & 12" ; 0 > SCOPE: Cayt-Crele 4 6"' & thror�vh3 o/ prepared I L T-461 fided "Cust-Crelc 4 �', 6 " a, 12 - Loite/ SOL,fe Load Tobles ". sheets I LinielSqfe Load Tables" sheets I through 3 of3. lost revivion dated 06/12114, all E (D P This NQA is being issued under the applicable rules and regulations governing the uscof construction materials. Craig parrino, P_ E*. � daled,11ar, � 24, 20(U laiI re ri,kioii 41 1 daleeL 1pril -18 1103 both thl-ou ot ', i repared ht; Crui�g "arrino, P. E, dated,11arch 2003, last vil -1 3 p prepared, signed andse aled by Craig Parrina, P. E_ on 08,19/14, C/) 0 LiJ ne documentation submitted has been reviewed and accepted by Miaini-Dade Counts RER- Product Conircil drawinxssigned and sealed by ( wig Pa P.F re 'twit? ion daled March 1, 200� all,,J,vned and sealed b-y (.'raig Parrino. R E,, on 14-- C/) Section to be used in Miami Dade County and other areas where allowed by the AuthoritN, Jur Having isdiction B. TESTS Ahli"Ch 22, 2012.B. TESTS (AHJ). 1. ]'Csi report ("?L/Ie-rUrC1/ testing of 4 , 6 '(� 12 Prerosi Conco'Ch, /,1111cl4 11111I,.Idand 1. None. This NOA shall not be valid after the expiration date stated below. The kliami-Dade County Product Control Section (fit Miami Dade County) andlor the AM f in areas other than Mianii Dade County) rescrve the rizirt to have I - Unfilled Models, Iota/ ol � 1-,) co, creie lintel wwns ver prepan'd !)Y,4vphed Research Laboratorl, �, Re,,oarl.')FO iO4'04,-1_ dai,,-d f4r."Os'I vwneal and I ­ B. T FSTS I N"lle -ULATIONS C. CALC 1. Calculationsfior Cast -Crete Lintels, dated 0&/19,,'2014, sages 14.201 through 14.236, a this product or material tested for quality assurance purposes. If this product or material falls to perform In ILL I'll. C. prel.,firetlb-il-(rriiigPcir?-itio,, P.E., signedandsealedbv Craig Parrinu. P.E. accepted manner, the manufacturer will incur the expensc of such testing and the AHJ may immediately revoke, 1.".411,C'1`1,.4`I'I()"r�;' modify, or suspend the use of such product Or 111alffial Within I heir jurisdiction, RER ivscrves the right to revoke this acceptance, if it is determined by Miarni-Dade Countv Product Control Section that this product or material C. CALCIiLATIONS L Calculations fir Cast-c'rele Lim Is, cloved 05 `21)?W_ 20 - puges, prepure,, I h�It Craig . 1). QL' ALITY XSSL.RANCF1 D. QUALITY ASSURANCE BY Mianii-Dade County Department elf Regulator' Economic Resources WER). fails to meet the requirements of the applicable building code. Parrino, P F., signed and , eated V Parrino, P E I B1 11tann-10de Counfl. Depos onent r)f Perinwing� Environment, and Regulatoryp A-flairs, 2. Cuiculations for Cast -Crete Lim, II dwed'05�_'IkO3. 140 pug,,s, prepared hiz ( laig E. MATERIAL CERTIFICATIONS T'his product is approved as described herein. and has been de,�igned to comply with the I figh Velocit,)� Hurricane Pwi,rino. P. F_ signed and _waiea h.r (-'raig I'zirrnu]. P E MATERIAL CERI IFICATIONS I V a n e. Zone of the Florida Building Code. DESCRIPTION: {Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATEIUAL CERTIFICATION: )�;re, F. OTHER APPROVAL DOCUMEN-T: DrawingNo,FL)4612,tit1-W Pro:4:ast and Presti-cssed Lintel Details". sheet I of 1, 1. ofwli�y Isysteln Irfanualft)r CI[.,st -'re're.QI Made Pret asi Ltneeb� rcvisIc-d un Wav 1 111 F. OTEIr 1, Letter firont Cast -Crete USA, Inc., dated 08119,12014, signed andsealed by Craig prepared by Craig ParTino, P.E.. dated March 24, 2003 and Drawing No. LT 4611 in led "(Ast-Crete 4", 6" & 12" _)002 J Lefler li-om C(r4-Ce`Vle CMporaliot'i, aI February, 03. 2012, signed and sealed Parrinq, P. F. cerlihIing compliance with the Florida Building Code, 2014 EdilivtII Lintel Sale Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P,E., dated March 24. 2003, last 2. d /�a- Pre�trc,,,sed Producis dated 2002- _7orida Building Code, 2010 bi� Craw Parrino, PE_ certi ing compliance with ihe 1, revision dated June 12,2014, all signed and sealed by Craig Parrino, P,E., on January 22.2011). all hearing the Miami -Dade County Product Control Revision stamp with ilieNotice ofAcceptance number and the expiration 2. EVIDENCE SUBMITTED UNDEI, PREVIOUS APPROVAL 4 08-0320.09 Editiem 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 9 17 -0821.18 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4, EVIDENCE SUBMITTED UNDER PREVIOUSAPPROVAL #f 13-0321.07 1, None. z MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1, Drawing Nlo, 17D4612. titled 'PP ecast and Prestressed Linict Dcluds", sA,,el I (,f 1. A. DRANVINGS LABELING: Each lintel shall hear a permanent label with the manufacturer's name or logo and the Miami -Dade P-efwred h-11 cl*g Parrino, P� E, . lated March 24. 2003 and 1)rawing A`o 1, 14612, ogle d ", I Alone B. TESTS County logo. "Casi-C.'rele 4 ", 6 12 " Lintel .'aj� Load Tabhn� shect� I lhrw.�,�h .3 vf.?, prepared by Cra �g Pcrrino, P. E_ dated HarchfP 13. Iasi rev is ion di aco`Afarch I i 008� B TESTS 1 Narita. RENEWAL NOA be has been filed has been W ofthis shall considered after a renewal application mid there no C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product, B. TESTS 1. one 1. None. TERMINATION of this NOA will occur after the expira6on date or if there has been a revision or change in the materials, use, andlor manufacture of the product or process, iMisuse of tFis NOA as an endorsement ofan� L `v a r) C. CALCULATIONS C. CALCULATIONS I None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate thisNOA. Failure to comply vVith 1. By Miatni-Dade County Department Qf Regulatory and Econotnio Resources (RFR)- any section of this NOA shall be cause for termination anti removal of NOA, 1. Nane, D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miaini-Dade County, Florida, and followed by D. QUALITY NSSURANCE L BY Miaini-Dade Comntv Department qt`Regulatory and Economic Resourees (RER). L ,Vane, the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1, By Nfiumi-Dade County Building Code Compliance 0,ffice. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. ,MATERIAL CERTIFICATIONS I None. 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued Cast - shall be available for inspection at the job site at the request of the Building Official. 1. N(ine. �y Crete L'SA. Inc., dated 08/0&17, signed & sealed by Craig Parrino, P E, This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E.*-1„ E-2, E-3, e-4 and E-5 as well as approval document above. t mentioned 'The v A. Makar, P.E_, M.S. -,Alelniv A. Nlakar, P.E., M.S. A. Maker, P.E., M.S. submitted documentation was reviewed by Whiny A. Makar, P.E., M.S. Produ'ct Control Section Supervisor PrAlict Cont-rot Section Supervisor C�_­Ilclnty Product Control Section Supervisor NOA No, 20 All -0630.15 0U"lAA1"IHVDE QXJ� Expiration Date: 09111 t2023 NOA No. 20-0630,15 Expiration Date: 99/1112023 NOA No. 20-0630.15 Expiration Date: 09111/2023 NCIA No. �20-0630.15 Expiration Date- 09/11/2023 Approval Date: 08120/2020 I-C., hrle, Approval Date: 08112012020 Approval Date: 08/200-020 Approval Date: 08120/2020 Paget E- I E.-2 E - 3 Cast -Crete USA, LLC Cast -Crete USA, LLC JUL 2 1 20 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTAN( E.