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HomeMy WebLinkAbout6470 Back Forty LpABBREVIATIONS 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 BIRD -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 FLOUR -FLUORESCENT FTG - FOOTING FIR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED 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 -SQUARE INCH 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 I SYMBOL LEGEND: I �A = STAIR CALL OUT HEIGHT OF ImMm-r STEP DOWN = FOOTING CALL OUT - SEE FOOTING STEP DOWN SCHEDULE CALLOUT ARROW SHOWS = KEYNOTE CALL OUT DIRECTION OF VIEW 1 ELEV NUMBER A9 = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1<-----ELEV NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 -ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER tt INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER 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 Q GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. EP4NARM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 2216 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 TYPICAL TRUSS CONNECTOR REVISION 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE 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: CS Al A2 A3 A4 A4.1 A5 A6 A6.1 SNO SN1 S3M S4 S5 S6 SS ST S1l S12 PA1.0 PA1.1 PA1.2 PA1.3 PA 1.4 PA1.5 SH 1.0 SH 1.1 SH 1.2 SH 1.3 SH 1.4 SH 1.5 WP1.0 WP2.0 WP2.1 TITLE COVER SHEET FOUNDATION PLAN 1 ST FLOOR PLAN 2ND FLOOR PLAN ROOF PLAN 2ND FLOOR FRAMING & ROOF PLAN EXTERIOR ELEVATIONS 1ST FLOOR ELECTRICAL PLAN 2ND FLOOR ELECTRICAL PLAN STRUCTURAL NOTES STRUCTURAL NOTES FOUNDATION DETAILS FRAME WALL DETAILS ROOF FRAMING DETAILS WALL SECTION DETAILS RETRO FIT DETAILS STAIR DETAILS PRECAST DETAILS PRECAST DETAILS PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVAL HURRICANE SHUTTERS HURRICANE SHUTTERS HURRICANE SHUTTERS HURRICANE SHUTTERS HURRICANE SHUTTERS HURRICANE SHUTTERS WATERPROOFING DETAILS WATERPROOFING DETAILS WATERPROOFING DETAILS J U L 2 1 2023 Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. M N -� R_ N ` Ln a`f C Fa 1�,1 ., LO '�A. a It 7 t:a , z O Jam! w 0 z c/In, N L c ' W L u \J� 0 � 0o N in .�M U -0 -a - yd M C L D 0 u8 } ¢ �N .0 u 0 ° U w Q"�' V co E V ° a _ (D WLLJ LLi w °WI W W O ��_j0xU)Qj_0 LL Q ) uOz20 Z�Q CYu 9zCROOmZz F_ 0 OZa- wwwwmx WW ¢ _~LU w <55Z0C 0 a Y°QQ� W F- oQ o 0oQX ¢ w l O N z W ti 0 I.-:M O ILL O Z V W W O JCD d- LO I 1 1 N N N N N N cM N O C`1 O N O N O N O N O N ti N N O O T tt CV a O �- r O N O Na O l i Z. O N w .may. LO > 00 Cn Q w �--' � W Z 0 „` LIJO U Woo DZ5; O {) C-0 O o w - O�_° Z axa x < rl M,-w 2 N =2 N � ZO o� W �- Q�� (� O M� zxo N v gZ� z az cn U < p _o W z z LIJ ,^ J �1 ,! o LAST PLOT C.�ATE z� O _I COVER SHEET 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) M_ F9 30'-0" vie OVERALL 13'-0 1/2" 6'4" 10'-11 1/2" vot 4'-0" 3'-0" 3'-10" 3'-6 io 3'-5" 4'-3" 4'-0" 4'-0" A 12 = LL 4'-8" tz _0 1)" HB ° _ ELEV (-) ts3 C B 13'-10" C.J. I I CONTROL JOINT o M 7 QI d Q Q 4 I n II _ I'II I � I 6 b U 9'-8 1/2'\ W REF -- A Cl) J �W _ Y 4 z in U �U) 16'-2" C.J. I I I ! III 0o C 5 a B I a0 J� 9'-5 1 /8" I 1 ELEC/PLUMB �— GG ------ ��\ S3 I �� — — — — 7'-3 3/8" FOOTING I \ 13 ;Z z I (4) STUD 51 COLUMN W/ (S) C HTT4 AT BASET D L I oU O Q 2'-4 7/8" `?It SINK z I q J W N O U Cl) p O0 K v w 7'-3 3/8" d I i (0 S3 o m GG ELEC v CD 0 N C=----� rl S3 I 1'-9 1/2" iv (� I D WH 0o I 10 N 111 S I CC ELEV I d 8 I D 13 I M U- I I iv I I I zl z I �� -11 o I O U N I -0 2'-4 7/8" u- M Y LAV d I I i; Cn I ao 100 00 i I o D &4 ILl�_t_ 1 AV—d 4'-1 7/8" co QBL FOOTING M - dd dd dd q? I C)U 11 °O Q 1 _p 3,-0„ 8„ 4' 1.. 4, � M A A M C IQ dd dd0d 60 ELEV (-) 0'-3 1/2" 7 5/8" _ 1'-4" 3'-8 3/8" 2'-8"- 0 of I- L b0 - 4'-4" 5'-8" �I O' WI OUi B CONTROL JOINT — — — — — — — N ° I M SEE DETAIL D/S3 I N FOR FRAME WALL TO CMU CONNECTIONS I 30'-0" OVERALL 0 0 ;a u B 3 i 0 _ —t- — Oo _ N 16'-0" 20'-0" FOUNDATION PLAN (ELEVATION B 1 /411 = 1'-0„ FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 0 = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION \_'_/ 1/2" DP X 9 1/2" WIDE RECESS Q NOT USED Q 1-1/2" DP X 13" WIDE RECESS 4 ICE MAKER LINE SINK - KITCHEN REF WASHER W/H T UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY V MONO FTG 16" x 12" DP (2) #5s CONT. JUL 2 1 2023 Virtual Review Assist• Inc. Plans Review completed and app o for compliance with the 2020 FBC 7th Editim; by Debra Anne Klahr PX2300 M N O N 00 .__ u' LO 00 LO Q ' 0 W z Q tno, 4) LO - , W L r� 0 U m �} N� 00 uo �/ -0-0— d M A� -= O t p 2 00Lo o C O Q —t gyp^ Cn V Lu Q N �, o E � 7N V)9) Lu (DW W Ld Uj W 0 F- F-Q >� �¢,zof u- V � O03: x O L.L J W C)�x x OZ U) 0 tEcomgz JL �Q'�( V O Z �0IL>zW0,z LL LL0UJ CL CL i� L Q0W02aF- 2Lu2—n Q C) of o LL Q o¢Q� o F_ LL O O Z N O� > (n O CM C:) It L- Q W Q F— W IZ M C� a- 2 - zv< Z W W0 O ^ ' V / I I I I I I I N N N N N N M N o N 0 N 0 N 0 N 0 N 0 N T N C) O � C) N C)O N ' I ' z O N U w o o O o O o I c�i ri v ui co I M� VJ }~ zZ W C)QW �+ W Z T 0 U �00 UU&5 V / Z)z> O o � L.J Q Z 0- w a T-I = m � W N (D �O (� Z O = LLLII �~_D ■ L 0 ZVO N Q U LL :�ZLL z aZ T_ a F- J OU O a- m tr z Q z w C) Uj Lo 0 LAST PLOT DATE 04 May 8, 2023 Z O J MONOLITHIC FOUNDATION PLAN B I ' I III I,I q..'nr -1 - r I o< W 0 ih v N 7 5/8" 30'-0" OVERALL 10'-6" T-3" 12'-3" 13'-0 1/2" 6'-0" 10'-11 1/2" 42" X 42" A/C PAD, SEE SHEET SN1 FOR A/C UNIT HOLD DOWN HB :31/2" ' ►`����� ���_►:,�f o���� � -!! ; : [!'Wil4��!,1�1 r % i!��������i' j���� t,� a��►���� !►�i��� i�i►�ir`i SH ®�. PANTRI AN,, GREAT ROOM PA4,0 1 III 8'-8" CLG KITCHEN 1001131 ►� �11 1 r �.4 ►4 • 4HEADER •� (4) STUD COLUMN 1 DINING BEARING - • ►�WALL UTILITY RM_ % '► ., nr rrr rr rt . t rtr 1 �� • • INSULATED 1 - ►: �j •. '•�WEATHER - D••- STRJWIP1 4"; 11 rINSULATED PROTECTIVE BEARINGBOLLARD WALL BEARING WALL (TYP W Wig TWO CAR GARAGE OW WALL►: — r� ►� L�LINE I� LINE OF . - POSITION •; •=FRAME - • - •/ WALLTO CMU CONNECTIONS +' 16070 rU l�1 j' Fj11►�ijf�7 _ ► _ l_l .7 ��_►_i OF FLOORLINE 1 . 1 I 101-01,1 1 I1 1 OVERALL 1 FIRST FLOOR PLAN ELEVATION B 1/411= 11-011 -7 5/8" ;7 5/8" 7 5/8" 1 J _l H.B m � _Q TIE BM AT 8'-8" 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 SQUARE 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 R 4.1 HIGH PERM, 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) STAIR DATA STAIR RISERS TREADS LANDINGS TOTAL RISE MARK A 116 AT 7 9/16" 114 AT 10" 1 1 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 54 GARAGE 401 TOTAL SQ FT 2672 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) 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 P W L � '0 U \^ � 0 N W m — 7 oo t) a [ W 0 LO o O ON Q • U�o a�Q t , lJ I N � /Vi L - 0 E� 7W ^ 0. V 'a c') N O N 0 LID 0 0 0 �t ¢ z W O 0 7 w 0 z C7 W w OWF w W2�O ¢x¢O��OQ ¢OO �Uw Q U F— ozi°ot--Q j w QW53CofwZv:OZnWa W W w IX¢ZWO0pa Q< �Z_W❑� LL OW OQ o o 0Q<w w I O Z cV OW >(/)0o M O� _l Lq 2w-ti z < W < lf.) I—�0-M Q Q oo Z U F- W J O O AMR ®® AREA (ft)2 1 r1 INTERIOR END `j � 10 39.4 -42.1 39.4 -51.8 �. 20 37.6 -40.5 37.6 -48.6 N N N N N N co 0 N N O � �t 50 35.2 -37.3 35.2 -43.7 o CD_ 0 0 I � � o 100 33.4 -35.6 33.4 -40.5 ' z 0 GARAGED 30.0 -33.9 30.0 -33.9 JUL 2 1 2023 Virtual Review Assist, Inc - Plans Review completed and approved for compliance with the 2020 FBC 7th Editioit. by Debra Anne Klahr PX2300 L> W o .- 0 N 0 M 0 4 0 L6 0 O 000 } z� 4-1¢z O W w O U WOO VU(n OWE ¢a Z a Ln F— W� = m&w N n N zoo o(Q�W . . �< (.00 ZWO NQ z w" wz U)z J OU o•- MO nP1 't zA2 z w Wu-) o LAST PLOT DATE z • O May 8, 2023 J 1 ST FLOOR PLAN B L_' I _ I II' � I 111 �I�I g- � I � l i i. I I _ I I I I�. II __ I 1 I - __ _ � ,�� -per s^� •. `_ _ _, ... � TOP T 18' 0 ao a •- OQ Y 4" 4" 2'-10" SH 25 HD AT 7'-3" EGRESS 10'-6 1/2" 15'-4" LINE OF ROOF BELOW- SH 25 11 HD AT 7'-2"11 (V - rn v 30'-0" OVERALL 16'-7 1/2" R&S SHSLV �. 00 WIC 8'-0" CLG io 3'-2" 6" 5'-3 1/2" Z� 5'-0 1/2" I OWNERS BATH 266 8'-0" CLG I 4" I OWNERS SUITE TB N 15'-4" X 14'-0" - � 8'-0" CLG � N TP - J R & S SHW HD & °OCD VALVE N 60" x 36" o SHOWER 04 AHU PAN M BEDROOM #5 10'-0" X 10'-1" M RETURN 8'-0" CLG NU) 13'-LOXF 0'-8" ���� AIR BELOW 1 Q T_ 8'-0" CLG o w 13'-4 1/2" 1'-11 13' 8" 6`10� 5'-2 1/2" 5'-1 1 /2" 4 CIA T-1 3/4" T-1 5/8" T-5' I (2) 2068 BF R& S N L _J R & S JBF DN (2) 206 i C T-3 3/4" 22 X36 66 voa)O ATTIC T ACCESS N BATH CLG to r2668 BEDROOM #4 CV 0 v BEDROOM #3 1 V-4" X 9'-8" 8'-0" CLG - N cc fc io 10'-1" X 10'-7" - in 8'-0" CLG N �Q� O ow 1 V-7 7/8" 2'-3 1/2" 1'-4 1/2" 10,-4„ BEDROOM #2 SH 25 u_ 11'-5" X 10'-8" HD AT 7'-3' co I co 8'-0" CLG EGRESS (2) 2X6 HEADER R & S I SEE M/S6 - TYP. 2ND FLOOR WINDOWS SH 25 SH 25 H D AT 7'-3" H D AT 7'-3" EGRESS 7'-2 1/2" 2'-9 1/2" 7'-2" 7'-2" 10'-0" 5'-8" 14'-4" 30'-0" OVERALL SECOND FLOOR PLAN (ELEVATION B 1 /411 = 1'-0„ N 0 N 4" 19 SQUARE FOOTAGE: WALL LEGEND: GENERAL NOTES: / AREA PROPOSED 2X4 INSULATED EXTERIOR STUD W/ 1/2" ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL GYP ON INTERIOR SIDE UNO FIN AWAY FROM WINDOW FRAME. FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. TOTAL LIVING SQ FT 2217 BEARING WALL 2X4 16" O.C. W/ 1/2" INSTALL RND DRYWALL BEADS AT HORIZ & VERT ENTRY 54 GARAGE 401 GYP. UNO ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. TOTAL SQ FT 2672 RESISTANT COMPONENTS. USE SQUARE CORNER BEAD AT DRYWALL NICHES & ALLOWABLE WIND SPEED DESIGN PRESSURE REC CLG DETAILS; REC CLG SURFACES SHALL HAVE � - (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, STAIR DATA SMOOTH FINISH. Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND As per Florida Building Code 7th edition (2020), STAIR; RISERS TREADS LANDINGS TOTAL RISE THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER , Residential Table R301.2 (4) (Wind Speed Conversions) MARK CODE. J and ASCE 7-10 Methods A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" WALL THE GARAGE IS TO BE SEPARATED FROM ADJACENT ^_1 TRIBUTARY LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AREA (ft)2 AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" INSULATION REQ. INTERIOR END THK. TYPE X GYPSUM BOARD (OR EQUIVALENT) 10 39.4 -42.1 39.4 -51.8 APPLIED TO THE GARAGE SIDE. LOCATION R-VALUE /TYPE 20 37.6 -40.5 37.6 -48.6 TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. EXT CONC WALL R-4.1 HIGH PERM TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK 50 35.2 -37.3 35.2 -43.7 TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. to N a) L oN o EXT FRAME 2X4 R-11/R-13 KRAFT FACED ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. L '0 a 100 33.4 -35.6 33.4 -40.5 EXT FRAME 2X6 R-19 KRAFT FACED ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CONDITIONED CEILING R-30 BLOWN -IN CORNER SHELF = 56" A.F.F. 4__ ♦" O 2 u M GARAGED 30.0 -33.9 30.0 -33.9 (INSTALL BAFFLES AT EAVE) MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. N V -0-0- � M GARAGE SEPARATION R-11/R-13 KRAFT FACED O 2 (GARAGE / LIVING) *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR p li 8 c Q T.B. AND T.P. • _ U O w - nNn`` L 0O E � 7W a V LOFT ENGINEER TRUSSES 1/2" 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 PWDR BATH ENCLOSED ACCESSIBLE \ SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY A3 — — — w SOFFIT PROTECTED ON ( 1 O THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION LANDING AND DETAILS STAIR SECTION 1 /2„ = 1'-0" SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 NOSING CD RISERS CUT FROM 1x MATERIAL TREADS CUT FROM �2x MATERIAL (3) 2x12 STRINGER- - / STAIR DETAIL NTS M N O N Ul 0 00 U0 Q z w 2 TZ w z Q 0LLI �LLJ C w0 LU QW IX _j mg�z� x JOzW UW Of`QU00 Q U � XzIi ax�zx�OmoF-_Q CU)000oEoomO¢ zz� Z a-LuILU < J WZgz°(W �Q�ILL 0o a. o 5 oaz a ILa o FQLL f 0 0 Z W O� M O Q lM � ILL 10- F—WWM QU¢00 Z W Z W 0 J 0 M1 d' m _ as a de i I I X -� Aj //i�ij //j /XX � I �— o 0 N 0 0 0 N N N N N N CD 0�0 p N N N I ' z O N rr W o 0 0 0 0 0 STRUCTURAL SHEATHING 2X8 SYP STUDS SET TIGHT TO d- 6 ATTACHED PER NAILING SHEATHING AT 12" O.C. W/ (2) SCHEDULE - ALIGN EXT. SIMPSON MSTAM36 STRAP ' FACE OF SHEATHING W/ EACH STUD ((1) STRAP EACH EXT. FACE OF CMU BELOW SIDE) CENTERED W/ (13) 10dCO NAILS AND (8) 1/4" X 2-1/4" QZ � TITENS INTO GROUT FILLED a-+ zW 2.X8 #2 SYP P.T. BASE PLATE (j CMU - STRAPS TO BE o SET TIGHT TO SHEATHING '� ATTACHED DIRECTLY TO CMU Q V w00 W/ 1/2" EPDXY ANCHOR OR Z)Zj 1/2" J BOLT W/ MIN. 7" ow - EMBEDMENT * CENTER OF STRAP AT LO -0 O OF-0 EMBEDMENT AT 32" O.C. � �� Q Z — AND 6" FROM EACH END T/WALL TYP. U.N.O. a- 1 SEE PLAN = w U Q �--� _ 8" KNOCKOUT COURSE „ ui N (� �F- W/ (1) #5 CONT. w OHO SEE FOUNDATION PLAN z Jul 2 1 2023 N >' a0= FOR FILLED CELL w ■ ■ W SPACING. 