- EVIDENCE SLTBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, # 18-0424.04 9. NEWEVIDENCE SUBMITTED A. DW4,WINGS A. DRAWINGS Review Assist, Ist, 11 1. None, 1. None - at Virtual completed and roved B. TESTS B. TESTS ,, Plans Review FB , with the 2070 th EdWOR op Ar�% for comptian'bra Anne Klahr PX 1. None. 1. None. by Be C. CALCULATIONS C. CALCULATIONS 1. N`one. 1. None- D. QUALITY ASSURANCE IX QUALITY ASSURANCE E. By Mianti-Dade (70un° Department qf Regulatory and Economic Sources tRER). 1, BV il-Iiwni-Dode Countil Deparitne 1 o"Reguhoo?�v and -F'conoinic Rcvmtrce_s tl?FR) I,. MATERIAL CERTIFIC ATIONS E. NIATERIAL CE RTIFICAT IONS 1. A"one. 1. ,Vone (3) F. OTHER 1. Compliance Letter with the Florida Building (.'ode. 201 Edition, issued h-v Cast- F. OTHER , Compliance Letter tvilh the F� oIda Building Code.10 Editio;l, i.%,� ved hiCast- /�ii■Ir.r.r , Crete USA Inc., dwed 08/08 J sk,-ned &- sealed big Craig Parrin6. P. E Crete USA, Inc- doied 08,�08,, Sazned &scalcd 11, ( 1 -11,1 1 -LI�Q P, Ina 1, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Coinpli&I,e Letter with the P7 wida RuildI (�'ode� 2021) EdI is.�ued hi, CfW- Crele Inc., dated 06i'll, �signed & scaled hi, Craig Purrbu), P E. Cz A. DRANNINGS I. Drawing No. FD4612. titled "Precast and Prestressed Lintel Delails", sheet I of > 1, prepared ky Craig Parrino. P. E., dated Ailarch 24, 2003 and Dralving .,N`o. LT4612, filled "Cast -Crete 4 ", 6"d, 141 " Lintel Safe Load Tables ", sheets I 0 through 3 of 3, prepared by Craig Parrino, P. E., daiedilarch 24, 2003, last revision cleated June 12, 2014, a// signed and sealed b,v Craig Parrino. 1'. E.rare 0 January 22, -1019. B. TESTS 0 L Al*one, 0- C. CALCULATIONS 1. ,tune. D. QUALITY ASSURANCE L By Miami -Dade Count), Department of Regulator.), and E-conomic Resources (RER,)- CIO Cn E. MATERIAL CERTIFICATIONS 1, None. F. OTHER 1. Article of Conversionfior a name change. Cz Cz LU (Aelmy A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. < (D Product Control Section Supervisor Product Control Section Supervisor _J NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 0911112023 Expiration [)are: 09A 1/2023 < Approval Date: 08/20/2020 Approval Date: 08/2012020 _J E-4 E:- 5 r) SHEET NO. March 6, 2023 PA 1 111 K�7 �W, ______ ------- __ _____ __ - -.-- - - -.,----. ___ � — I - THI TESTING & ENGINEERING COMPAW _ - __ - __ WA'll A TIU-JT, JR., P.E, t11kCO,;V&OJ_O�`F` ,,.1.i,.1_I;_. I - ?I C,k L­ N. i1ft7J1 PRODUCT EVALIJATIQNA�EPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: shu#m PRODUCT SUB-CATEGGRY: Storrin Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: GlobaltProte011on-ProOLOb IrLIC, 48M S.W. 51 Street ulam", Florda33314 1, PVRFQSE OF EVALUATION: � - This is a Product Eviluation Report isuied by Walter A. Tillit, Jr., P.E. (Systern ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 6 1 G20-3, Method I 0 of the Florida 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 Florids Building Code, and to verify that the product Is for the purpose intended at bast equivalent to that required by the Code. This Product Evaluation Report shall be sul to review and revision In case of c y affect its limitations and conditions 2. EVIDEN C E_-6-MIMMED: Z1. PRODUCT EVALUATION DOCUMENT tP'll Drawing No. 20-176, tilled "20 GAGE GALVANIZED STEEL STORM PANEL". sheets 1 thru 26 of 26 prepared by Tilteco, ]nc.: signed and sealed by Walter A- Tiilit Jr., P E.; dated 0712812020. This drawing Is an integral part 19PAIS Evalua�on Report. %kI A 1#11"i Ls%l �t'R . T�44 %I L's, �Ir; .......... /TZ% , - I *141!�!`.. - . - C C I * I V, 4, ­-_-N1E­ - . 0 -*`-,.�Pl� - . ___S:7J-­:' h . .- z - -,* , a 44167 `� � :,-,, - ��T- -- .r*:' * ; * - � �_ . ., - : — ", , - ­ . `1,' _.. �� ,,,,.Z�, :,�, ..toPlEi1i,..-`t,,'41F . .1 . en . \t, .:T . .. , I wo" 0 S, . N 6.1,55 N�W 36th Street. Strill 305, Miami, FloridA 13166 - Phone: (305) 871 -i53 I 0 - P'*�,.N?46;�'l PRODviCl-KI, 'I - I Z2. TEST RF PORTS: Large missile rabacl and Fatigue load tests were performed under Protocols TAS 201. 203 as per sector, 1626 of the Florida Building Code. Untform static loads as per TAS 202 Protocol Test reports prepared by Hurricane Engirl n & Tasting, I he , R9ports # 96-669 dated 08/Ml 996, #W570 dated 091181119915, 091tv-71`30 dated 09/2011996, all three signed and sealed !:;y Hector M, Medina. P.L., Feriestr-atiton Testirig Laboratory. Inc. reports # 2034' dated (14116i'1998 anti 0 2126 dated 10/0619198 Witnessed by Gflbert Diamond, P.E and Report Nu 021Q.01-09. dated March 4, 2009, sigl ano sealed by Edmundo Largaespada. P.E. and HenrV Hattern. P.E, Tensile test report No. DCM-197 jy OC Metallurgical. Inc.. dated March 13. 2009. signed and sealed by Frank Grate. P.E, 2,3-$TRUCTURAL ENGINEERINQ ,a_CALCULAT1_QIlll On 20 Gage Galvanized Steel Storm Prinst tor maximt.im panal length vs- design wind load, 96 well as maxonum anchor spacing vs. d-sign wind load and partel langth baseo on rational and comparative analysis, and �r accordance with section 1616 of the Florida Building Code Calculations prepared by Tilteco, Inc . dated 111ON08 and 03/1,Z1115, signed and sealed byWalterA. Tillit, Jr., P & IMIS ILE. IMPACT RESISIANNI�L, Large missile impact under section 1626 of Me Florida Building Code, as per TAS 2,01 Protocol 4. WND LOAIDS Re_$J3TAKC_ �- F 20 Gage Galvanized Steel Storm Panel has boon verified to sustair wind pressures. Maximurn garial lenoth shall be as Indicated on shoets & 10, 14, 15. 15, 19 25 aryl 26 of 26 of r roduct Evaluation Document (P E.D.). drawing No- 20-17S Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10� 1 1, 14, 15. 17, 18. 19, 20 25 and 26 u4 26, of Product Evaluation Documtent (P.E.D.), drawing No. 20-17C 5 I.MTALLAT.QN; Installation shall be performed strictly in accordance with details indicated art sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Docurnerft (P.E.D.), drawing No. 20-176, MInimurin qeparation to glass shall be as indicated on sheets 8. 14.16 26 and 26 of 26 of Prodict Evaluation Document (P.E.D.), drawing No, 206176. "t,ilinnnED", 0" �, N T141 " , ,P%" �X , * . ..... /'?�,,, 1�� - - V, 4-- - 1��-_' " 4?:*Z .. \- EN - -. �P S, - �, , -, V - -t .- �_ . , __,�_ . %r - -: - - '- % -1 --;,t-No. : I I ;E _ , _ 4,1167 -, - � - -�_��"g * .: Tit = , -1 Z, �Q` - . , , . 0Z Z ____ __ . E -e, - 5ATE 0 .".. � . -, - A III.. , - " ,>,,,,0�e-�-.-..1ORi10 ----,�,��,v . . 111.> Ql * \ . %, S" - N " ,,,,"ONA`_'� 0' Irm"m0o" - - - ---. - - -, - - ___ - ­ - _ _____ __ ______ @�� A �SE 4� PRELAS, SIT'NE, ,19 PRECAST ,,LWI -ANE's S�XCIJ �- .�z th'.xv, A! Klll� ... ­ ___ __ --------- .--- - �il NOTES: NNJLEN-2k-GML,QLVNGMLJBZL-xmw2omw rAISV-K INIX-L ANCHG�19', S­(kL 91 LEWI D�Itd,- TO QEACI� INt � S-;Z,XTUR- FIE-C �,�i -WUS I I,-IAM PANEL 'ili,.T�^ CH II-� PFICOUCT EVAIUArODN WCUMEM fril ­'_ 01-04 UF40"LL OW COMPI I, A4rH(AMCE S-1 BE A6 MENTIONED IN 0 ?) 10, IS 62) �COACAW_lv ITI THf, ?Q;Il� - ,t* COWMI,ti) Or 7�if "D" UktONC COOL lc I TIC VWM-WXD L%N_2P1,CffX_1,-V-n_ - � �;i4il WL CIS WI LOADS S0,16N.A. IW OFFER. I.