0 (.0 O zX0 N V gZ� w Z az .. � Z F � Virtual Review Assist. nc. C� J Plans Review completed and appro e O Q.. for compliance Debra AnneKlahrr PX 300 m With the di NOTE: � � 1 GROUT TOP (2) COURSES SOLID z 2. MAX. WALL HEIGHT 20'-0" AT 140C z A3 w WIND PRESSURE. IF CONDITIONS J ARE EXCEEDED, CONTACT E.O.R. Wo LAST PLOT DATE May 8, 2023 WALL SPLICE DETAIL Z O 4 N.T.S. � ,J 2ND FLOOR PLAN B K -1 MAI 1c . I I I I I 1 4' IN I 11 - I I ' 11 IOU I I I' 'I II I I I Ti _ 111 1 I" II UPI Rw1° I'I1 1 110 I I' I I 1 11 II I I 1 -V .I.. A I II rlm. if - ROOF PLAN (ELEVATION B. 1 /411 = 1 I-011 0:1L 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 CHLC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING 2ND FLOOR ROOF VENT CHLC: 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 F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) " 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1505 SQ FT VENTILATION REQUIRED = 722.4 SQ IN VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1190 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 JUL 2 1 2023 Virtual Review Assist, Ind Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 S \ Y to O LO W L 'c '0 o U C)MC v Cw C 's= =) O f`M t p �g O 1i g o Q ' i U d ^N` W V w QN 00 E 2 L .mcoo LO O 00 LO Q Z w O 0 w 0 z W W ❑LL vj WO~ �Q _ WLI ~zx UI Qci �- � j�JO �O2�LL0 LL Q?O ZLi0Z2001-J Q O�OEOOm [ Z0OOU�> W�ZY❑ZZLLQ UEL ZLLJ O Q ❑ IL ❑QQOwgF LL O <Y X It Q O 11 z N 0 LDti C] �- M O Q M � U) U__ ti z W < U? M a 000 Z U z wo J � t0 J AMR LO O N O N O N O N O N O N r,- 000 N O N a O — N V N N Z O N Lo x 'w O CD O O o > � N M 4 6 CO Cr C z ~ Z Z O ♦J w LU Z zz O U WOO Ui 0 0zj 0I._0 Q z Cara r� �-o xW¢ rl coEtw N N �O� . w �- CL QF_� 2� � 0 zxo N z v LL gZLL °- Z r z U J 0.0 W � z Z w LL1 u-) 0 LAST PLOT DATE z O i ROOF PLAN B I I I_ I __I I I 1 ! I I I I ! I I III t�� 1■e�e'fu��__I'_ _' J - 1- I I I I _I 1 1 1_ ! 0 O in CAM N In i� L0 N 0 30'-0" 22'-6 3/4" I. T-5 1 /4" R= 6219 FT2GE l 4 r . •.- s ' F.A. �•� kv 11114 WE III imp dal 01, 10VA IVA -: %1 iffim Rim ,I ►__�__�_._ -1 1 MEANS, .0.' .•♦•♦• / _ .♦♦♦♦. it I ►.� 11 11 11 ►1:�:: ►1 N N 11 1�1 1�1 Ijl 1�1 1 1 SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION B 1 /4„ = 1'-0„ Ma C9 BID C io O EO I C e LEDGER SCHEDULE TAG ATTACH TO MEMBER PURPOSE ATTACHMENT LG-1 CMU 2X4 P.T. FLOOR TRUSS SUPPORT 1/4" X 3 1/2" TAPCONS AT 12" O.C., STAGGERED O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O A/C CHASE O3 22"X36" ATTIC ACCESS O4 STAIRS AREA SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION B' 1 /411 = 1 -0" REFER TO ENG. PACK FOR CONNECTION TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 O CJ3 ti U CJ1 ce) U U V-0 5/16" 2'-0" 2'-0" TYPICAL 7' 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 REACT IONS. 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 CCNNECTORS 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. T 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 CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERViCE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES HEEL= 12 FIELD VERIFY A PLUMB CUT / — 2X4 12" TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLGOR WALL HT. BASED ON 8'-8" A.F.F. LABELED END MARK HANGER CHART a L = HUS 26 (SIMPSON) d a = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) Total Truss Quantity = 106 ATTENTION! DON'T LIFT SINGLE TRUSSES 1MTH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -81 30' Span or Tess 30' to 60' Span Spreader Bar 60 degrees or less r 1/2 ,I 2/3 to 1/2 f ►1 Ta line span approx. Ta line span approx. REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS, ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = PSF BCLL = 0 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.2�5 % WIND SPD/TYPE = 140 BLDG EXPOSURE = C USAGE = RE IDENTIAt, CAT FI WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 0.2 PSF DEIGN CRITERIA F HC 2020 TPI 201-I Truss member design & connector plates are designed for ASCE ? — 1 h 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 = PSF TOTAL = PSF ROOF DESIGNED FOR SHINGLE ALL RE_ACTIONc k N D LPLIIIS ARE �'-HOi1-N ON F;_\GIti'EERIN'G. 1.0,6m, "i� i �I��•�I�i�' L AD# DESCRIPTION INIT. DATE R/01 NEW JOB GBW 07/23/15 RA01 LC8 RDP 11/05/15 R/01 COPIED N320559 MADE NEW MODEL RFS 8/23/16 RA01 REV FLOOR FRAMING RFS. 11/25/16 RA01 LC9 JTH 12/12/17 RA01 CHANGED HANGERS TO SIMPSON RDP 03/12/18 RB01 REV. FG1 WEBS JRH 3/5/19 RC01 REV FLR RE'S HMT 11 /29/19 RD01 REV. FLOORS PER REDLINE JRH 8/25/202 CARPENTER —� CONTRACTORS OF AMERICA 3900 AVENUE G. N, W. WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER A,FAVAR `1' MPA PROJECT VAENOL MODEL 2216 CCA PROJ/MODEL/A.LT (A2, 22 46B ALT DESC: OTC LOT BLOCK DESIGNER PAGE RF DATE 1 8 '?3;%1h LAN# SCALE N329232R 1 4 11=11 M N 0 N w Ln Ln 00 LLO 1,4 .i [> t: Z C L ' �v O W 0 z Q V) W L 0 o u M - d 00 M 2 •F M co Ln V -of 0 M co E ` V) a � W L 0 2,0 � W W� w LU oQ w woo �0Q< <X O��0 Q 0"OZ20fQQ-<0Q C)U) 9ZX6YOOM2z O O Z ����zYOZZ�pw0Xii QOwOg-gLLJ 00CL (n LL O X — Q z X Q ¢ wa O �atL it O 0 Zw O� 5 ti M O Q M L0 U) r-- z lf') i— 0 (M 00 < >- Z V Ww� J0 m Vi tual Review Assis, InI. Plans Re for ompliai iiew c¢¢ pl t d!a d a pro d JU& ce L pb� with Anr h2 a Kl 2Q hr FX231 BC th E 0 itio 11! 0 O 0N O M N O N O N N CDO N N r` N N O •— 'ct N 000 o CD � O <- o N 0 N o I I ' z O NLr) w o 0 0 0 0 0 1 qzt > N M 4 to 6 I C � �� MV J Z~ W Q Z C)-0 W zw 0oo O V UUU) QW� 0 Q w Wl¢— r—I = m g- w M (V I- N W Z=0 LU < I— ::) O z0fo N U gZLL LL z az cn 000- m z � Z J WLo 0 0 LAST PLOT DATE • May 8, 2023 Z 0 J 2ND FLOOR ROOF FRAMING PLAN B ROOF FINISH ROOF FINISH PER ELEVATION PER ELEVATION 10" PAINTED 12 al RAISED::::,, 12 ROOF SHEATHING 15 ROOF SHEATHING 4„ 2" 8„ STUCCO BAND 4 MANUFACTURED ROOF TRUSS MANUFACTURED ROOF TRUSS 4" 6" 21b. EPS FOAM • MTL DRIP EDGE MTL DRIP EDGE - - • 2X4 SUB -FASCIA 2,q N N ALUMINUM WRAP ALUMINUM WRAP - ALUMINUM SOFFIT 1 -0" ALUMINUM SOFFIT N 2 1/2" 1 1/2" 2 LB EPS FOAM NOTE: REFER TO STRUCTURAL SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT SMOOTH FINISH DETAIL SF01 SHEET SS FOR SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL ATTACHMENT DETAIL ROOF O/H DETAIL ROOF O/H DETAIL RACKET DETAIL CORBEL DETAIL 513/4 6 a3/4 8 11 =1 -0 3 = -0 = -0 4 - -0 2'-8" � PAINTED RAISED TRIM BAND 4" 6" PAINTED RAISED TRIM BAND Ar- 4"It 0 , N VSCORED 2" LINES 4" PAINTED RAISED ifl TRIM BAND L2 LB EPS FOAM SMOOTH FINISH NOT USED WINDOW DETAIL WINDOW TRIM DETAIL GARAGE DOOR TRIM DETAIL 9N. 10 11 12 I 4 = - 4 = - 4„ = 1,-011 12 5 ELEV qT 18'-0" SECOND F'_OOR CEILING PAINTED RAISED STUCCO BAND 7/8" STUCCO OVER PLYWOOD — CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 104" SECOND FLOOR FF ELEV AT FIRST FLOOR CEILING WEEP SCREED — PAINTED RAISED STUCCO BAND—­:� 5/8" STUCCO OVER CMU ELEV AT 0'-0" FIRST FLOOR FF _ _ , . III T r . r \ , A T 11. ' \ 11 , 3/16" = 1'-0" A5 SHINGLE ROOF A5 12 5 ti Mimi IN IN Elm m.m Nimi 4' OFF RIDGE VENT ..ill■I11�1�111�1■I11�1�111�1�111/�\�. _..imllimlll�lllmlllmlll��ll�l■I1�.,_ ELEV AT 18'-0" _ SECOND FLOOR CEILING z� 7/8" STUCCO w OVER FRAME o J r? C.J. SS C.J. L] 8'-0" 14'-0" ELEV AT 10'-0" SECOND FLOOR FF ELEV AT 8'-8" CASING BEAD r"� MID -WALL FIRST FLOOR CEILING W/ WEEPS AV WEEP OVER SCREED FLASHING 00 5/8" STUCCO o0 00 60 OVER CMU io io ELEV AT 0'-0" FIRST FLOOR FF REAR ELEVATION B 3/16" = 1'-0" CASING BEAD W/ WEEPS OVER FLASHING "v 1'-0" O.H. —7/8" STUCCO OVER FRAME -DRIP "V" SCREED PAINTED RAISED STUCCO BAND 6" PAINTED RAISED STUCCO BAND 5/8" STUCCO OVER CMU PAINTED METAL GARAGE DOOR ELEV AT 18'-0" SECOND FLOOR FRAMING M r` ELEV AT 10'-0" _ SECOND FLOOR FF - ELEV AT 8'-8" FIRST FLOOR CEILING ELEV AT 0'-0" _ FIRST FLOOR FF RIGHT ELEVATION B 3/16" = 1'-0" ELEV AT 18'-0" _ SECOND FLOOR CEILING ELEV AT 10'-0" 12 SECOND FLOOR FF 4 ELEV AT 8'-8" FIRST FLOOR CEILING �W CD I I I 6-4" 10'-0" 10'-8" L_-- 1 — - DRIP IV.. SCREED 5/8" STUCCO OVER CMU 4' OFF RIDGE VENT 12 5 4' OFF RIDGE VENT HINGLE ROOF I12 5 �7/8" STUCCO OVER FRAME 101-01, MID -WALL WEEP SCREFD A5 6'-4" -- -- 12 4 HINGLE ROOF I � I IZ= I I w 7/8" STUCCO o J OVER FRAME I N I --�I C.J. C.J. C.J. C.J. C.J. 3'-4" - 8'-8" - - - 8'-8" - - 8'-8" - - _ 8 8 - 3'-4" y —MID-WALL WEEP CASING BEAD 5/8" STUCCO W/ WEEPS SCREED OVER CMU OVER FLASHING ® op io ELEV AT 0'-0" FIRST FLOOR FF LEFT ELEVATION B 3/ 16" = 1 '-0" 12 4 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) ' M N o 00 Lo it Lo 00 Lo tw a A •s l w 0 w 0 z a cn 0 o n` > o W L 'o u N h � C) U N — a r �d cM � _� E � o �g rn 0 0= S o Q v—/ c U a� a .N w Qc'� V W }L co E V a LLI ULIJ� LiJ ow �; wo,- 20 r-Q ��~z� O__�OxwUOO O U Q Qoo Oz22�¢ -Q d I— ow1zzOLLRoomOz¢ d zW0�CL a>yoZ0OL z< - � QO Lu Yz¢QoQ o 0 0<¢cr LL O Z W O� 5; (/) O �M O Q Lo _j UILL z LL1 < M Z U w W J0 O mi 14- 2 "02 Plans Reyual al R Virtulew vie As is(, r co m Hance c wi mpl tid art ine 02 lah, F8 PX7 7th 00 Editor, Debra Q NO N N r- INN N M N O N o N Q N 0 N o N O N r- O N N O CD N O � N � CD.- o C) o N 0 N o i ' Z O NLo W o 0 0 0 0 0 i Lo'I > c- N M 4 6 CO i i cr M w Z zz W aw �-a O a --+ Lu z 0 O T U o o UU(1) V / .Q Z)z> O 0E-L-J Q z a.ofa- r of-Q N 0 zz0= Q�� zOf0 N U LL gZLL Z z 0.0 W � z a z z w Uj Lo 0 LAST PLOT CATE May 8, 2023 _ ZO J EXTERIOR ELEVATIONS B 1-A- I f "I _ I 1 II 1111 11 111111 I I I I ELEC METER I L ------------I FIRST FLOOR ELECTRICAL PLAN (ELEVATION B 1 /411 = 1'-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 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 #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 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 Ik SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET r� TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL---,, j 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" CABOVE OUNTERS 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 QSTRUCTURED WIRE OUTLET SWITCH AT 36" Cn 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER —o DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL -} CLG MNT LT FIXTURE { CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE {- WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE '0 TUB/SHOWER CANS MAY BE ,C 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 0 50W MR16 4" LOW VOLTAGE OWNER ,t(D 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -+} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR O SMOKE DETECTOR °U-182 UNDER CABINET 18" =S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP —D-48— DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT F;�24:;;1 24" VANITY LIGHTING F;;—= 36 — 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN �j DOUBLE FLOOD LIGHT W/ COVERS AND V 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION INEZ] ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR ® A/C REGISTER OT THERMOSTAT III 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. t^o` N LO 2 W L U CV) M 4- (n M DU m M r- V Q L co 2 °Q ` LU Oo E 7W V o a LIJ ❑uj w0uj Li f-Q X 2 __1 WW W UQ V ¢ui OZOH❑ o:_jO�Cr�u,U f)-�OI OzE O ¢JO QO OOQ Onm OZOWMzzF�" LU U YI'_ W Z aO (n Z �gw O¢<o--UILL u.¢ O i-¢u O O Z 04 OF_ T 5 ti F— M O Q VA (M r- (1) LL ti I —Wa.cM a 00 Z U F- W W J O O A V Virtual Revi �) Assist, A I I Inc. I ans Review coml tmpliance etecl with th 20 an D- app Cld by Debra Anne Kla Sdi Toro r X LO N 0 0 o N 0 N 0 N N N N t— O N .— N O O N O sr r N Co o O .� 0 o N N N o I I ' Z O N x W o 0 0 0 0 0 LO > c- N M 4 to CD W Z} ~Z W wO 4_j z OWO UOo7 Lr) O ::)zj Or❑ Q Z aixa F— II 2 m = w F- N Ir EOM . (.0 Q O zwo �. N U�Z Z z � OU MMO W � z Z z w 0 ~ LLJ V''^^J 0 LAST PLOT DATE • May 8, 2023 ZO � 1ST FLOOR ELECTRICAL PLAN B ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. SECOND FLOOR ELECTRICAL PLAN (A, B, K, L & M 1 /411 = 1 '-011 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET TRIM 0 BASE 4. NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL 70b z I S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET 6- SWITCH AT 36" - 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -p PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" -fl PUSH-BUTTON DOORBELL - CLG MNT LT FIXTURE } CLG MNT PREWIRE - FIXTURE BY OWNER {} SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: 0 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER ,C 50W PAR20 NFL 4" MINI ROUND RECESS �o�� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL' -0 CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cs SMOKE DETECTOR O SMOKE DETECTOR cU-18= UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 UNDER CABINET 36" S-36 - SINGLE 36" FLUOR STRIP D-36 - DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24:;;; 24" VANITY LIGHTING FF-= 36 :7,R 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUSTFAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER 03 CHIMES (DELETE W/ INTERCOM) = MASTER STATION MiZI ELEC PANEL El VACUM OUTLET AT 12" WAI CEILING RETURN AIR ® A/C REGISTER To THERMOSTAT ED 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. M N 0 Fr-„ 0�0 a • Io ', ' •'�a�, '� "' v p P; 04) Coo 1.0 t d kf- C) Q w Y 0 S w CE 0 z Q ncn NL- W L U \ mo o m N co 4-f' } O o 2 u a V -0-0- — `— M ` L O D 2 g _o a 'SIN` V w a� (o W L E� 5 70 a a o LIJ W W �LLI vJ w0F F-Q 0 wgg ezx =O=_ z:w LL.000LL Q Q U t— Jwc <dx Zw 01j) oOF-QQ a0�9o_ZORoomZzU Jo O O 0 Z U)W w A wwfAw�Q=EJ w H LL O cL W Q�WOIH�ZgWpiUOQ oQ o oQZX¢ O= LL �¢LL O Z N Ow i- 5 ti D F.:c0 Q U M � z w < Lq W 0- M coU� ¢ Z W J O J Cfl / ? Virtual Re 1 I Plans Review co compliance ew plet ssi od a t. In d with by Debra An a 'Bf phe o tM itio Kl h2►0P Lo �• 0 0 0 0 N 0 Q 0 N N Q N N e- N co O N 0 N' 0 1 z 0 NUD w W o 0 0 0 0 0 l Ln> .- N m v ui '6 i co Z~ zz W Qw O Q w Woo V U0U5 :Dz5; zow or< cL �— F- w Q mEtw N �o N � �O� LU Q O �. N Uaz gWo z Q �z F� 0_j n- MMO W z � z z z � w J � LU to w / 0 LAST PLOT DATE • May 8, 2023 O 2ND FLOOR J ELECTRICAL PLAN A, B, K, L & M) 1 I I'!!__L__ NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST. 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE, 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (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 'i READ OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1,2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDF, 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. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1, 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 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: 3.3. 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 LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: CW'0i1 CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 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 permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. B. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cjncrete overpouf and mortar along the foundation perimeter must be removed be ore exterior soI treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= +/ 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF 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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" 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 Y". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. h M N O N O f� mot' N-rsA:, 00 l L- as _ Z LU 0 Uj tY Z Q N W L0 i0 C14 u W\ L N M 00 7 _ * co , %t�'' Vi V -0-0- 2 fQM) E t p W O u 06 Q i U - �- 7� �nV) V LU Q� TWA fL[ 00 Eoo v V ° a a Lijuj W V LdLI WO ~ X IY ~�OZ~Q Y 0QQ¢O0 U) ofJO�2OYLU C3OQDU)o IL0W00Q , MZZoO WW J pYZLUO�pQ~wW¢ ¢ LL 0- QZg¢ 0Y : IL¢ O F-Qu O Z 04 Ow U) ti Q � O Q U) 00 � W It LL LLJ Lo M QUQoo Z Z W W O J O J J k f 1 3 Virtual Re Plans Review iew I ssi I t I ' c co compliance with ple the ed d a pro e by Debra Anne Kl 020 1 hlr BC XY3 ih 01 , d LO O NO O o O 0 �- 0 \ N VCD O N CD o CD� C)I l I i 1 Z 0 N Lo W I I -" U > N M v 1 Cr COw v/ ZZ W C)Z w Z � Q C)VUFn 000 Z5; U-) O Or< Q Z aXd r� F- Ewa T� = LU co- W N (D �F-� N O ZO om Ql,-:D C0 p z0fo N z v � aZLL WZ Q FF_ U J O Z S N 0 Z Z LLJ J W '^ ~ V / LAST PLOT DATE Z O STRUCTURAL DETAILS � I I THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH - -- %NALL SHEATHING II I II I I s s !lam 16GAx1 1 ' LONG (3.a4'- CROWN 16GAx1 1 2" LONG la 4"-1" STAPLES rc 6" O.C. VERT BETWEEN � ,., ;a 6" STUDS (N0 T ED THUS: —"I - OF=SET I i I CRC ,".PJ} T ^PLE� A STAPLES BETWEEN STUDS AS SHO��` N - — - - _ —® C.C. `4/ERT INTO STUDS i,NQTED THUS:--) METAL LATH ATTACHMENT DETAIL REV. 09 24.21 SCALE: 3;4" = T-O" -DETA'L EXCEECS THE REQUIREMENTS FOR FBCR 703.7-1 LATH, "ONLY APFLIES TO LENNAR TPA JAX" LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 IAM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR -' GAS METER 0 O N H C G C O C a _ o' o U 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" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 1 T-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING w Co ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.) 4'-0" + 4'-0" + + L� +++ +++ + + + + 91�. + + + y + + + + + + + + + + + + + + +++ +++ + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + — 15/32" CDX I PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 1140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE pU fIIIVV JI 1l11 Y(\ IV!\ILJ `W V V.V. LLl I]a=J U + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: ' FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 wood panels nee Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber FILL CELL--\ r - STD. 90° HOOK i-- BOND BEAM �I w a STD. 90° CONT. #5 CONT. #5 HOOK _J BAR BAR . OOC #5 CONT. ........ .......... FROM NDATBOND TOHIGHEST BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" } gap max. � 4 max. >1 -4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated 2x4lPlywood/OSB web stififfor 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGy" GAP @TOP sides by 6". - Hangers with sides not containingtop t. WEB STIFFENER DOUBLE JOIST CONNECTION Birds n uthce of uis. - Birdsmouth cuts. N.T.S. Under 2nd floor col Imn Wi In—ic N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack "Non -stacking walls over squash=20 blocks and require additional wall or beam below.' consideration. Check local building code for appropriate 1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap Boise Joist Blocking Use 3" N 0d1 nails at 6" 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.* Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls 10d nails SECTION @ INT. BRIG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) bt UU I ANYWHtttt IN CANTILEVER THEW EB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" DO NOT CUT HOLES LARGER THAN 1�" ROUND IN CANTILEVERS. Round Hole Dian -eter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" j �ist Span (fl a 1'-0., 1, 1, 1. 2., 1 ,,, 1a 3,. 1'-3" 1'-7" 1'-11' 2'�Z" -9" 3,_2„ 3._7" 12 V-0" 1'-1" 1'-2" 1'-2" V-3" 1'-9" 2'-4" 2'-11" 3' 7" + 4-2" 4' 9" 5'-4" 16 V-0" V-1" 1'-2" V-2" V-7" 2'-5" 3'-2" Y-10" 4'-9" 5'-7" 6'-4" 7'_2" 1 '-2" 1'-2" 2'-0" 3'-0" 4'-0" 4 "-10" 5'-'1 1 " 6'-1 1 " 7'-11 " 8'-1 1 " 24 1'-0.. 1, 1 „ 1, 2., t ,_3., 7. 5", 3, 7,, 4, 9., 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. 1%" 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 1Yz' 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 BearingLocation Series Depth End Intermediate BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BC16000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 7 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 7 R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Jc \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist (D p depth I -JOISTS BUCKETS N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION (6MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ta,� LOCATION OF . SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 112" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM ° a ° WALL 1 I ° ° ° I i 1-1 I I-1 1=1 11=1 I4, 4 1 a 11=1 1=1 11=1 I I-1 I I _ _III-1 I I-1 I I-1 i t-1 I I III-1 I I FINISH GRADEI- SLEEVE THRU STEM-/ ° SEE PLAN FOR---'°e a . • ; . •, FOUNDATION INFO ° d STEM FOUNDATION GRADE REINF. SEE PLAN *774 —Z X 1=1 I —III= I�III1 ICI-,, ii A/C01-11.1 CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. 11111� F_ j II� L- `_L_ SEE FND. PLN. SIZE & REINF. BELOW GRADE PIPE VERTICAL THRU FND. G TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION /— i ° SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a° ° ° ---- ° --- a I 1=1 11=1 —ITi- liiIII- �-� L — —/ SEE FND. PLN. SIZE & REINF. CM N O 04 00 a• '; a a ^ W LU O w Q: z Q C W `O o U 0 (y) ^ ti fN _ ♦� M U a V M =. A, 0 Z W _ 0 a: 8 a)Q t u 6- Z,. '^V^`) V w aN L V dui ( WO LU < _JW I— Y zE 0:W O Q F- n 0>(D 0PLL O0 :� 00wW0U 0wzpRmZ� ONwo_w�ul Oz WUJ���dOO HowUa <<0LJZWz¢ � �O ILL Ow �Wz d O W p Q Q U_d O < d u- Lo O O Z N OW >U))o D��MO � J 2��r- U� i— M Z U Z3: W w O J O JMi- Jull I I 21223 I Virtual Plans Review Review Assist, 1 I nc. for compliance with COmpleled th # InC 01 Fl app Cl7t 0 y Debra Ed on IIII,le Klatir o000 O N O N (� °° O a Y— Y— — o 1 I I z O NLo w o 0 0 0 l I 0 > N M tt a i a MI � z w z LU C) _ W ? rn � V boo UVO LOow- -0 O or0 Q Q Z aEa toUJ X-Q 1� mr-W N � ZOM o� LV 10- Qom❑ ■ ■ Q Q z�0 >_ N U �ZE Z �z U O � co z SN1 Q z J W r1_ V/ O `C_ LAST PLOT DATE z O STRUCTURAL DETAILS II ' 'r Ilp' 1'll'I 'III�i1rzn1 �lo�'i� _ �� I -� ��--- -• _ nn� y,r... L (2) LAYERS ASTM T`.'PE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL / PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (NP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE 'IS" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD LL MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - oM MUNICIPALITY. 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE •E t ° QO D —I I = _ 7 W -- 6 MIL VAPOR BARRIER 11I1I D I I I E `� COMP. SOIL. (COMPACTED TO 95% —I I I —� I=1L I = NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III —III —I I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" 1'-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS—[�O.H.D. RECESS z II -�v 2 4" a:. T I IT �.... I—IIF ,III - SEE A/S3 OR J/S6 I I TT- I I I I FLIT IT FOR REINF. INFO. 3" MIN. CLEARANCE 1'.4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) � D ` L-11L 111 1=J_I=1LI=11_I I > 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH ° II Illlllll�lll�� 1 8„ 1 —1'7 .._. TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV `o ELEV. 0'-0OIL °:. A.F.F. d. V °.q ° a ELEV. -0'-3 1/2" iz- A.F.F. DO a ° a 2x4 CONT. °. ' ° LL o°O,°.' ° 4° a o A. a I'' I ° nId ° N GARAGE DEPTH VARIES °. ° c a 4 GARAGE SLAB AT STEP rB� SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1l4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY wl (10) 10d NAILS _ TYP. 