*:D AS PER VCT" 162O Or I-ImE A&JK AFENTI)4,12O LOOL - I i:'# TA-OTA' ARC-1-00M, IS IIANKLIFACTUAM 01 I* SUCDCA INI F��RTVTIAIJ SPIEU, AS RMU011LO ON 4 4VIUSINCTION AREFE tKSE StICITERS ftl OF 1.11S71-LI'D .0 if) - - it - 0AINeLLMIE FEWRY, C AN:T P"'CL-1, l,LJ, Ah'�".S AS ._C­,.C-C;1KL. v- vc�o CE,.NtcTTR,,Cn-,. r1wC,,.-ts KIP A iAftrLTX)4&"V FAVOR ICH,05, �,ro!V, ASCE 7-16 44�1' ��W� NOT IXCETIO INII W,VKFW k,1,50) IJ4'. LN! "L'*A PEP. N�,S OESi(ih PRESSORE AAF10CS INE)II ON SIIMS 7 FIRU 12 14 I.S, 16, IQ & 2D 0/164 1 t/6' ISCOO SCiSilK. A: C01WOLIM AY 10 I. FIETt I %144,0 9,10 & SKIV-'w 1%1 m ORDER BO .TFK1 THE Ail _XNr%1O14. �L 1,M,ill OES� WW ,CACS O(TER.MANEff OER �M 7 - 7 6 1. , IIANRARR tMAEAZED 1EIW_1t,A1U� W,0 ��X C, 7APC,� VTC�OA`r S�AL, W : ;/�' ­r 2* T:nR F,Co PANEL— SHALLI SE '*-.I' A17TILKED 7C.' - S -0 DI-IlCh SAW LO��$ 01 ilt�- IWE"ft-, ,-WM Q'I 0 6 -4 OROEQ ITJ AND PANFILI&if 1f.K1 't, CCNIPAK TME,-A I � (AS O� 0411aN INTF-SkARt qATINITS INW�ATEC OR SWI I rWITM 1;, )&, 1�, l6 19 A 7Q �� ;�l vow,o V�PEAM il PD47PAV" a �-C SMIN NflIi t-V WIX)C FRAME ("' StIAIL B� � i,.,* w, F�RFNI),u 'RE IN ORDER 10 41-WY THAT, Atial"Ns I III T.S P ( 0 AS , CSIE W, NEF LNEI. -TNE'�31t, - .-A ARCWF&S# LN lN1.0,10,11" .t-CRA, ION WTO tTI11­) �7� ff� 7,0.5�APED AS Pl;� O� TT4 Pr,)k-..rl1 ?,ITIMCE. FEIRURAT"Y1 STNESI FOR WHO LOADS WAS 40� JSE'.) ,N THE)* APIALMS rATTL"S SPACJW. ?C WIDOZ T05 SEEN JIFTEPtim'S', IN ACCORICI III N_DS 20III C '� WITINISIAN EFKA OIT-�&Wf. T)F LM; SCKQT`_ tNI4I WOOD 9-04� I� AS NO,(�TF�, Ill ,�,� :)RAWINj SIURN PAA(I*S WITOLIACY fW WAU AKU ~ PESKIAI *4 BEEN 0,_R4PdM IN Ac0w�wlk VT� �AOXN 16;�6 rw TITE NOCK ywowu CID" k� Rul "LlISAII CW1INEER`WC A TE57VAC PRO at-W$ 96-569, 96 I * 96 13C AND C 0 WNW,. I"ENETAA1.04 CF AVOOf', 90,4"`; ';AN- BE %,'R* 1�1' IT-& �CRLWT, J40 5tT,Al� 60 1 1�2' ,�*C .11, , , FFWVI;W*N TESTAIC LIS --K REPOP'S #2032 A, 02126 .S PROI�K"AS !AS-20- I.S­07 AN� 7AS-201 Sir(A. Z' r�%ICCn CITST IlNrl " �Wlit IT AMI ��H A10 FTIJI:��) AS ATIEU AS *AMR' ITS, LAB Of 31TkITH T111RK- REPORT 0021601-C9. �' PER IAS int !A5 20�r AK, TM 70.' STAQIOARES � '� �" MASIF PIAI t4iETCASI S7W. OR RRECA" CONME7E PANE,5. �%�CCO CIN .000 BOARDS BE ;0-,V.l 9. 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L _; -1 - ca"m - L 11FOLOREL � , - "N" , , - I m m w__ ­1_4i� li, 117" at ,tL;54;4_- __ ., I .C"C;vr FILL, REQUIRE - . __ REOLORL-E, r :7=:!�- --__A,_ � ­ :t-::-: i:S I - I I ,.. � ��__Tl_l . - 'I, P�/21 I�W, . 11� ! P� L , t� � " - ! . . .39' I I DUT-1.4 NX-ED - - ; ­ ­ - ., I , . - N_ _. � L_ - t __1 W� I, / - ' T__ CCA� - T � - - - __V­ 'A�� � I . I REojfto - L__ - I—- . 1� LoNcOlm Amem" 00MICAM ANCIA30S _ i� I , W ­=T; 1 64 :(I, - 11 1174 TORCAM Wic-ofts 4 .1 1,11'.11101-- rRaI It/ -Apa 44:_ al"TCAH 71,40" �005 I �;. I.. #11 .4, - ­- r MMLL aN 1 'M ICNEWLIE ON (SU " rin SCHIINIJ OI ��' ,.,I .1.,',,C �su KNEIVU iN, S.W1 IT THWXt:,l v= &,�'s a FNATCI 0) RICETS A I-, �- It SHEETS 0 ININOw, 0, I AA1.11-Atawflm D-ELOOR. ADVS11RO QUILr) 00-TAO-Offltiq ALTERNATE BUILD OUT MOUNBNG 1E09ft_J =Q" 5&CTIQN SECTION �C�r I I � 1, Q�iki­l 3/k-1' _��r 11/8-1- --- ­_ S"t 31f.,* i I � 11 I � I - 1. E-D. - EM 061-.-C � PA NTAU;,AT � � t Sa SC-ALL--i ON - NFAAA`MA` - ,�D J�k .._r, M INTO IT i I SHEETS 0 IT 9) I ". - � I �ig I ; � I I ViT, W,r--Ma-QWABWgkK--Q-F-S-�,:.TKMS t Lz_./�.' ;1 � 48 � , lov. �,C,o 0 I ; ­ -!, : ..2 ,,Tv.., � i -,_�, & MITTOW vcurn-4G5 1-M &F I � 7 , - %0"l .... IN%, COUR ED IN At., "I TO 5-_f'T ANY I _;,� * I ', � I i i el" -R A ?'# 0. ILIATIO� i � I- - - _. - - vv . - - - .. �,.iel "I'll .. _�,;, �__ I-* ­ 11 , . I I . 1� . I OCEN S ` 1_.�, , ; , i' .. " It, FLORIDA 9UtLl CODE (1119h V-;o�Ay HLI�I,a,e Zo"), o`STWC POORLD Z - - ____ - CONCRat - 3J.:1 : f� � t I AEOLACO, : , E E, 9 ..; J� q"1767 � ;: lPf*t, ,An= - I 20 GAGE GALVANIZED STEEL S70RU PANEL I _:.' AT tok"" A�_ - * � i �___ ------- , - :*f .1—­­ . �W. sc,�`,L I Z , WE �F . - - O"X/200 � -, SIC- 0 11*61- V I. - St LLC � I - 1. , vp ---I _& , - , 11LIEC011 �� GLOBAL PROTECTION PRODUCT -L 4,01: � 'Icill , -, T.0 MIGSi S. " Cuutj MQUNTIN V� - A� - =-_'=_`Il= _K, , 4= 20-176 %%ft i�`_01_ - �4 .vAX/;*-; - ,�, =_--__--.�;,�." HS! N1. ­ � (n.A"- 1.6 1. 1�9`"` M? SEALE 3,5.*' ZZ�1'4 1 CA , -.1 ------- I"� .I " ;i.-- - i - - IN I , ""Tr ..., ,t,aml"W�rr , , - T`� 11 A, PC I - -, 1­2 - I ___ - - - - - � - __ - __ __ - --------------..- . .­­ � I =- �� Ill, U I I- - . - =:L,J::::Z::�'.W - W n I I �;4,�'. ILLE I', - I _�CATIOW A' �_ `ANEl C-1mo - - - - 1 (6 ,_ 2'X7-XI/4" & JAffum-ANSEINIE __ _____ R&Q_1,W1.Ey.AJ_l I U9V_KLrQlCL_*'0__2AAra&l t O�LVATERLAL (�KARACTERLSTICS AND SPECIFAC-ATIMS: Shal be strictly in accordance with General Notes ard Components indicated or) shei l 1, 2 arid 22 of 26. of Piil Evaluation Document l E D.), drawing No.20L-176. Anchor specrfications shall be as indicated on st-eets 1, 7 arid 21 of 26, c i Product Evaluation Document (P.Il drawing No. 20-176. 7. LIMITATIONS AND CONJIDITIONS OF OW 7_1_�hal� !�_� t"i,,It� ji, 1,,,,tr,,1;i,A)ce with Gefiaral Notes No 1, 8 thru 14, inoicated on sheet 1 of 26, as wofil as General Notes # 1 thru 4 arl I I thru 16, indlir-ated on st set 21 of 26 of Product Evaluation Docu rint (P E, D.), drawing No. 20-176 prep, ired by Tilleco, Inc. and signeO and sealed by Walter A Tillit, Jt,, P.E. 7.2. "roduct may be insizilled within HIGH VELOCITY HURRICANE ZONES as defiriu-id on section 1620.2 of Me Florida Building Code 73 'roduct shall only te installedl into poured concrete, concrete block, arid wcim frame structures. Prod ,,ct Evaluation Report prepared by Walter A, Tillit it-, P E. (Florida L"nse No ,-4167), President of Tilteco, Inc. (Florida CA-40006719). ""0,4.10 I'll", ;k ` T;4,"1,, ,,�'-,�, 'I- 4/l;;, ,,,, s_1 I ­ ­11. .�,;I,zl -- '130" . i ..., -,\CENS""-.1 11 , . - - . � - . . z . - ii Z , _­ -, ­j�� � �_ � T Wl - - '*a - t .. * .. Z � I - � %=--l.;)�_ STATE DF I`, ,' - __ . I'- - _,�-- �;g 19, 1. �,�, -.. OR I -..* , 11, %*,�. ...I. "I 11 " � 1,, NAt, It, 1111"'noinCil", .11�. I .) T: �CO A0V,0NRU-,0RCS P F. xEFTDRT 20 kGtLoFila OR00"ECTION PROOUCTS, LI C,20C,AGE ��'I',A JZU�5TaL-,,f0Ri4F`AhEL DR$M,-*N)�lIbNR�--QRT920-072&(I1 - I �,IL , I � I . , - - . - - ­ ­-, I LUMETRIC VIEW DUAIL A ;, 2_P� �� C OlIt"ER a �NDS OF PXNF. � f," �Ii,"4� ,,EwwrV [:cE I,- sl Y"10 ,I11 r� . "' A _­ . I IT 3.4 4, � ­7­1 , �W_' 11 I r- , ,,­ . . 1 �CZ!5 ., I , . I 1� �_)J w- 1, - . __1 I - Mr_'�'_,. - A, . , Q.," KEY HQU MASHLB - - oc'. on.ls" I�, - - - - Or" - G�L~Zel.i STEEI 'I l!)v / ­11 - . 4, -,.,- - ' 0 I_ - 37�. It ----.JB.. U-11. I . J� �,_ 1­ -_ I I I \ I I I - 06'i � - - - 1-1 h-AMIC I.Cl't, 12T . - ,i,,. 0,AIr,a ­0 N,T 8W I 1� - 1-1 �TVINIA7,m-, ,St trAlo NLn .i-WT MtA,a%_iFItC W.S14L. AI/ AV.IC.k . �,U`IN3/3r �Tll t"SINS'El., �STI a- 'Ar,H,L ."­ ��k - I __._______ � /--'------------\ / I I L I E C 0 tilitill— TWILIT TESTING & ENGINEERING COMPANY ,,, 1,1 I ER � fit , I IL. , L lllzeox�! coal PROVl EVALLIATION WORT q ?,F N­ N, 44,, - ILI-A I WIN.Ni,1 10%1­ REPORT NOT: 20-0727.02 DATE: JLity 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Q lob -al- Protection PrQ.du.cM_.LLC 48DO S,W. 51 Street Davie, Flonda.'Y3:314 I. PURPOESEOf-EVALUATIO-III This isa Product Evaluation Report issued by Walter A. TIllit, Jr., P.E. �Systerl 10 # 1906.) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method ID of the Florida Department of Business and Professional Regulation This product is toeing issued an Evaluation Report as OeSGnoed herein. and has belen verified for compliance in accordance with the 2C2U Seventh Edition of the Flodda 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 Building Code change that may Atfart its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUXTIOND.0-CLIMENT T,E.D.1, Drawing No. 20-175. titted '24 GAGE GALVANIZED STEEL STORM PANEL", sheels I thru 18 of 18 prepared by Tilteco, Inc, � signed and seated by Walter A, Tillit, jr., P.E.: da*ed 0712712020. This drawing is an inte%iiili II1004,01s Evaluation Report 11�,,,�,;. _r, , _.. A. I tz.- "I", ,- \; .. ... , ,,, ", `:!� IT. " ", ,�\C;Ns"__`.�-!l �­�. j�_:;--- - .. � - - , S I ; - X : M7. .1�1115i , . % _­ AP �� � t * 2 . J. - * . = -- --- - -- -�­i- —ST - --- - - !- � -_ - ATIr O; ., Z � 1O. . - . 4�7 I, 's, <?�� � , "'T4 0 Fit I U r, �. - � ""; ,Z. .\ - ,- 8 " , Ill - I. 5 31 6155 MAN'. 16th Smet, Suite 305, Miami, Florida 33166 - Pbouc- l -­ - I ."&,"�.U` I "' ___ ___ ___ ______ ______ ___ �QMPQff.N15__EQ_R__RfTQ_Q A -L-R-& LIFE 5AFETY STQRM PANEL5 �Sc,�,E ',12�l'� . I 1, .�­, 5 �, �� I I - - - 5 1 14' ( kYTAL I-Cr�) 115k,_ 1�11$T_T'4 A�,�1A'� - I - - t rtlj, - - , " - ,.,- - 1 !06* 1 50c, I - I I I - ! 150- - I 1111m, - I'T",` - , _S50, - , I, , l ­_­ . 11 ­­1 � % 1�kj_ 1 - - I - � _ I �w � / ­T­-I,,,� � wH401ED _� 4,TV ,_ ", ,,,,­­­�. � , I. '. - - - ---- " . ., . � . - 11,�NI-_ - u", F .". I I , U ,;Rkx su ...U.", \. , A, � C-40 cik, `[JAMET -I [Dc[ '11­11� --,`,i4 �,�,R � ­� I I . � I - � ux, : 1"", .I- ­ .�� �, / I � . ­ 1 � I., VIA.t A�i I ,1iLMMf F1 '. 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'111111^�Ssl . 1 09, .. �14` �� Fi'll RI -* , . � ; _AA - A, IN, M, -AMAXA, I ­ 1 20-1?6 , N� , )"_,� 1. t_)__*M I " "I',-,, . ­_ __ - ,, TIL , , �Ali: I ��_,,,.Ii _ ___ ­-1. , I �7 S A., __ 116­ ILE I-,- -.1 ___ - I - ,I- � -, �� L- � . . - . _________.___ � .-------- . --.-- _ ___ _ ____­_ - , " N. ..'T�V 0_00 I,--- j" f -151 __. 1 l i . I . : L---:j � � . " - __ - KT,N.0, 10,i)727,02 7 ZZ.TE-STREPOM; Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared byAmerrican Testing Lab of South Florida, Reporl#081,41.0'­­01 dated 03111il witnessed by William R. Mehrier, P.E., Boriz Moroz. P,E, and Henry Hattem, P,E� ani Report No. 0219,01-09, dated February 26, 2009, signed and seeled by Edrnundo Largaespada. P.E. Etnd Henry Hattern, P E Large missile impaci and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by Amercan Testing Lab a' South Florida, Report No. 1123.01-10, dated November 23. 2010. signed and seated by,lullo E. Gonzalez, P,E. Tensile test report No. 9CM-198 by CC Metallurgical, ;nCL, dated March 13,2009, s:gned and sealed by Frank Grate, P.E, as per ASTM E-8 and Tens'le Test as per OC Metallurgical Report No. 1OKM-13i8, dated December 1. 2010 signed and sealed by Jerry Jaciol'ano. P.E. as per ASTM E-8. 2,1 -5T_WC_TURA - I_ENrRINUBNqCALA;ULATJONS; On 24 Gage Galvartized Steel Storm Panel for maximum panel lengh vs dL-*n wind foad, as well as maximum anchor spacing vs. design wird load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc, dated 12118,110 and 08,127/13 (for this revision), signed andsisaled by Walter A. Tillit. Jr., Il 3, M(6$JLF,1MPACT RESISTANCE: Large nimsite Impact under section 1609.1.2 of the Flor,da Building Code. as per SSTD 12-99 Standard and TAS 201. 4, M-bl LOAWRMUANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3. 9. 10. 1 1, 12 and 17 of 113 of Product Evaluation Document l drawing No. 20-176 Maximum Anchor Spacing shall bie as indicated on sheets 5, 9,10,11, 13 thra 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel he% wen verified for code cornplianoe to work as a (ion -porous storm shutter assembly, as per SSTD 12-99 Standard. ,,- - .. ... " 1,/ V. - - , , I', �Zil�" I,Q1,ENS I- ��I, .11 .- _* I e IT.. 1 __ ,-- �_ - It - - - 1. - - * I - - i ; -ri. 41467 ': ,,, . --.- � - * : * - � - ", ,�Z�er� --- . 1 ­0'. STATE OF .-", t, I . 'n 11, ,�-..,C/ 0 R I 0 ,,- - - -;�� J t , . �'. N o v ' S '­­- 'O ,, "'160ZI 0 N A L `� � '�,,,,N' ZRUJItIl kN',\Lt,�'illtt"�-RFZQRI�Z%Q--10--#.71JAt.' A 5. IN TAILUION: ks Installation shall be perforrinad striciiy in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 1 8 of Product Evaluation Document (P.E.D.), drawling No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14. 15. 15 and 1 8 of i 8, of Product EvalLation Document l drawing No. 20-175, 6. MATERIAL CRARA,CTERI$TIC,SAKQ.SPE-�CI-F[i�AIIQR&. Shall ba;, strictly it) accordance with General Nates arid Components ififficatea oil sheet 1 and 2 of 1 8, of Piroduct Evaluation Document(P.E.D.), drawing No, 20-176. Anchor specifications shall be as Indicated on sheet I of 18. of Product Evaluation Document (P.E.O.1, drawing No. 20-175. 7. LINITATION5 AND_"NDITIONS,0F_V$I;: - ___ � 7.1 Shall be strictly in compliance with Genewal Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluabon Dmument (P E.Dj, drawing No. 20-175 prel by Thteco. Inc, and signed and sealed by Walter A. Tillit, Jr. RE- 72 Prodid shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code 7.3. Product shall only be installed into poured ccncrete, concrete block, and wood frame structures Produrt Evaluation Report prepared by Walter A. 'll Jr., P.E. (Florida License No. 44167). Pr",ident of -1-11tecol, Inc (Florida CA-0006719) l,,IT"WI§n$N,, ,01',T� A, No ' "O., x..........."XII "? ,��.. ., l/A -S* -' "\CENS,' - it, , " I . r I. - - - - . I - - _.----T- -2 -I- - 1� __ I Z . :"il, .f,. 1 67 '. 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Al, EN5'RTPI Ill ALL ZIC7V $IREW E.1-1 & I,FE',%LEY 10 SI'll AS RECALWO Ill THE "tSWTI MITITERF STORM PANEL I EIF INSTAUI AM FOR A ELPECT]IDIM,171 FACTOR III V"G ASCE 7-15 Al SMALL HO EXCI T41 MAXIMUM (ASO) OC�ll ILREV31JR17 Fall pExIl 01, "E[7% 1 c I� MiNTAFIAT THFIII KNETwYc% I WOOD 1,XF TIAK.IiIN AN�'HLTEI -kA'_ EJE ' 1,12' AM) .1' .t.lM f­1 ,LA.Sr�MMIT PL.,5 1. 511 Ill 11 & 17 le All FANEILAAALE &EIAALL E: � MT 011 ILI .1l THE All CoH4FITI914. LIE TIMAI OUSIGH WIND LOAl CIETCRIMIKO FLEE, AScE -it SHAu FIE FOS' I REDILICED TO AST; aWl VO(ilURE RAIING RY u%ATMTT,v"G 7HEN fil Ct ft ITFIVER TI) CQWOARE THE`ig *) WAX IASD; i 2) MINIMUM THREADEC POICTRAI Or LAr SI:Fl MTC THE Al, IFIL'Aff, UNIT 9,ALL BE : 1,12- .0 141I ll P"C"'�"'RE OAI "I Ill "S SHE E FS 3. 9 ILMEI I '�' AT 1 7. 1 IS PINIFTRAT,ON INTO STL.ICC� S,I GE _'OqSHl AS PAILT OF r-C PCOAARM THAEADED "ETRAI N Q-DE To III tHAT .l ON 'HIS PED AS I'lliSiFEC, Well IIII IiVEO SYQl A 33% W-11I IN AltOlAll _ . 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AS MA1il.Ir.C1`vREO 31 ELCO CCOS;PLIclKIN Oill FOR A Sin STT�Ctl ollol It WARE `,f SITE ,`�NDRTWACS LCI�tert` rill I I 0 - 1/4'00 LAMAE NI NK10M. AS MAKFAI ST DEVALI INC it,! t,',K1l?l TO K flrSPQkS&r FOR IH[ Sr,XCTIDN #11,IFICI AND INSTALIATMI, *CL.1)lW jrE ssm, or rr,l ,,RoCuFT 6AW ON rHt5 Il FIROAXID 4E,`S`TE VIES Hl LENATI: III THE D�TIOI tXIAN.l ON I rK.kU64NI 4 '� MINIMUM ItYlItEDMI(I'll- OF TAPC,�h MICROR� Ll �iOQI COWFIETV NHALI FIE ' 3/1" ,' COR rt�0 PkwLw-' "�' COM",,,CTIO. 