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL ° z FOOTING MONO SHOWN00 FOR CLARITY ° D ° I=1 I I —I 11=1 11=1 11=1 11=I III—III—III—III=ll=III Z o ° I —III —III —III —III —III —I I � NOTE: g ' ° D III—III—III—III=111—I 1= N *FOR BEARING WALL 1=III �111i 11111 II I �1111; I T W/ UPLIFT ONLY J 11=III=1J.=1 I I—III—III—III—III—III—III—III—III—III—III=111-1 I -III-1 I I—III-J I I-1 11=Ill I II= — —111 III I=1 11=1 11=1J=LI 1=111—'' Ll "-11 1=111 .11 I--11 f—I 1 I=11—I 11=1_TI111=111-1 I I— I I' FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" -z— GRADE e °° =Ill= 1= 1=_I=1 =1 I = '=1— — —--Ll--� -(1) #5 REBAR w/ OPT. ' 1=1 11=1 11=1 1 r 11= 11II 11=1 I I I 11-'SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV � T -11-l1l�IIIIII. ° I op 4„ 1—I I I=1 I I -I 11- III -I 11-11 TO I—, I f SEE A/S3 0R J/S6-� -IL IF, I I l 11 i,l 1 1 I I111. FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 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 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"00' WEDGE ANCHOR @ 24" O.C.) 2„ 3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH r ' b III—III—1 l— _ z II-III=III=1'31/2"(min.)-4" 31/2"(min. - 4" —III—III I I=1 I I_I=T= _ _ —III—I I —III. III �I I I _—III—�III=III=III III —III I'' (2)#5CONT. 1 I ,�IIIII�I�"I�I...I�111 ����-�� 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (c STEP cD SHEARWALL "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/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY �G�MNUo s FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° co .p D —iT1= _ FINISH GRADE o0 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] —111=1 II — 6 MIL VAPOR BARRIER —III III D ° I I=1 11= I =� __ - O0 R 1 7/8" #5 REINFORCING BAR .� III D I I-1 111 �I III �I I� r #f; I Ap .1;pl Ir l= I II . III —III —I COMP. SOIL. (COMPACTED TO I I II I p e. 11=11I-11I- 95% MODIFIED PROCTOR ASTM �= I I=1 I —I I —I 1=I 11=1 I I D1557) 4" II T—III—III—III—III- 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 01 _ l J CONT. BEAD SEALANT �= ¢ INTERIOR 2x STUDS @ 24" O.C. U.N.O. .' GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E r6x6W1.4xW1.4 N 1 WWF OR FIBERMESH I �, OP �- =' M 6 MIL VAPOR =_ BARRIER —_ I ' ! L �11IIIIIIIIIIIIII,III,, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 31/2"(min.) - 4" =1 1=1 I _ =I I III=1 I 1-111-1 —III—I I=1 i '=1I1 =1 I F IZZII1=1I1-1I1=111 11I—III 1' (2) #5 CONT. 1— 14,;1 11 1111 ��1141„111 11 1 8� �- U.N.O. MIN. TYPICAL BEARING WALL —N STEP . IVA I •- •1 tt SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D J —III=III—III W 1-111=111 I1=� D • cn —III—III III REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 0 2x4 P.T. PLATE ins., o.s.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O,S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE j w SEE PLAN FOR STRUCTURAL LL I COLUMN SIZE AND BASE 0 w CONNECTION INFO. cn SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL `'. O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BI-OCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS 10 1 v 2A IVA (2) #5 CONT. =1 I I ON 3" CHAIRS (TYP.) 8" V-4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH �, E ° D II—III—I—CDIII IT_IT—III I —III ;- TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 VAKItS 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH o. _ a I I1-1I I III; N `°•E --11 ---11111�- SEE ws3/J/s6 =1 I I „III 1 1 1, 111-1 I I "� I 4,. FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS >= TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' oo GRAD d M Lu ;III-1 I II '° o-111—I —I11—I 1 I-111—I I w i o U, U I II I II I II a d. l 11=III=III- z Q cr U) — I —_ ' I =I =111=1 1� 111=111 I I —I 11=11 -- FOOTING Lu W -III III—III=1 I I —III —III III—III—III— I-111�11=1I 1=r BEYOND SAD REINFORCEMENT-7 3" MIN. CLEARANCE ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 M N O N 00 141 ✓ ') -� z =. w s, r O 0 w Z `nn` ai > 0 o W L '._ 0 o U cD � ai V) , V -0-6- d rPi = M ai 0 2 �S 5L:8, o Q -o N Q N* w C n1 C0-v 00 E fW °LLI uj w0E- LUw F-Q 0 w~zM Z LLOO°OJO Q < [- 0 QaX JZQ D O 11 LL— Z 2, J° H Q a Ocn��OzOw00mzZ3 0 O 0 Z cnLu6- j(0LuLu n�x¢ap}-j Q�aCL Owa°?IL wz`?2v°(L LL OW �H� �wZ� a O� 0 pQ a a a LL o LL a O O Z CV Ow �-- J f` 0 I...: cM O Q M LO Lo F— cM O Z U W0 W J 0 212 023 Virtua Plans Revie Re I iew I ssi n ' for compliance co Nith ple t* ed a 0 0 d a F$C 7 h iti by Deb An n u o 0 N N •- 0 N N N N N O (y o C) o Z 0 N W o 0 0 0 I I LO N M I C)7 CO U) } Z F- ¢z W O 4-0z -�-+ W uj 000 10 V uj UUU) - l x Z w�i 1110 T + m = w CV 0 ~moo COI � Z== o CL � O z~o gZE ■ Z °- z U � OU MMC W � z Q Z Uj J Lo o LAST PLOT DATE z 0 STRUCTURAL DETAILS - MONO I II' ill FijiT ILIM` I ' I (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 12x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TCNEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILrT'� SCALE: N.T.S. S4 12 TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE -SEE TYPICAL WALL SECTION -PRE-ENGINEERED WOOD TRUSSES @ 24" O/C -UPLIFT CONNECTOR (SEE SCHEDULE) - DOUBLE 2x4 SPF. #2 TOP PLATE - 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL 112" 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 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED % BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / ?rm ■. r � •• .. . - .-•�. I milli INS son MEN ■mill ■1110l11 IN MIIII ■�I11 III■'■ M1111 111I� ■�I�� III■ �1111 1111� NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION _ = PORT _ @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING TYP. (TYP.) PROPERLY. OOF TRUSS O 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. SCALE: N.T.S. INN NEIN Wr 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY ..,. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a a n POURED CONCRETE BASE FOR BOTTOM OF MOUNTING 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 P) SEE ELEV. _Z 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑F-SOLIDAREASARE . STEEL AND GROUT ❑ ❑ STEEL AND GROUT FULL 8 8 16 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 INTERIOR ❑ x x BLOCK SIMPSON SP2 wi (12) 10d / WALL ❑ ❑ NAILS AT EACH STUD \YJ Gt DOOR OPENING DOOR OPENING DOOR OPENING -C� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED 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 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ° WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a' n THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON ° DOOR STOP PSPN516Z w/ (12) 16d NAILS 4 MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR ' s�8-.SPLICE STAGGERED J-BOLT TRACK BRACKET vvvi i i .wig W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 (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 sF A�N�o� 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA 1 STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS 10d NAILS @ 8" BOX HEADER ONLY • EXTERIOR HEADERS: 0/C TYP. (1) 2x SILL PLATE W/ (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) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR 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. N ; /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a OAST, ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD 10d @ 8" O/C TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C L ( P.T. ATE SIMPSON SP4 SP2 SIMPSON T. NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10� ST SEE SECTION AA/S1 AND BB/S1 FOR co ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 J M LINTEL ° ° ^ 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 [TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w 0 za- 2x TOP PLATE V `�' 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. A SEE A/S3 FOR PLATE TO CONCRETE SEE INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING I NAILS @ 6" kGGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE � 5/8"x10" "J" BOLT @ 24" O.C. MAX.rB C l (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" ?OXIED A.T.R. t & NUT OXIED A.T.R. i & NUT DXIED A.T.R. i&NUT ROOF TRUSS ABOVE /- 2X BLOCKING O (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES O E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 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 �R� SCALE: N.T.S. cM N 0 N q A 00 In Ln 0 0 ep `�y" 4 00 LID or Uj ---d- a% w x 0 z a nNl > 0 o W L 'p -0 o u cy w d N N c w Oco u a -0- w 4) E L i O o 2g a Q .Ns wa- N#t QN L 0O 7W w pW H W I W 2� 0 �- � � " Q OXU)nzU_ 0 Wc0-ajO QQU I- 0~r 0Jz0�0zm0 p W0�oZ000mpI- aQU Wz cn <LU IL w xJOO Y20Wp50UQQ� Q Oaf o p oQzof J_ Q O 9 U_ O Z W 0� p 1.-:� O Q M U') u) ti Uj lf? I0 cM Z U z� LU WO J O It NV JUL ? 2123 Virtual Plans Review vie ps ist, nc. or compliance wi c m p thi eted and app o, by Debra A ne 2020 1ph FB ijX 7t 3qo E�'i cr. 0 o a N ti N N 0 N 00 0 o O I ! I ' Z 0 NLo X w o 0 0 o I I I > N ri v I V, Z Z rV QZ woo Ljj go UU U5 ^ 1.1 Lo .0 0 CLU0 oor z a..�a ^ LU r-� = m H w N tV Zoo Ll.l < 0 Q 0 zxo >■ ' N v aZU_ z z 0� co < Q 0() � Co Z Z Z w LLJ J � Lo V / O T_ LAST PLOT DATE Z STRUCTURAL DETAILS I _ L-L L I I l 1 f Il'!I _Il' SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM -Z BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. ABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. '� BLOCKING ' FATTACHEDW/10d END 7/16" OSB SHEATHING GYPSUM WALL BOARD 7GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT @ x 48" O.C. 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 10d 3" 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO SCHEDULE FOR SHEATHING DETAIL BACKNAIL wi 1 1 11 (2) 16d NAILS -WOOD TRUSSES `D 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" " RIDGE FASTENED AT AT 24" O.C. ON TOP OF SV EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ 1) ROW ( (3) 2" x 4" LAMINATIONS W/ 1 ROW " () (3) 2 x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA, x 5 112" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION(a� SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 J/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO —� TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S6 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB ' LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. I SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO 44-24 JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL L 2x4 BLOCKING W/ EXT. WALL CONN. Ob 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF BLOCKING, FASTEN WITH 1Odx3 @ 4' O/C (2) 12d TOENAILS NON - LOAD BEARI G LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" ISH SCHEDULE kTTACHMENT i SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 10d XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N,T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z LU BRACING w/ (3) 10d x 3" AT _ • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION, "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" 6'-0" 6'-0" &GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4 E " O.C. TYPICAL GABLE TRUSS WB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL Fi GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w a w o v 0 z o m o o 0 w — — Q � — — — — Q Q <v — — — — ----W S' d — — — NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END 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 1 `� AS PER BCSI SCISSOR TRUSS 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 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 PI for cc M N N o'. 1 Lo _\ a Of s. Q W ` .0 g ` O -y „A W z Q SIN W N � -0 W L 'c ? U N Mc mm }. (n -0O- U M V _2 E i p t `) moo Bg r� 6 U- o 9 Q v—) c U a) Q f, w QN o EF 7 a ) LLI LU ULLUO0�O Ldl U) W O h � LU Q Of < z w ����QOQ�QZ Q Q U 'oZ¢Q 1— I— O O c.3W�W�zoWo�mz�c2 � � W W W Q J o a~w>W<0ZWWo�o�¢ LL OO Q o O O Q Z�¢ �QU_ I! O Z W O� SL) 5 r, O cM O Q � Co f'*- LL (n f` M O QU A z W W J0 O mi co )JUL 1vl� 120 I 3 Virtual Review V Ass ° stAt I ns Review cam 1 edpn, c. pliance with the 101 g pp th v by 0 bra Anne a r PXZ 00 O 0 O O 0 0 N 0 N N (♦(i/] C3 N N O N CD o�C o l l I l z O N LU Of W � > N M 't I I I I M (f� Z Z w Z Q W '—I f­j O W Z cn O V � 00 UVV5 (— Z) Z j Lo -0 O or< Q Z a-xd F- LU x-< TI = m Lu fV �o N �Zoo UU) � (D Q tV Q U <W= aZ� z -N Q �Z �� � OU O Z S5 z z Uj J Lo �l ♦ O LAST PLOT DATE Z O STRUCTURAL DETAILS I I t (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE 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" HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF L 15/32" CDX PLYWOOD OR 7/16" BAFFLE BAF O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL m NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT U) FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE 0 U) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od j � W LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. fETAL FLOOR SYSTEM SEAT 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c ea co. I I —I I --I I —III —I I I I—�—J I —III III . 6x6 W1.4xW1.4 I I—ITI=I I I=I I— I I° —III—III III A ° . n °< WWF OR FIBERMESH -tIT1�.�I ° as STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) CM Q 0 4"x4" INSPECTION PORT AT ILL x a- EACH FILL CELL TYPICAL U) aW. AT GARAGE CONTRACTOR CD TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH �4"to 6" BELOW GRADE =1NISH GRADE 00 \-STD. 90 *HOOK LT (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ri SCALE:3/4"=V-0" S6 00 T oz SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL_ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS SEND SHEATHING TO )F BEAM OR GIRDER ATE 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. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING .7 TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION K"R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR AIIDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER, MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 314"=1'-0" FOR ADDITIONAL INFORMATION. w w o O B 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF U-'j NOT FULL Q HEIGHT SHEET - H Z 2 'A G FLOOR SYST M (2)- 2x TOP PLATE WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, BEYOND ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE 15/32" OSB EXPOSUREI r F SHEATHING w SOLID 2x C BLOCKING @ ALL C O SHEATHING � EDGES (SEE OPENING SECTION X-X aU C x w x E r 2x STUDS Uj BEYOND. _ SEE PLAN C O '\\-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM %ACAi i r1 r%iA-rinei ncAnnARA 3/8" 'S" = NAIL 3/8" SPACING S 3/4" S 1/2" S 1l2" 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 w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X S�cFA� pew N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N,O.) ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM%" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN y". W ? (AjAj NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL = O NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 w @NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) /1 STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o �J w/ 8d COMMON NAIL ow : Uj O ^ PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER y Q r- O a cr0Oco w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. o O- r 2 U- O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z Co w p o MEMBER IF GABLE END a NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE RIBBONS pp�rF,Q7 FLOOR TRUSS / FtiiN OR BEAM DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH C d a'. I —I —III I ° °' TTi= I�III�IIIII�IIIiIiIIIIIiIIIIT�L CHAIR ONT.ON3" 8„ JI 8 CHAIR W! 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. G' SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" V' BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH C.. °. 6 A M III -III -III II °4. 1 11111�11�111111 '�I,IIII 3 # 5 REBAR ON 3" CHAIR I III—III— W/3" MIN. CLEARANCE ALTERNATE FOOTING IN m 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 112" DO NOT OVERDRIVE NAILS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END V-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 00 I r � V S6 c) N O N '\ 00 Y�'�• y v Lo co aJ , 01 f- Lo C v Q ' Z W a �� ` S._. �.�•S 2 Q V) N L N E (h^ m cq N m w 4-- (n V = 0 u W E ° 2Q� aQ Lu 0 00 E � f�� o V a -0 W LLJ LL w Owe w U) LU2o Q�U0C7 W�— �C��O J co =xw0OoI- C1o mz nWUO C — L WW(n=<M LL <<0UjZLU <ZQLL ) aO OW 2L-I.- FL oQ s 0 oQ a LL O O Z W O � j�o D � �M O Q0- J L(� 2 U) cM < C) Z I-- LU Z W 0 J JUL 1 OZ Virtual R Plans Review vie Assist, I c- c r com pliance will mPl the ted 202 Ind AB pp r ve by Debra Alne I ljhr Pk2 DID itien U C3 0 0 0 0 0 �- 0 ti N N O N Z 00 C) o � � �- o I O NLo � � o 0 0 'cY � N M i I ' r�n 00 �/) } Z Z C) 4-0W Q z 00 O U 0 UV5 -0 —0 O 0 < .0 W N U.1 m w ►- 0 N � zom (.0 W � 0 Q? zoo N z v 0-z �C Q mz m� O U Z S6 z z J UJU-) � N LAST PLOT DATE O Z O STRUCTURAL —J DETAILS — MONO 1 1 t"1mll 1,1111111 1 1 I III'lU' 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"QJ X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2' FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4"L1_1X8 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 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 APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 4 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" c /V//////,O.C. x 3-1/2" TAPCON @ 16" & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL BUILDOUT a@ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 1/4" MAX * SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK — — 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. ' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/BLKG. INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. SS 2'-0" SECTION A -A 8" BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK- — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 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 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO ) 2'-0" Opu SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE 2x' PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (T'P,) STD. 90- HOOK +5A NOTCH WEB AT FIRST 2 COURSI ;,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" 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 SEE 12 i TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 000, #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ' * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL j` "° ' ,'.,.... "` REINFORCING PANEL SMOOTH. DO NO FURROW. .: F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. ` 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE 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 MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" QS S -,) MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT, WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F.F. D D I— —ICI-1 11—I 11 � I � I; g' � Tf1-1Tf 1�f—III T� D D III-- III=III _ =11� 111 GRADE p. ,IIIII III- ° cV p M Z \ D (2) #5 REBAR. MIN. 3" 16" MIN. 01 COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 314" = V-0" FILLED CELL PER FOUNDATION PLAN lR THE :S I IAIAnnE:10TADI C IAICTAI I TInKI FILLED CELL INSTALLATION rH 1 EfE ARC.H FLAN AN-D, SCALE: N.T.S. P (F ;ray I, (�'_ , S �'t, ' N _E Nt ; n: LEEx SUE 4. I . ALUMI E''N ALL wF4E AlI �. I �.-_ _ ;�" ,,� tM PER PLAIN I 1" _ Fx a, __HFx I'kLL -� -_- I "vr � �3€A NA1.d, _. r_-'ENED PER_ I �07 41. C CtNT 3EN,EE 04 t .:=1 NAILE:: ' i 8110CKING NAILED T3 TOU EL CKIW_; v. `t NAIL :'" H ti EVERT =I THE k -F u4 3-1 L,- J1 AIL, -YP. t 'i 6JI J IEr-111-DER To'-'ERlIFYr'F,R,(D IDE S"C)IFF7I,11ATERI,AL SPAN tvAPACIT - ONI H_ D1=._40zt4 FOR t::� IPAPONENIS AND C:Lg LI'',TED IN THE DES110N CPITEPIA CIN SHEET SN F' FF9 T A 11A(*HMFNT AT INA'II 1 iPFR Al PHA ALWA IN( FLU 1F w3- - NIP;I - P;,_-)C!'(.,T,APPRr-.,YALL F CFIANNEL FASTENED T.-): CLI I v'; T NAIL .0 +7 D -I° : 3 µ.< , a %11N Elut'SEDMENT V-r-OD N, (31 I`.; d_:,s, 3.4`I lCROWN TA7LES (214!' iAX. OC. 19'. PATTERN 4t tFi FAS "'.IA °h^' II'i1A 3, 9 •x'I 4" C Rt )V N STAPI F j) FA1: H (RR10C.0A- '= STRUCTURAL SOFFIT ' u R A� r °IIN SOFFITS OFFITS 'WIT {4 '_i 2 3 '021 14 NI',STr.t,l_1 111 > SPAN Bt0 HF ` to _ )FF,T F!I PA ! 4;STALLAT`0t I— `REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETA - 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2) 10d NAILS @ 8" O.C. O�FRyq TO TRUSS TOP CHORD + + yO7 PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP s + EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCAT F- 3/4 CCG CU=r M) Akin z 0 LL 0 LU U U_ Z) U U) 2N BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED WI 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1Axl 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1AN2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st COURSES SOLID W/GROUT V. FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ; . •° OVERHAN ° RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 1'-0" 5'-0" _t INISH FLO > D D ° ° D #5 BAR p 1'0" ° ° n CENTERED W/ D . Dp 9u HQ108 IN TOP o _ D KNOCKOUT/ N ° ° CHAIR BLOCK MONO FOOTING D SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -I CLEAN FILL DIRT b Z p. ° STANDARD o 0 99 HOOK N #5 BAR IN FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS fol SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEEC (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM, DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ±2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBED DED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY IJ EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. i / N N O N 00 O f -Ilk - t L0 0 3 .; . ,. co L0 i z W 0 z Ln N LO W L U M co M 0 ao w M E L L O O `2 O O �� 0 LL O C ¢ s• U ° • 6} ^-N\ V w QN 00 W L �� CL �o W W 0 DLL "zH I- a it X �Xt0',0o_D 0 S ¢O_jnZO zLLU_j Q ocngozomoom�z�oW XW LUOd OW W N ofJ ~MY�O0wWLu Q m LL F 0¢Q 00 oyza 0 0 0 Z IN 0� D ti 0 � � O Q M r*-- LU Lo 11� H CLM Z U Wz� W � _j0 J JU Virtual Revi w A lis . �n c. Plans Review com let d'and '' compliance with t ie 2 120 f ap 6C 2 rov th E iv by Debra Ann Kli hr P t 2,30 1 , 1 Lo 01 N N N N 0 0 0 0 C) O N N O O N C) o � � 0 l l l ' z O N c) q LoqqT >W N M 'i MI (c "' ZF- vV z ¢ w O 44_0 _j W z� LU00 U U � 0 _ -0 0 0�< Z �— F_ w�2 xW< ,"_11 ~ w N � Zoo ■ W cp <�m C Q 0 �■ N Vaz zWE z �z ct Q F- � OU a MO W Z z z LU W J Lo V o > LAST PLOT DATE . . *_j — Z 0 STRUCTURAL DETAILS - RETROFIT X SCALE: 4" = 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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS � 6°0 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 1' = 1'4" SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING "Am SYP CUT TO FIT ARS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS (I EW "A" SCALE: 1" = V-0" E PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS CTION VIEW "D" SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = V-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS Ll2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER OR DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = V-0" E SECTION VIEW SCALE: 1' = V-0" -3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND 4' 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/ J" X 2 a' TAPCCNS @ MAX. 32" O.C. G.1 TOP OF STRINGER - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP tiN -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER- 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 1" TAPCCNS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS- (2) LAYER 2" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" PER CONTRACT CJ PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST, NEWEL POST BLOCKING Z) I HI N VUIVZ5 I KUU I ICON UL I AILb (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" =L POST LET INTO !LOCK 1DE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES 'WALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, P JED AND NAILED TO for c, BRING WALL BELOW 'WALL JOINT YWALL TO /ER JOISTS) 2X SIMPSON MT (14) 10d x 1 1/ SECTION VIEW "H" SCALE: 1" = V-0" M N O ,y> 00 A Lai c Lo O 00 Cj 00 Z #'N. W L 2 t o- OI Q W 0 Z c� N L 0 - 1 W L CN u �' � 0 Cq N M Cl) M N Z)Om u a M Z) o _ Z) OO rn E: O R Q lJ/ S o N ¢ � LU Q-ry c L 00 E- TW v n a W LU 0 uJ (n W O I- ~ x it z W 0XWUJO�� QUQ I— 0I-¢Z ��OQ D�0ZLLLL�Zm 11) am�Z)F—U1W WF,Z�U UO0Z 0)Q O� ¢OWO2QV5 �Wp2UOQ OQ o o 0QQO¢ U- �LL I< O O Z W O 1-- U O CM O Q w Co � 2W�ti I—of0-M OfQ-2- Z U WZ� W O �O m It U 212 023 Virtual Review Assi I t,, Inc. I I\ a Is Review comple ed and a pliance with the by D20 F8C Pro 7tn1 ea dlti Debra Anne K r: O o O 0 o 0 N N N N O N .- N OCo O N ' Z O CV Lo Of W CD C) CD N M 4 I I 0 M� � V J Z ~ Z �/V � O I Z ¢ W Q W V WOO F— U U V5 m z j O LU 0 Q Z arra � 1'— Ww a ,--1 _ � W co 2 N �J ~ N O zo= U-1 ■ Q O a (� z U Wo 0- z `L �Z H QZ � OU O F— 00 Z S T z Z z W W --1 fl- Lo LAST PLOT DATE Z .__I STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • 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 T','PE 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 U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 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 GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 1Ic^rr-4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-OB 8F12-0B 8F16-08 8F20-0B 8F24-0B 8F28-0B 8F32.OB LENGTH 8U8 8F81B 8F12.1B 8F16-18 8F20.113 81`24-1B 8F28-iB 8F32-1B 3069 4605 6113 7547 8974 10394 11809 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 3974 10394 1 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1969 2110 2931 3753 4576 5400 6224 1599 2189 4375 6113 7547 7 8672 10294 1 11809 1349 1438 1999 2560 3123 3686 4249 5' 4" (64") PRECAST 1217 1663 1 3090 5365 1 7547 36 7342 19 8733 19 1 1127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 1238 2177 3480 3031 3707 4383 5061 6'-6" (78") PRECAST 908 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1 1729 2661 3898 5681 8461 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1 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 4l 2-1 710 1250 1 1733 2058 1 2320 2513 17'4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 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 1 340 598 845 1114 1359 1463 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-0B 8RF10-OB 8RF14-0B 8RF18-0B 8RF22.OB 8RF26 08 8RF30 OB LENGTH 8RU6 8RF6.1B 8RF10.1B 8RF14-IB 8RF18-IB BRF22-1B 8RF26-IB 8RF30.16 1749 3355 3280 4349 5421 6493 7567 4'-4" (52") PRECAST 1635 1891 3699 5206 6639 8060 9479 10893 1596 3063 2992 3968 4946 5924 6904 4'-6" (54") PRECAST 1494 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 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 3120 1 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R" PRFCAST & PRESTRESSED U-LINTELS C,Rm SAFE LOAD PLF TYPE 8U8 8F8 REINF. LENGTH CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (2E6") 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" PRECAST w/ 2" RECESS DOOR U-LINTELS C,,,Rm SAFE LOAD '''�■� PLF F. LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 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 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CASM14Rm SAFE LOAD - POUNDS PER LINEAR FOOT ____TYPE 8F8-1T 8F12.1T 8F16.1T 8F20.1T 8F24-1T 3F28.1T BF32-1T LENGTH 8F8-2T 8F12.2T 8F16-2T 8F20-2T 8F24.2T 8F28-2T 8F32.2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 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 163412 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 2001 15 530 686 1 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 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 1 770 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 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176') 246 390 655 968 1324 8 16211 187411 16-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1 1224 B 1562 14 180114 17'-4" (208") PRESTRESSED 18' 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 (14 19'4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 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 r24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 ti0 566 10 124 200 316 450 600 7 756(12hn (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^m4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-1T BRF10.1T 8RF14-1T 8RF181T 8RF22-1T 8RF26.1T 8RF30.1T LENGTH 8RF6-2T 8RF10.2T 8RF14.2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 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 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 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 e � 4 �0 > D o ° % �- y > D >" D O °O °DDGb b C C C C C C 8F24-1 B/OT 8F16-1 B/1T 8RF14-1 B/OT 8F8-1 B a a a 0 ° 4 >- 4 a° ° 4 >- D o ° 8" PRECAST LINTEL W/ (1). #5 HOR CONT 4 BAR & ((2) COURSES OF 8' K.O. BLOCKS C C W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ko ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR \� e C.M.U. cn cn x o G =cn0m�nN ° co w U ~ w �- c #5 REBAR AT O�� O m w c ° BOTTOM MIN. (1) aQoaREQ'D Q u-U' JJJ z-wQw 16GAUGE LO c ° POWERS STEEL � 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 MIN. (1) REQ'D T�- 2" CLEAR J a C.M.U. H a UT amEBAR AT BOTTOM INTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= co O w z= io C C CD 1ST FLOOR LINTEL PLAN (ELEVATION B' 00 LO 00 Plans for comp) b m 00 LJc L 00 U00 CL LL CN < z2 (/) LL F-00 mi : zz (#) 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 CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-0B 8RF10-OB 8RF14-0B 8RF18-0B 8RF22.OB 8RF26 08 8RF30 OB LENGTH 8RU6 8RF6.1B 8RF10.1B 8RF14-IB 8RF18-IB BRF22-1B 8RF26-IB 8RF30.16 1749 3355 3280 4349 5421 6493 7567 4'-4" (52") PRECAST 1635 1891 3699 5206 6639 8060 9479 10893 1596 3063 2992 3968 4946 5924 6904 4'-6" (54") PRECAST 1494 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 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 3120 1 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R" PRFCAST & PRESTRESSED U-LINTELS C,Rm SAFE LOAD PLF TYPE 8U8 8F8 REINF. LENGTH CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (2E6") 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" PRECAST w/ 2" RECESS DOOR U-LINTELS C,,,Rm SAFE LOAD '''�■� PLF F. LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 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 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CASM14Rm SAFE LOAD - POUNDS PER LINEAR FOOT ____TYPE 8F8-1T 8F12.1T 8F16.1T 8F20.1T 8F24-1T 3F28.1T BF32-1T LENGTH 8F8-2T 8F12.2T 8F16-2T 8F20-2T 8F24.2T 8F28-2T 8F32.2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 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 163412 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 2001 15 530 686 1 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 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 1 770 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 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176') 246 390 655 968 1324 8 16211 187411 16-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1 1224 B 1562 14 180114 17'-4" (208") PRESTRESSED 18' 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 (14 19'4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 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 r24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 ti0 566 10 124 200 316 450 600 7 756(12hn (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^m4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-1T BRF10.1T 8RF14-1T 8RF181T 8RF22-1T 8RF26.1T 8RF30.1T LENGTH 8RF6-2T 8RF10.2T 8RF14.2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 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 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 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 e � 4 �0 > D o ° % �- y > D >" D O °O °DDGb b C C C C C C 8F24-1 B/OT 8F16-1 B/1T 8RF14-1 B/OT 8F8-1 B a a a 0 ° 4 >- 4 a° ° 4 >- D o ° 8" PRECAST LINTEL W/ (1). #5 HOR CONT 4 BAR & ((2) COURSES OF 8' K.O. BLOCKS C C W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ko ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR \� e C.M.U. cn cn x o G =cn0m�nN ° co w U ~ w �- c #5 REBAR AT O�� O m w c ° BOTTOM MIN. (1) aQoaREQ'D Q u-U' JJJ z-wQw 16GAUGE LO c ° POWERS STEEL � 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 MIN. (1) REQ'D T�- 2" CLEAR J a C.M.U. H a UT amEBAR AT BOTTOM INTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= co O w z= io C C CD 1ST FLOOR LINTEL PLAN (ELEVATION B' 00 LO 00 Plans for comp) b m 00 LJc L 00 U00 CL LL CN < z2 (/) LL F-00 mi : zz (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R" PRFCAST & PRESTRESSED U-LINTELS C,Rm SAFE LOAD PLF TYPE 8U8 8F8 REINF. LENGTH CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (2E6") 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" PRECAST w/ 2" RECESS DOOR U-LINTELS C,,,Rm SAFE LOAD '''�■� PLF F. LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 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 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CASM14Rm SAFE LOAD - POUNDS PER LINEAR FOOT ____TYPE 8F8-1T 8F12.1T 8F16.1T 8F20.1T 8F24-1T 3F28.1T BF32-1T LENGTH 8F8-2T 8F12.2T 8F16-2T 8F20-2T 8F24.2T 8F28-2T 8F32.2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 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 163412 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 2001 15 530 686 1 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 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 1 770 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 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176') 246 390 655 968 1324 8 16211 187411 16-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1 1224 B 1562 14 180114 17'-4" (208") PRESTRESSED 18' 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 (14 19'4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 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 r24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 ti0 566 10 124 200 316 450 600 7 756(12hn (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^m4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-1T BRF10.1T 8RF14-1T 8RF181T 8RF22-1T 8RF26.1T 8RF30.1T LENGTH 8RF6-2T 8RF10.2T 8RF14.2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 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 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 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 e � 4 �0 > D o ° % �- y > D >" D O °O °DDGb b