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AKH(Mli Itkill; '.I IONN �Aol IC I Itk.� MI STRICILIl IFE'lIND SUCH I'AhELS 4t� THIS PED SHALL Ell 14L LATE I 04tC.]NAL 5SAL SKI 5�`,All OF T if lM0ik5%Tkk %N( -I ,iRAL1 Ell. A,I IdEv.0w I I. A� I) ANE IN A , - ENCINITER OF OE00440 THAT PRE711AFIEll IT R, M­f�� AS I' S"UMA "N�.TI`Cr1`l LAM SK`-L1 DE LOCATED ON A Ill VIEW LQCAT-Ott AT STORM _r�.inl _�_­_kl - - APCON Ap�.l As I&ANtlFACIL'I @1 , I * FILl,tv.. IK I Pwil Si* -".CA k All `A�Amct WrYTI Sti7tION rLOI &AUDING, C3l W LABI I I"A 9 2 �TTL 'R, , _ - : ��'. : TEl , . "i'll L _'N SK A� "'FOACTAill I 0I INC ". A .,. SKAILL, K .F.'l EGA ol IT I -,Ar EA "K .-MBEI II) -MP Ill st-LON � TA % 3 OC IT,f rLol El"ItIl COCA - ,/Il II v ", sOtIl MC-1,1ill. *I; DiSTROLTOD BIT AEL -004T $COE*. l & t0l'-[AL-� (," #,. ;a ,­,A,C_-%FAtE T71IIIALL ,0 Al DANTILMATE �Lkflt AmCHOPS A5 MMLA_1fAC"vft[D BY ELCI7, OCN�T�I,ITIC. ';�.,��11111111, 4,4* F, ,'ANN' tItMAN ANCHCI AS QANLPAG'.VREr) Of GEWAI N� Xt �:. Til ��P, ,�fflk , I � " ­�Ol ITMET DMI I'T­ TAPCON ANCHORS. FECO IANIl AND L"Al NALTIN All Ill 'HE 4� "CrAl- \,\ I , , --.!� FjOfLDA at me UNIT sIIAL:L it I I". . . .. ' " 911,11LDING CODE (Il High V4'-.-,Iy 111,LImco,Ht Zol i! ., v '. z I . : 9,1 r,ij, 4, 4 SLII AW�HttkS Still BE EMl 7/5' T41r --IE C04I 3LOCK QLIP !. *Vl . �44 67 - � - _� T - � ""' x- III � _T 24 GAI GAiYA)EIZED STEEL STORM PANEL ____ - . " I- . ' 5-UI SHAL. I KWI 1/4' III vvIEWS oSED BNA", EK , 1/2' Ll ARWI S�Qll I'll (I"S'. * -w - MINIMUM FOI` "I 'll No T11"I S -v* STATE , . � III � - - Il .- �. I - - -------- - __ ­ I 11LIECO... iGLOIRAL PROTECTION PROWCTS. LLC.' � u7n,T20 - 13. I F -.*. ;l I- I . .. I , -.z , . - ki �N T­K�,F THAT PRECAST I,JOl FW �?l ci[�KCACFI PAI SYL-%�� op -FOOD bOAll SE roipi - LIE Al 0 I I, .. ,�2 � , Z.� 7- I, , . . F_��_ _­,��"" . — I I __ I . r- -, untr�,Nll k --moll ~­ -, , ,­ - ­-XIM. III - - �� ,,. . .. - Ill, . kXL!TI1NC Wl Al SHAi-L FIE LCI% I'NOLI04 TO Ell THE VAIN SIRLTI ,Ilit,iftij ��UCH PAN �T, . ­­L)l lit.Al BIT AS ME14TIONEL'. N 9 'I ANO �N 8 �-) Zo __ I 1. ___ - __ 'F�1,� i. ll 'I - i- ­­ =1.7_1' 2LI-175 x I'_ -,holMill '. lw-=� _ .�:.__ ____ - - - f - . I - -1-.;-. �.I _� 00, L., - - I "' F, i . IT0 .. � IL_K_� =��111�,_ -----..- _________________._ ;, I Fl � , _!_ , I. . 4-- __ r ___ ­­__­___.____ ­ _ __ ____________ --.------ ____ INSTALLADON -PE-TA-ILS M_RE9_U_LA_RPANE1__1 LNT-Q.--eQLLkR,f�Q-S;Q,N-C-R-ET-E _DRL._��CRIEIE ._9_LQ_QK -STRAX-10,L5 U-15-1 No, "'WED CO"rill,vi [A�S`ING Pool" "ONCLIM, OR CIDNI Oil or CONI Rol � cowft-1 ANI ; �f . -171 CaNCRI ANCKTIll REQ011) -, , I (SEE SC-EvuEr ON I (vir SCNLOULE ON ; ­ FXJSTWI WxAl SHEETS 9 rt,fl ,D �, - ST"ETS 9 r-O.C. 10) 12 '. . I 4:1 ,�-_.. -, CONCRETE on I .I---!-, I I CONCRETE (ILOCA I ,/,­l__.- - .. ./ 2" 1 ... - - REQUIKE, - % 4 "I/4. 1!7, , 'I", .tll `AAv -11 � ___ Lot I JO) , 4 "., I, C , I 4 ��_ 4 7- . MAY I - - � MAX . Col ANI 4i _� I (SEE SCHEDI 0-1 Lj_�5_ I ­T r, , "" . SIEVS 0 YIAOI 1% w I �� I : r � I � ��:]_� E-11 I I F I I I __ , I " _ 0; ��, 1 ; , - I , I I .: I ,1I : " , j: , I - I I. , - '. -, . = Y i - - - , It . ; - 9 'I I , zl 1� F�l I - P, - I t ,­ : I. , f� ` � I I I I A I : 0, . � - I I F F ,�i _: i �jlo,;l L D � I �- : , . It, . I SLPARAIWA I ."`.'�S�. I .ToNL : I L !P Ol b . I (I IIiIIA,wEt ", CL&SS, go III nIwti I I I SIP I .SEE "No, - "_" , I Esu Sic"ll, LEXIm olo, r-ir-, � . 1 ,�_`141 � i"'Dil ; I . I __ Mo. I � I z� I ON SHEET 3) LI&L I I : 04 SHEIF 1 3) ( I : I � , I I to' I ,w ��wl I "L, I Ell SEPAII ; I ,L* TAX. I I : LN Sp.[-, 3� 1 PAII 'Ell 1 TO OLtl r,Al -.1l I "JI ,­­�. � . 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EXPRE:SS-*' PRODUCT EVALUATION REPORT September 15 2020 Applicalisin Nuntoo." 178§91 - R2 FX Pooled Numbei 20-31543 Product M"hufaclugrer All AmorlCan Shutters Aflod GIBISS Manufacturer Addoess I W 00nna Read West Pawn Beach FL 33409 PInducINECTIRI&Oesetipticin 249a GaNanzed Steel Sturm Paileks Large Mossl1o;mparct Resislaml Scope of Evaluation: This Piodud Evaluation Repair is being mituffoll in accoodanfle will, the requirement% of the Florida D"Arlment of BusioNe" and Pialteiisional Regulation (Flarldis Building CarromrsiRDI Rule Chapter 6IG20-3 005 F A C for stallevArlp acceptance per Method I(aj The product noted atioRion has oiden losted andior evaloulated AS suffirruiceed hefifir to show cDuropliance with the Flonda Bull Code Seventh Edition (2020) and Mo far the purpose interriled at least .quivalent to that rmqt*eU by the C,,dD Re-evelvabon of this product shall be toogniorad follicow,mg perlinern Florida Ehx�rhorgg Code Frochfications N lov.sions Substantiating Data: A PRODUCT EVA-LUATION 0"UMENTS EX drawing 920- 31543 tried -24Da Gatoranapoi Stafol Gform Panels (hfVHZ & Nct-.-HVHZJ . slisols 1.5 tHepa' ed bv Ervaims-f-roll Expffts signed & sealed by Frank Benrialrdo P E Is an Integra part of thts Evaluation Report . TEST REPOFtTS Uniform 'ISU sHuctual portoHmonce has been tested 40 wCetodarice with TAS = fast Wifidaids. Per real I taporl(s) .BT-ASG t7-001 by Blackwasi TatIt,rig Inc Large missile Impact ieSsSlarrice and cyck leading performance has been tested H, accomance with TAS 201 arid TAS 203 rest, ii1andards I:- linit repents) 08T ASG- 17-001 by Bladronate, Tostincl. Inc . STRUCTURAL ENGINEERING CALCULATIONS Sftwutal enginaorinIi calculations have been propaterf which foyabijale the proco4d hNSAM; On comparative and,co tagonall analysK to rjuslitV the tualararrig chotion croterno I folmoritruir, AkYwooh4v Spati� 2 IiAm-im Aglogovoiblia Spar, 3 Minimum Glass Sepsialion, 4 Anchor Stia-"gi ____ - 160 SW 12'" A�fAIVF �1,11T? 106, OFF"IfID SfACO, 1`10?�DA )4441 (95 4 ) 354-066c I (866) 396-9999 TjAm4ENGINF5RiHsEwPRE5k,C0H . F44INLI[AINCEIPIT116& COM ­­ I r��.� I . . - . 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Page 2A -, All Noreficar, Shuilcir, and Cilatts - '4ga Cial,anized Steel Slo'na Panels No 33% increase in o0wattle stress has been Used in the design of this prociv-1 Separation from glazing is not Haquired for onstallacrols inns4e of wind zone 4 and essenbal tacrohrog, S Impact Resistance - I -Argo rniwJ Resastar-chi has boon demonstrated as &,Iod-t,ced in pre,,to,,sty listed I"I reporils) and �. so.couTled to, or, The ,,opneeting denqn of !for. product Wind Load Resistance rhs proclur! has Non CHNIM;nord to resist wind loads ft oxficaled in the spar schaduleis) on the 'especii ProdW Eveliaticip Document fi ot er9near-RW dfaww4I Installation Thio; mociod striff be untalied in fortocf tolaigroance w4has,espechwe Product Evaluate- Document to I, ofiginso(progi 4o,wAngi along With so components noted thereal Product con"nents shnil Igo of the misilenalsopeAen; in hal products respectrote Pioduct Evalualict, Document if a engmening dtawinj) Limitations IF Conditions of Use: chEe or IrMs woolud iihall be 41 tillict accordance with Ine respective PT,Aud Evaluation r)�Ljmerd (I I­ anginfiefing drawing) at noted hermn Alt soppoiling him .1grud"res shall N dwsigoAd to rMlill all Foopeowposed loads arid Ithau be 01 a rawlemll ksteclintfusprodud'srcspecweanctiorschediiie HoMAIMULtUME condili4ftswhoc-1, are riviTaIx3iolikilgentor, on lhk6 product s ofaSPEctize aHcITI11 schoiluile &haH be Designed lof on a inte-spracIfic trarsis IN If oegislered protmitionef eaCpaige, � Ail complDnerits which, as permanently Hislaxed shall he protected against CaClOsIoil CtintrigiNnaloCil arid either such damage at .3 VaTes This product has been oe.Wroed for use within arid Oulnudo the High VoW-roh, Hurw-arto Zone ohivf­7� Resj�eLkft)K - - . 