C C C C C C 8F24-1 B/OT 8F16-1 B/1T 8RF14-1 B/OT 8F8-1 B a a a 0 ° 4 >- 4 a° ° 4 >- D o ° 8" PRECAST LINTEL W/ (1). #5 HOR CONT 4 BAR & ((2) COURSES OF 8' K.O. BLOCKS C C W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ko ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR \� e C.M.U. cn cn x o G =cn0m�nN ° co w U ~ w �- c #5 REBAR AT O�� O m w c ° BOTTOM MIN. (1) aQoaREQ'D Q u-U' JJJ z-wQw 16GAUGE LO c ° POWERS STEEL � 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 MIN. (1) REQ'D T�- 2" CLEAR J a C.M.U. H a UT amEBAR AT BOTTOM INTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= co O w z= io C C CD 1ST FLOOR LINTEL PLAN (ELEVATION B' 00 LO 00 Plans for comp) b m 00 LJc L 00 U00 CL LL CN < z2 (/) LL F-00 mi : zz * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PRECAST w/ 2" RECESS DOOR U-LINTELS C,,,Rm SAFE LOAD '''�■� PLF F. LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 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 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CASM14Rm SAFE LOAD - POUNDS PER LINEAR FOOT ____TYPE 8F8-1T 8F12.1T 8F16.1T 8F20.1T 8F24-1T 3F28.1T BF32-1T LENGTH 8F8-2T 8F12.2T 8F16-2T 8F20-2T 8F24.2T 8F28-2T 8F32.2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 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 163412 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 2001 15 530 686 1 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 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 1 770 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 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176') 246 390 655 968 1324 8 16211 187411 16-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1 1224 B 1562 14 180114 17'-4" (208") PRESTRESSED 18' 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 (14 19'4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 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 r24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 ti0 566 10 124 200 316 450 600 7 756(12hn (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^m4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-1T BRF10.1T 8RF14-1T 8RF181T 8RF22-1T 8RF26.1T 8RF30.1T LENGTH 8RF6-2T 8RF10.2T 8RF14.2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 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 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 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 e � 4 �0 > D o ° % �- y > D >" D O °O °DDGb b C C C C C C 8F24-1 B/OT 8F16-1 B/1T 8RF14-1 B/OT 8F8-1 B a a a 0 ° 4 >- 4 a° ° 4 >- D o ° 8" PRECAST LINTEL W/ (1). #5 HOR CONT 4 BAR & ((2) COURSES OF 8' K.O. BLOCKS C C W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ko ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR \� e C.M.U. cn cn x o G =cn0m�nN ° co w U ~ w �- c #5 REBAR AT O�� O m w c ° BOTTOM MIN. (1) aQoaREQ'D Q u-U' JJJ z-wQw 16GAUGE LO c ° POWERS STEEL � 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 MIN. (1) REQ'D T�- 2" CLEAR J a C.M.U. H a UT amEBAR AT BOTTOM INTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= co O w z= io C C CD 1ST FLOOR LINTEL PLAN (ELEVATION B' 00 LO 00 Plans for comp) b m 00 LJc L 00 U00 CL LL CN < z2 (/) LL F-00 mi : zz * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CASM14Rm SAFE LOAD - POUNDS PER LINEAR FOOT ____TYPE 8F8-1T 8F12.1T 8F16.1T 8F20.1T 8F24-1T 3F28.1T BF32-1T LENGTH 8F8-2T 8F12.2T 8F16-2T 8F20-2T 8F24.2T 8F28-2T 8F32.2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 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 163412 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 2001 15 530 686 1 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 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 1 770 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 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176') 246 390 655 968 1324 8 16211 187411 16-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1 1224 B 1562 14 180114 17'-4" (208") PRESTRESSED 18' 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 (14 19'4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 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 r24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 ti0 566 10 124 200 316 450 600 7 756(12hn (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^m4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-1T BRF10.1T 8RF14-1T 8RF181T 8RF22-1T 8RF26.1T 8RF30.1T LENGTH 8RF6-2T 8RF10.2T 8RF14.2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 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 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 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 e � 4 �0 > D o ° % �- y > D >" D O °O °DDGb b C C C C C C 8F24-1 B/OT 8F16-1 B/1T 8RF14-1 B/OT 8F8-1 B a a a 0 ° 4 >- 4 a° ° 4 >- D o ° 8" PRECAST LINTEL W/ (1). #5 HOR CONT 4 BAR & ((2) COURSES OF 8' K.O. BLOCKS C C W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ko ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR \� e C.M.U. cn cn x o G =cn0m�nN ° co w U ~ w �- c #5 REBAR AT O�� O m w c ° BOTTOM MIN. (1) aQoaREQ'D Q u-U' JJJ z-wQw 16GAUGE LO c ° POWERS STEEL � 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 MIN. (1) REQ'D T�- 2" CLEAR J a C.M.U. H a UT amEBAR AT BOTTOM INTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= co O w z= io C C CD 1ST FLOOR LINTEL PLAN (ELEVATION B' 00 LO 00 Plans for comp) b m 00 LJc L 00 U00 CL LL CN < z2 (/) LL F-00 mi : zz (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^m4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-1T BRF10.1T 8RF14-1T 8RF181T 8RF22-1T 8RF26.1T 8RF30.1T LENGTH 8RF6-2T 8RF10.2T 8RF14.2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 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 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 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 e � 4 �0 > D o ° % �- y > D >" D O °O °DDGb b C C C C C C 8F24-1 B/OT 8F16-1 B/1T 8RF14-1 B/OT 8F8-1 B a a a 0 ° 4 >- 4 a° ° 4 >- D o ° 8" PRECAST LINTEL W/ (1). #5 HOR CONT 4 BAR & ((2) COURSES OF 8' K.O. BLOCKS C C W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ko ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR \� e C.M.U. cn cn x o G =cn0m�nN ° co w U ~ w �- c #5 REBAR AT O�� O m w c ° BOTTOM MIN. (1) aQoaREQ'D Q u-U' JJJ z-wQw 16GAUGE LO c ° POWERS STEEL � 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 MIN. (1) REQ'D T�- 2" CLEAR J a C.M.U. H a UT amEBAR AT BOTTOM INTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= co O w z= io C C CD 1ST FLOOR LINTEL PLAN (ELEVATION B' 00 LO 00 Plans for comp) b m 00 LJc L 00 U00 CL LL CN < z2 (/) LL F-00 mi : zz (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 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 e � 4 �0 > D o ° % �- y > D >" D O °O °DDGb b C C C C C C 8F24-1 B/OT 8F16-1 B/1T 8RF14-1 B/OT 8F8-1 B a a a 0 ° 4 >- 4 a° ° 4 >- D o ° 8" PRECAST LINTEL W/ (1). #5 HOR CONT 4 BAR & ((2) COURSES OF 8' K.O. BLOCKS C C W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ko ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR \� e C.M.U. cn cn x o G =cn0m�nN ° co w U ~ w �- c #5 REBAR AT O�� O m w c ° BOTTOM MIN. (1) aQoaREQ'D Q u-U' JJJ z-wQw 16GAUGE LO c ° POWERS STEEL � 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 MIN. (1) REQ'D T�- 2" CLEAR J a C.M.U. H a UT amEBAR AT BOTTOM INTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= co O w z= io C C CD 1ST FLOOR LINTEL PLAN (ELEVATION B' 00 LO 00 Plans for comp) b m 00 LJc L 00 U00 CL LL CN < z2 (/) LL F-00 mi : zz 1ST FLOOR LINTEL PLAN (ELEVATION B' 00 LO 00 Plans for comp) b m 00 LJc L 00 U00 CL LL CN < z2 (/) LL F-00 mi : zz M N O Q w Z Q L0 - � W L 'L � U 10 L - - - - - - - - - - - - - ---- j I I I' I I I I I I REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL Cl EAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)45L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 444" 34' PRECAST (2) D4.5 WIRE 2 No.3 1453 2654 2654 2574 2574 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 639 1167 1167 1152 1152 74" 614" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 581 1062 1062 1048 1048 804" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 548 1 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'4' 10'-0" PRECAST (2) No.3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 329 602 602 430 602 12'-6' 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 57C 391 570 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 2 No. 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No.4 1 T-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 N.R. 277 277 202 281 No 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16strand + 256 256 188 262 2 No. N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 2 No. S N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 2 No.5 N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED 2 O No.3 (2) No. 5 N.R. 164 164 124 ::tl7g5 N.R.- NOT RECOMMENDED u:1.1!:1t4d-`-- DETAIL "A" DETAIL "B" -*-I. ' J;�i DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT ,-SOLD LINTEL 1 LOWER LINTEL CAVRY [I8x16-P-lL/1IU] NOMINAL WIDTHr "QUANTITY OF #5 BAR AT NOMINAL MEQv J LEPER LINTEL CA'JITY 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(1)#5U (0)#5L(i)#5U (1)#5L(1)#5U (1)#5L(2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 314" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 314" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'4' 10'-01, PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 12'-6" 1 Y-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 1214" PRECAST (2) No.3 2 No.5 1149 1149 1 760 1149 (2) 7116strand + 14'-8" 13'-4" PRESTRESSED (2) No.3 1419 1419 850 1347 2 No.4 (2) 7/16strand + 15'-4" 14'-0" PRESTRESSED 2 () No.3 1291 1291 775 1270 2 No.4 Il 7 16 strand 2" 17-4" 16'-0 PRESTRESSED (2) No. 993 993 600 1084 2 No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116strand + 961 961 446 872 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 834 834 390 763 2 No.5 (2) 7116 strand + 22'-0" 20'-8" PRESTRESSED (2) No. 3 720 720 366 716 2 No. (2) 7/I6 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 642 642 306 599 -. :.. :.. DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLDLINTEL r LOWER LINTEL CAVRY [8x16-P-1 L/1 U] NOMINAL 1IDT-1yIj L QIAN'RY OF 15 BAR A- NOMINALHEIGHT UPPER LINTEL CAVRY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 811xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID ##5(11U(11)L SOLID #5(2)U(1)L DETAIL'DE' DETAIL'DF DETAIL DE &'DF' DETAIL'DG' 34, 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8' 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 44CI 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4-4' 3'-0 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 54" 5-0, PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'-8" 8'-4" &HO' PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P -PLAIN LINT -EL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER UN1ELCA1F1 [8xl 6 L/1 U] t OMINAL WIDTHrI j L Q 'LAMI'Y OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (i)#5U (1)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 1 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 g4091 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5'41 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 64' 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7-8" 6'-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" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 12'-6" 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) 