11 . - . . - -r��-_. 1­�---.--� . - .,. -, - __ 1,4�'., - � ­ ­­­ Ffillik flcm)Ardo. 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I.TNUMg-f POSITIVE AND NEGATFVT DIESIGAY PRE-S-SURES CALCUtATIC] ., RE __ - I`1_!oq USE With THIS 5VSUM SHALL 5E 011tRIMINED " roe,[R. 70 PANK SPAPC ___ SIPAPATE ENGINEERING Ili A' CCOMAJIM W1711 TTIE si; � I � � CCVEP,MNI COOE. 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Ir' 1� I __ ".. � I . - , 16 & F 6'. � , . 1, . I I Z '. I Z - i 5-F 60� 5 I- 1 :2 __ - 13.0- - - I �67 V to - i. , '. I , 1, T, - -j7­7 � A R, * " 51" 11 A A I'- - 15'4- 5 9 , � L'� !iLr 6.2F TFT" 1 7 L' j V 11,17H.-TH-E i = �� -_ J1�2 'S' r - , 7 IL , E �?% -1 i =1 47, 4 L, 1 �211 � , - , , . . 0 ,, ?� 117.3 ANCHOR NOTES: I INCg-K)R SIZHECHIt-E 4PPLIEG TO RILL' PIRCPDUC�S CERTIFIED HEREIN, SUCT CAILI �CIVICH!s , i,AX, MUM A.I.CFAI ANCHOR SPACING. MAXIMUM AI.I.QN)PAJOLL SPAM$ AND PRESSoPM INDICATCE it, S VL - Z ENTER ANCHOR SCHEDULE BASED ON RAAIE- FASTENER SrAf[ Mir THE EXIST114G !jITPUCTURE PKTERIAL, k A14CHOIR T`IPE SELE�­T DESIGN LOAD rREATER THIN OR EWAL TO ?,WrAT7VE DESIGN ICAAT? ON SHUTTER AND St(ECIFSPAIM GREATER THAN OR EQUAL TO S"i, IIIIII SPAN SELECT CChNE�-T`1<71 TYPE BASED Oil APPR�A,RJATF MOUNTING ,XAINETII(orl IqFF WOURTTiW DETAJIS ON SHEET W.F,�RW,IEWIFI<�A.TTO�4�-.fQDV4KIVJN rfPEI 3 'PAW PASTEPIM" ARIE STVrA LIqFD IN CIDIOUPACTIONV71-I ALl MOUNT94.1 EXMISIOM f_F'-tRACJX. &IUDIgED AW,�, FTr � LISE 6 25'a C PANEL FASTENER SPACING �AEILE ,iALLNE3 FOR ALL `1H- AND -U' HEADERS t1likadOl NG BUH-C)OUT CCIDDIECIfIS) 4 .N'�CRS SHALL M MSTALIM IN NOCOREANCIE WITH MANUFA 7TI,MFPSL kF.1_,Ogl.EN3ATIC,r,E 5� HOLLIP'lif EI�Q[;K HOST 5TRKTVFgE S"A LL,-ONFORM TO A-TH Coe W-OCk 6 MMKIM EPHIMNEW SHALL BE AS NPOITED IN ANCj­1_'R SCHEDULE 7 " MGe C'STANCE EXCLUDE5 STLKOO, FOAM' NUC)' Akn OTH'a "Y"LL M"W" "MaEOMEW P"T FINISHES WALL FINISHES SHALL BE LINIIED TO 1!4" MAX OF SHALL BE VEF-JFIECI BY OTHERS To ADEqUAIELY 11PANSITER LOADS TO HOPS STQUCTURP IT CONCRETE ANCHORS NOT ED HEREIN SHALL BF EMIK-DOEU TO uN CRACkED OCNN�RFTF ONLY I? WHEr4EEYTSTIIQCSTFaFCTL�REIS�AIC<)DFRAMPfIG,E)fL','nt4G(',OWMCt,W,PAAY�VARY FIELD vFRJFY THAT FAM . FiNIEFLI ARE INTOADEQUATE WOOD MAM11W MEM16FIRS. NOT PLYWOOD, FAIETElf4uHr, TO Fk.YWIXD 11 ACCEPTAWE ,�PIIG( FOR ',IDE CLOSURE PIECEE, �Q WHEkE AiIII-OR5 FASTtN 71.) NAlUtCloo FAU Of 57LJfI FRAMUNC. FAgTEWR qHALL RE LOCATED IN CENTEK OF NORKAL 2' X 4- 14114.� WOOD STUD(4- EDGE DISTANCE 15 ACCEPTABLE FOR W000 ,RAMING) WOOOS71IDSHALL BE '1041THERM PINE-G-0 5SOR GREATER UENSM LA1,54CIREW �IT-,ALL HAVE MiLIPS PAN HEAr OR HEY HEAD 11 REMOVABLE AW-HOAS ARE DeWALT' k4kif LMATE. ALL- POW-"5 501-ID-SC.- 3 BRA55 M,J!,Fl MG I2 MACHINE s-REWS F�-U_ HAVE 1/7-MINIMLINA ENGACRE!IMENT CIF THREADS INTL' THLE BASE .M04QP ANC MAY "%E ETIME. AIAN HIFAV, TRiJL;S HEAD, OR WAFER HEAD (SIDEWALK BOLT) U NO 13. N("MVM EMBEDMENT 44D ETIGE DISTANCE EXCLUDES STUCCO OR OTHER WALI_17IPIISHE�n �. 17 DE., NATEI� ANCHOR =1fJD"tO1NS'0A4ICH ARE W."T AMPrTA811 USES. 5 DIU.CJ MOUton"ING CEARET770r,,' L� - - -HELOLL � Utjeou� WJEPFQLATTO1415� Ir,r7r1"MIj7tC� FOR- VEE NoTP THE ANCHPOkS, 'a L15TTM :lN THIS SHEET 5 'I-, A- *1M,,�.11,:M,,­ t".. -1 - - - - . '-. �. oi R A E 34 - .�q I L,>� 115 1-61191 l! aill -9 cc No � , A, �U, `dt �i, - U) � - 0 i - - < I- - . �Q 8� � � LU � i Z "' tz i 5 - Z if =) j ;: � .1 .r - x � III CO- 1 R j E'.� Z R I - A < , 6 t j �! � �s cj� LU 9 X: Ir < :j < gli 0 1 11 11 111- _4__ a) Q) C_ U) -0 -M > (D r- " 0 S__ I-- = _0 a) a) Q_ 10- 0 0 11- = (t -0 Q.- . - U-) 0 C-) a) -1--, (/) a) R ,_ = Q) = -0 M U - M -0 (f) = 0 - - `­ -0 (3) 0 L.- - = = 0 U_ - (Z 0 _7= CU ,,- C:) CZ > . Cf) 70 �= Q) 0 " . L/) Q) (f) "- R _4M­M# M 0- C_ �- M -0 I 1 . EZ 3 U) C:) - < JUL 2 1 2623 __j Vi Ual Review Assist. In(. I ted and approved Plan iew compte dition for COM Ii Ce with the 2020 FBC 7th E by ebra Anne Ktahl PX2� 00 �1 , ! cri ; : 1. ;� 4___� r-D . ; I ! _= i '.4........ij � U) i � :3 i i C131 > I � 0 S.- U) � i � 0_ 0- � i i < I I I (1) i _+__j 0 = i , i _0 (1110 0 I- CL 0 ; (a) 0 � i " : � 1 (f) cz " 00 :3 LU 2i < 2� = < I n I ___ - SHF-LET NO. . a Sw"" H 1 , 5 I I T I THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYL:O:K�:�4 CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALAN T AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOWBUCK-- /--9) SEALANT JOINT 5) SEALANT FROM INS�DE EDGE OF WINDOW FRAME WINDOW BOCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE -A T 6) TOOLED SEALANT REQUIREMENTS : Z BEAD BRIDGING 1: r ; W N , �ND INDOW CLADDING AND WINDOW FRAME 3) SEALANT WINDOW F RAME T( WINDOW BUCK ALL THE WAY AnOUND. INCLUDING SILL. SCS 0605 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB. SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 34"CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE -V"SEALANT SOCKET WITH TOOLED APPROVED SEALANT WE HE I,ARILY SECURE JE BARRIER & WEATHER RESISITIVE BARRIER WOOD FRAME CONSTP, TAPE EXTERIOR SELF -ADHERED FLASH: 4G� 3 SHEATHING BY LAPPIN(. DOWN Z OVER RIMJ01ST AND U WAL I BY 6 IN. WEATHER RESISITIVE BARRIER 'EAI. TOPS UF jOl-�T-- - UNDER DECKING SEL F-ADHERED FLASHING (SFF: DETAIL VVP07� .AAP HEAD FLASHING TIE-IN INSTRUXTIONS: 1 . Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER IWPO1 DO NO- BOTTO SELF -ADHERED FLASHING HALF ROUND WINDOW ISCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL-------- TILE FINISH-------_ PRODUCTS DETAILS I WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown oy arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necpssary 1/2" DUROCK----- AM 2 WP07 1'4" PER PLAN V-0" PER PLAN 8" CMU 4" OR 80 CMU ----- - (PER SEAT DEPTH) FILL WITH GROUT SLOPED MUD BED 7�r VINYL SHOWER PAN Sk.-OPE SHOWER SEAT ­>4 . I .4 < RR 0&- THLP RESiST IVF �iA IF R DOOR HOUGH OPENING .--WINDOW UNIT SLOPE EMENTS FLASHING REQUIR 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 3i4"- I BEAD OF CONS-11 R (0.6 crn : 30.5 cm) include flashing as described in Section R703.4. ADHF�11�'IVETO BE APWL 11D UNDIER SEI, F-ADHERED FLASHING THFIE S - D Of' 000H, A N f) 'HO� RE1[1RNIE1PJAMB6' 0�1; L101,'ID -1 EXTERIOR R703.1 .1 Water resistance. The exterior wall envelope siall be designed and constructed in a manner that prevents the accumulation of water NA] ( BH AN 1) UR E UU AI VVC A 1 PROCIF CAULKING --CEMI. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of SELF-ADHEPi: BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. L > WIRE LATH 77­-Ft�� R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other 010 - =- 7,= ".- . . . L., approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, -- ­ , 1 - --f�� with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt 4 HIM J( T felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building St LF-ADHERED FLASHING EXTERICIF DOOR WITH DECK - SECTION A 314"-l" BEAD OFC( 'ASIR ADHESIVE TO 13E,� VLIE[ THRESHOLD OF D 9R AN 'f UP JAMB 6" US _�" L I �Lj I� �� � 13FZ FOUAL,NEATH Q PRf -A (SE I DE Y It �Nr`i SECTION SELF-ADHEREDFL/- iHING SFAJ TQPS OF.; flSTS UNDER DFCKIN( iSEE DETAIL WF 1) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OU'TSIDF CORNER appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703-2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The V (2) individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance wit1n Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance WP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBFR17ED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. �STALI NEEDED IN CORNERS F ASPHALT ADHESIVE ADHESIVE -ASHIIN(­� --LW, & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing self -adhered membranes and mechanically attached flexible flashing shall be applied -ASHIN(� ��, �, FLASHING SELF -ADHERED FLASHING ­-�,, ANULO �%44)�)Vv shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes �J ­EDE iAil used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply Nith AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and ����aEF4� 114 SCORL M % E�EA'lf PAPEP ro E)WOSE KTENO A M!N110t I contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as AD, F% ERTiCAa - ; R� 4A flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings W. U shall be installed at the following locations� 1. 1I.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings S hall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the "1 1--� 1 �2 following: 5" 1.1 The fenestration manufacturerjs installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturers instructions, Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings- Pan flashing shall be sealed or '6) sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 7 2 1.2 1-2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1,3 1.3. In accordance with other approved methods. WP05 INSIDE CORNER WP06 11A In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMAJAAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3.3.Under and at the ends of masonry, wood or rretal copings and sills. 4.4. Continuously above all projecting wood trim. -7ount:17 5- 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. 7 < Water Resistant Barnpr 7- 7.At built-in qutters. :LF-ADHERFD FLASHING JCH 0FRED FLASHING 2 4 5 WP08 �ath Sheathing Stucco FOUNDATION WEEP SCREED Jx 1 -.1 ­ ! --- i VvRb < UJ V) > Go 2�I Vi; �AP D 1'IF VFRTI(-.:A' SURFACE TO T()P �-)F 1 1-1 ANGE A; AN AIR HARRIER z z n- THIS GAP IS A Hf SULT Of- CL PI AS-EP STOP NATuRM.SHk04KAGE W LU U) D'O NOT SEAL m: W CONTINU016 BACK':" - 0 W R0D&S1,,%LANt FN W C) RIP SGREED PI-A��T G W ACCE",SORY 0: < W U) 3: 0 U) SOFFITICANTILEVER LEGEND '-, E ')H �- P � 1� i� L ASH I NG I SAF) AC --------- 4&.- - A DPA!N,4(-r P�,`,Nf 11--OP) VVE IiIER Rt­,�-ISTANT BAR BOND �3RFAK'�VLAT! IEAR RE&STANT BARRILR SCE-F FURRING (6�:ILATH P L Ak� I I - R A C(f -- S E-10 RY SHEA1 HiNG,Y)SW P1 YWOOD. DENSGLASS kSTFF-STOr A I"P Wkr) `Q 7 INO(14 �!z RACK EALAW VENT1TJ(.);.)S FIN15H �:TURAL FRAMINf� :T�JIJAL SHEATH.11`4t-, '01 130 AGE PLANE ViR, BHE AK WRS TH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. CAI > C- .6-0 0 (D 0 CD 0- 2 CL o CU 13- 0)0 (n 4-, =3 CU cv 05 70 0 -0 -0 0 2 0 C - 0 U­ cu 0 -6­9 CU %#- C) co > C/) 70 0 Cu LZ 0- C13 C= Cf) lot view Assist, In virtual Ir e . mpieted and app e ?tans Review E it on ior compliance h the 2020 FBC 7 h., nc-hrl�lnne Maht PX2300 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper 7/16" O.S,B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 112" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all n (D (M CU > 0 =3 0 a) Cf) cu CU M U.1 < z z < SHEET NO. WP1 so I — - - i I I _ I 'II 9 1 1 - 1 fl III Ii I I i_ 1_ _ 1_ __ 1 TAPE EDGE OF HEAD FLASHING REQUIREMENTS WALL FLASHING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A N --� WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE STUCCO ON FRAME - 7/8" TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. j U 3-COAT SAND FINISH STUCCO WALL FLASHING O O STUCCO ON FRAME - 7/8" 3-COAT SAND R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED .--• ON SELF FURRING LATH ON 2- STUCCO ON SELF FURRING LATH ON FIBER CEMENT SIDING N 0- FINISH O LAYERS OF WATER RESISTIVE FIBER CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O i 2- LAYERS OF WATER RESISTIVE BARRIER —� WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE Chi BARRIER COMPLYING WITH COMPLYING WITH ASTM E2556, TYPE 1 (TYP) PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO10 ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN �� (�� (q WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. O cu CQ N WALL SHEATHING PER PLAN— SHINGLE WATER CDOU 00 SHINGLE WATER SHINGLE WATER co RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C 00 SHINGLE WATER RESISTIVE BARRIER RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O ca. O LL RESISTIVE BARRIER OVER WEEP SCREED OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL OVER WEEP SCREED cu TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O TAPE EDGE OF COUNTER STARTER STRIP FLASHING _ UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� O FLASHING 00 00 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED cn N i— WEEP SCREED STARTER STRIP cf)O CONT SELF ADHERED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE � Ca a— !� CONT SELF ADHERED WEEP SCREED FLASHING TURN 3" UP WALL BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 V) Q FLASHING TURN 3 UP WALL COUNTER FLASHING 1111 11 OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS COUNTER FLASHING /11 18 GA HEAD WALL FLASHING TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING CONT SELF ADHERED 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. UNDERLAYMENT z z SHINGLE PER SPECS g SHINGLE PER SPECS SHINGLE ROOF PER SPECS g \ R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE SHINGLE ROOF PER SPECS C0 STEP FLASHING TO co STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED d EXTEND MIN 8" BEYOND ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO TURN UP WALL MIN N UNDERLAYMENT PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TURN UP WALL MIN 8" UNDERLAYMENT z z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ROOF SHEATHING TURN UP WALL MIN 8" PER PLAN TURN UP WALL MIN 8" CO ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE PER PLAN �r BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING ROOF SHEATHING _ PER PLAN PER PLAN `' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 6 WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER 6° 2.1 THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6 6 DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED NOTE: NOTE: MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED ALL LATH AND LATH ALL LATH AND LATH SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ATTACHMENTS MATERIAL CORROSION -RESISTANT MATERIAL MENTS TO BE OUT OF ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S HEAD WALL RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE _ ROOF TO WALL - SHINGLE TO STUCCO W P 2 _ ROOF TO WALL - SHINGLE TO SIDING W P 13 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3" 1 1-0111 3 If= 1 1_011 SEi-F-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, TAPE EDGE OF HEAD STUCCO ON FRAME - 7/8" 3-COAT SAND WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE WALL FLASHING FINISH STUCCO ON SELF FURRING LATH ON TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE STUCCO ON FRAME - 7/8" 3-CO4T SAND COMPLYING WITH ASTM E2556, TYPE 1 (TYP) FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FINISH STUCCO ON SELF FURRING LATH ON PER ELEVATIONS FOLLOWING LOCATIONS: 2- LAYERS OF WATER RESISTIVE BARRIER TAPE EDGE OF RAKE TAPE EDGE OF RAKE COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL FLASHING— 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL FLASHING WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 WALL SHEATHING PER PLAN SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE, MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHINGLE WATER RESISTIVE RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR BARRIER OVER WEEP SCREED SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: WEEP SCREED- 00 WEEP SCREED - °p STARTER STRIP 00 STARTER STRIP bo 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING HEAD WALL TRIM FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE RAKE WALL STEP FLASHING TO RAKE WALL STEP FLASHING TO FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH EXTEND MIN 8" BEYOND EXTEND MIN 8" BEYOND EXTEND MIN 8" BEYOND THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING UNDERLAYMENT UNDERLAYMENT HEAD WALL TRIM FLASHING UNDERLAYMENT TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE CONT SELF ADHERED FIELD BEND PANEL UP 1 1/2" UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING TURN 3" UP WALL FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT BUTYL TAPE SEALANT PER CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN MANUFACTURER INSTALLATION INSTRUCTIONS INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD INSTRUCTIONS CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION co Z' CLOSURE INSTRUCTIONS 'Z' CLOSURE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A Z' CLOSURE STANDING SEAM METAL 00 STANDING SEAM METAL °D REGISTERED DESIGN PROFESSIONAL. 2 2O ROOF PER SPECS Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. JUL STANDING SEAM METAL STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMANVDMA 400. TURN UP WALL MIN 8" TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH TURN UP WALL MIN 8" ROOF UNDERLAYMENT TO ROOF SHEATHING TURN UP WALL MIN 8" PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. PER PLAN ROOF SHEATHING ROOF SHEATHING 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL Plans v°ewal R ovmptetediew land approved ROOF SHEATHING COPINGS AND SILLS. NOTE: PER PLAN PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. for compli nce with the 2020 br F 2 7 0 Edition ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED CONT SELF ADHERED 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A b Debra Anne Klahr P 30 OUT C CORROSION WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. -RESISTANT MATERIAL FLASHING TURN 3" UP WALL FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. HEAD WALL RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. ROOFTO WALL - STANDING SEAM ROOF TO STUCCO _ ROOFTO WALL -STANDING SEAM ROOF TO SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL 3 _ _0 , W P 14 3 , _ _o W P 15 FLASHING AND WATERPROOFING METHODS TO BE USED. cn cu cn cu � 0 O L O L cu M ■ . . W Q Z Z Q J SHEET NO. WP 2.0 0 _ 1 - _ - - I I 1 STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER `KEEP SCREED-------,--- ,z WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR — TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" RCOF SHEATHING PER PLAN 311= 1 1-011 11= 1 1-All WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED — WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL --- PT 1X BLOCKING-- COUNTER FLASHING _\ Co PAN FLASHING 6" MIN—� ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS 2X NAILER SECURELY FASTENED TO DECK - ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL _E ROOF PER SPECS ',LAYMENT NGLE OVER DGE SHEATHING AN DGE B FASCIA ,DHERED WRB TO _E OVER WRB ON 3ELOW IUM BRAKE METAL WRAP 3ACKER ROD =ALANT O'J' MOULDING OFF BRAKE METAL J O ON FRAME - 7/8" F SAND FINISH STUCCO _F FURRING LATH ON 2- S OF WATER RESISTIVE :R COMPLYING WITH =2556, TYPE 1 (TYP) >HEATHING PER PLAN RAKE WALL WP18 FLASHING REQUIREMENTS j FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A N PER ELEVATIONS WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE c- N SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > U WALL SHEATHING PER PLAN N O WALL SHEATHING PER PLAN R703.1 .1 WATER RESISTANCE, THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED L C) SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O 2BARRIER OVER FLASHING FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C R3 n- PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO -6., O 0-6- N --• c STARTER STRIP THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. co SHINGLE WATER RESISTIVE N -0 U .� BARRIER OVER FLASHING O R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM c O HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q C O BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 0 LL- C FLASHING HOLD 1/4" AIR GAP EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE Ca O c `0 cu > BETWEEN SIDING AND UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� "O E O O COUNTER FLASHING FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED to O L � Q CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE Q LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE N0.15 ASPHALT FELT I— .0 Cn Q FLASHING LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING PT 1X10 BLOCKING PT 1X BLOCKING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. CONT SELF ADHERED FLASHING COUNTER FLASHING TURN 3" UP BLOCKING R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED CEMENT MORTAR SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING TILE ROOF PER SPECS PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 2X NAILER SECURELY WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER FASTENED TO DECK THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR ROOF SHEATHING DESIGNED DRAINAGE SPACE. PER PLAN R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE BARREL TILE TO SIDING ROOF TO WALL - ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE __ BUILDING STRUCTURAL FRAMING COMPONENTS. 311 1 1-011 W P 17 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL mi EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATiON MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. JUL 21 t", Vi ual Review Assist. I c, Mans R iew completed and pproved for compli ce with the 2020 FB 7th Edition by ebra Anne Blahr PX 300 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. w z z a SHEET NO. WP 2A FA