7/16 strand + 1095 1095 551 887 2 No. 1 T-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2 No. (2) 7116strand + 19'-4" 18'-0" PRESTRESSED (2) No.3 655 655 340 645 2 No. 20'-0" 18'-81, PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand +2 524 524 277 526 No. 22'-0" 20'-8" PRESTRESSED 2 O No.3 (2) 7/16 strand +2 488 488 260 493 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P-PLAIN LINTEL" ('QUANTITY OF#S BAR AT S-SOLED LINTEL I 1 LOWER LINTEL CAVITY [8xl I6-P-1 L/1IU] NOMINAL WIDTHrI` J .'i''�AI.: I!" O� k5 BPS( 4T NOMIrAL HEIGHT 'PER LINTEL CAVITY DETAIL "E" DETAIL'IF" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#51­(1)#5U (1)#5L(2)#5U DETAIL 'L' DETAIL'M' (i)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 1DODO 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 13000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 13000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 1 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No, 4 4693 4693 3976 4661 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'4' 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 1 2384 1884 2371 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No, 3 2 No. 5 1895 1895 1401 1895 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 2 No.5 1490 1490 992 1490 4'-8" 13'-4" PRESTRESSED 2 3 () No. (2) 7116 strand + 1948 1948 1093 1591 2 No.4 15-4" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand +2 1774 774 996 1494 No. 1 T-4" 16'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 084 615 1095 2 No, 5 20'-0" 8'-8" PRESTRESSED 2 O No.3 (2) 7/16 strand + 1008 1008 573 1048 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 2 No. (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 Z. DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ 1' QUAMRY OF 4 5 BAR AT S- SOLD LINTEL I LOWER LINTEL CAVITY [8x16-P-1L/IU] NOMINALWIDTHJ j L Lr NTI'YOF#SBARAT NOMIN. .,HEIGHT 'P ER LINEL CAVRY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE -AD-OAD UPLIFT SAFE LOAD SOLID #5 (U U (0) L SOLID #c (1) U (I) L SOLID #5 (1) UU(0) L L SOLID #5 (2) U (1) L DETAIL DH' - T A DETAIL DJ H' DETAIL D & DJ TA DE IL DK 3'-8' 7-44 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 2-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10' 2-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 44" 3'-0` 2'-8' PRECAST (2) D4.5 WIRE (2) No, 3 3647 9133 7835 8173 4'-8" 3'-4 3-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'-8" 4'-4 4'-0` PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 6-4 5-0 PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 6-4 6-0' PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9-8" 8'-4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 t�• �.. rr DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P-PLAIN LINTEL/ -1 1' QUANTITY OF #5 BAR AT S-SOLD LINTEL I 1 LOWER LINTEL CAVITY [8xl I6-P-1 L/1 U] NCMINA_WIDJ J LQUQ 'I^!OF 58 F?FT NOMINAL HEIGHT UPPER IINTFL CAVRY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS, 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08, 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.14 OR FLORIDA BUILDING CODE (2020, BUILDING) SECTION 2104.1.5 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 - (PLACED IN FIELD) 2" TOP LEG BARS: (SEE S(-.iEDULE) ) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN "STIRRUPS AT 4'-0" cc OR WELDED) rOM BARS 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 ,,-TOP LEG BARS: (PLACED IN FIELD)) / (SEE SCHEDULE) 22„ (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN M Q M 7/32" STIRRUPS AT 4'-O' CC °p (TIED OR WELDED) N M SEE SOCHE URLE uw 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#51J (1)#5L(1)#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 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 314" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 1 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 514" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6' 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7'-8" 6-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 11'4" 10'-0" PRECAST (2) No.3 2 No.5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No, 5 2269 2269 1577 2269 1314" 12'-0" PRECAST (2) No. 3 2 No, 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1878 1878 1225 1878 14'-B" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2 No.4 1T-4" 16'-0" PRESTRESSED (2) No.3 2 O 7116 strand 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No. 20' 0" 18' 8" PRESTRESSED 2 O No.3 (2) 7116 strand +2 1254 1254 702 1271 No. 5 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 2 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No.S 898 898 481 947 ;,r,�` TYPE DESIGNATION `•a(`,'� .,,E�` • �ir 3 `•�1 P -PLAIN LINTEL/ I' QUANTITY 0= #5 BAR AT S -SOLID LINTEL -1 I LOWER LINTEL CAVITY tom'' •k! •fp•.! NOMNA. A'IDTH�+ LQI,+.NTITY CF #5'AR AT VGN INA,. HEIGHT UPPER LIN EL CAVRY DETAIL '0" DETAIL "P" DETAIL "Q" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)0(1)L SOLID ##5(1i UU(O, LL SOLID #5(2)1(1)L DETAIL'DL DETAIL DIM DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'H0 2'-8 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2'-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4' 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8' 4'-4" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8' 54" 5-0" PRECAST (21 D4.5 WIRE 12) No.4 4569 4569 2302 4235 7'-8 6-4 6'-0' PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 7-8" 8'-4 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 "•1. �1+ �•1. DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION _=� rOOMW �xl`I6-P-IL/lIi ] �mry m rj L n 0 V (H) UNIT '2216' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DET,AIL'DC' DETAIL'DB &'DC' DETAIL DD' 3'-8" 2'-4' 2'-0 PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4 PRECAST (2) D45 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) D45 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4-4' 4'-0 PRECAST (2) D4.5 WIRE (2) No, 3 864 995 995 831 831 6'-8" 5-4" 5'-0' PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7-8" 6-4" 6-0' PRECAST (2) D45 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4' 1 8-0 PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 DETAIL 'DA" DETAIL "DB" DETAIL "DC" DETAIL "DID" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRA� 1-S SA-E -CAD UPLIRSAFELOAD SCI_ID #51.I�Ll;C,._ SOLID #5i'�IUI'JL SOLID #5 11) U (01 L 45 ilU'.IL Sol s #„(21UIUL DETAIL DC DETAIL DP' DETAIL DO & D✓' DE-41L DO 3'-8' 24" 7-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 7-8" 74" PRECAST (2) D4.5 WIRE (2) No.3 -599 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) No.3 6149 10000 8604 10000 4'-8'' 3'-4' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 13000 7066 10000 5'-8" 4-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 3077 1O000 4325 10000 6'-8" 54" 5-0' PRECAST (2) D4.5 WIRE (2) No.4 3765 -387 29C1 6831 7-8" 6'-4" 6'-0' PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 467' 9'-8" 8'-4" 8'-0, PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 7.4 DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION g= � FWWW" •8x6-P-I[­/�U] �j J L um wm TYPE DESIGNATION P- L Ir I1'" .UA TIT" .F 45 EAR AT IIJcL I I L V,LPLId. LCAJITY 16-P-1 L l U J8x -IT - L SAFE WORKING LATERAL LOADS (PLF) 8" X 8'' LINTELS Total Length g T Type 8,X8„ PLAIN x 8 8 S LID O 2'-10' Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5-4" Precast 663 1940 5'-101, Precast 583 1624 6-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'4' Precast 132 651 12'-0" Precast 111 593 12'-6' Precast 98 544 13-4' Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 174' Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R, = Not Recommended co N s Y� N a `d i m U') O U) _- Q < W L p W 4` z Q L/) O LO ` 0 0 W L ? 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W­11 lk Jason Shumate Z.,hv, R Freest LOGOe 80- W R E �50213M_1311 RE-T4021 (33C 300 Iwo 0­6­m — px: cw# 91" 5o",W Ama"d SuNtA, 1SIC120.1 0a,99md) f 01131-1020 Pra­ed 9volKy-A"31imm AsmPvssl_uQ-tt AMIqYS51121 Vlf tnaw F11-4q It o"Alwas C,"t A_W*_`tLk4 PAG Jil1y-4Z Nak" W9 fil"garit premfe CMC IWOS OW %SMS DMC1?'6 OW-20M 11 OQt 061G 5V r,cida Depitne -n rd of Gusoss & Professionai Reg-flation I'siang Codes and Standards Ptoduct Approval Application Detail IVIM S-ta towtot, k �1,�A.Q V,0"W", 8, I P ,A� Jav"sIA 'Odo, F E "'I J "1.,l I MON841 IV? 1"201 Y1,202(, W='2021 NOVIL-i 4pp­ a 7h­ Tr, F,o -Ua­md S-d9-Val Opaque Yes Yea tv, 1_.Gtdulue E-1p. Fcerg:asaS_gha C_ !2. 14-­16034 2 &ad "P.O&Q- op. q.. Y_ Yes Came nacre Eder ltv­ Der.. aaa$p rem 3 Timernw-TN nbes-ClanK and 44,34 &W1.4 Opaque 171.s1 0211 711, Y" yeg rok CtWPOSA[e 53M Ftc4,sorl UwtJe Door will, awW.t sdm� , 1­WXt,­g XY, W CXAC calflqu , almi) N__ 36AM.70 51­1 R`_,pad4_OP—. ICVV%*tt "; ­2130­�n X N=. "et'�"duqu� opaq%. 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Y" Y, WA CmTpwe EdCA, Fbegis" Nb* D: Aft,, __1 Glee.. mddli 0­ r.n- Roikia Dapartrr" of 6t,5ires3 & Professional Regulation p-, f, Eiuld,rg Codes and Standards v7f do Product Approval Appi k at im Detail 11QS1:9_1 92f1u 451 (Y_T: 2_*_ftL" Wa vgrsat,t 4-1- ,, imiaoLA-IAU 1AMAJ19-ft Soub-Ifirl Fac A —VW AjxA,,Vd ffi MY, fER %er,, Oadt 2.-0-VAS. 11111W=10 , 0,16*,,_,_,1 i r_41M n APtA_ C..g.y, ­_ C�-_ An 0140 2Un uU. a L­g OM QuA04, Aea­ :Ma -ad 1% V_ A,mrcn I- J,a k­1 o-, A" r�- oI,oI March PRODUCT APPROVAL SPECIFICATION SHEET (2023) As required by Florida Statute 553,E42 and Flor�,a A,.-Irrinistratke C-,,-,, �9r--72. pielase pro\A"ce t�le informatior arc approval numbers or ti,,ebuiding components listed belo.,., f wili be utilized on t, e construct or project for which you are applying for a Category/Subcategory Manz, f a ctu rer Product 0escription Approval Number(s) Test Pressures Exp. Date 1, EXTERIOR DOORS A. Sk;%!!NGING Them P., F,-n_er-C-.`asSi'f_ arC S--, n,00tli-Star rkNON-i%IRAC F L410 4 6 1. 1 +67.0,'-67.0 psf 12 ,'3 V'e.. 6 7h e rr aTrie F r- C I a s s an: 01I PAC711 F L 2 0 4(3 8 + 6 7, 0,-6 7. 0 psf 12' �,, 31 2 6 7, er a-1-- F bw e 1,- C ia s s a,,,,, r, oot �-.3tar (IM PA CT) F L `2 0 4 7 0 + 2, 0, 0 �,'- 8 0. 0 psf 12,`31 'f' 1�� B. SLIDiNG MI "'N ldows arc Doo.-s, S e i, i e s 4223 F L 15 3' 342. -1, F L 15 3 3 '17L 5 + 4 0, 0 ,'-4 0. 0 psf 12 311'2. PG_7 Series 5573 I N 0 A 21 - 020 +,)8,7.-38,7 psf 4' Peiia --orporation FL 226 4 6 C SECTIONAL V%layr e-Daltor 8000,�81 OCI.r Series 320 0 #1105 f3X7) FL8248.3 +31.0/-35.0 psf '211 3' k,-11!a y r e - LD a I t o SeJes 8000;'8100,-8200 #1123 6X7 F L824I 8. 10 + 3 0. 0 -'-313, 5 psf 12, � 31 `2 42 3 VVayr e-Daftor Series 8000�,8100118200 #1124 ,"1 IBX7'� F IL-824& 11 -3 +34,4'� 8.3 psf 112,,31 `23 D, METAL LOUVERED DRS (_'LrrE-;_ D'�vtslor of AArL_-�G, �Tc 607,77727,747.anc 847 SiJi i U 4- -g;e Pairs of Doors F1 115371 N�'A (see irst s ht) '12;31 2. WINDOWS A. SINGLE HUNG MI VV .-,,00ws arc Doors Series 185 FL17499,12 +60.0/-60.0 psf 10/8/2, .3 PGT Series 5500 L239, 2 N; "A: 711`3&`2, 5 Pella -.-Prp-o r a t i o r Series 1 FL 11206 +35: 0;'-35, 0 psf 61 T2, 7 PeiJa �_.oqorathor, Pella 10 Series FI1-16603 + 6 0, 0 t,'-6 0, 01 psf &22,12 B. HORiZON1.AL SLIDER 11vil W ard Doors Series 188 FL15351 -1 + 5 5, ',11 - 15 5 .0 psf 2/ 1 &Z -".,4 Pella -orporatior, Series 1 0," 20 FL11161 +30.0/-30.0 psf 3.'27`21, Pella orporation Series 10 S i 1; c',,; r c o ttv F L 12- 8 11 N.,,A 5/25,Z. ",I C, FIXED MI W rco,.vs and Doors Series 185 FL153491 +60.0."-60.0 psf 4;,3.'2C __31 PG 7 Series 5, 5 -4 0 L'2)""+ 3 5 N'� A ^ 4,''211&`21'­17- 4 Pella �­ 0,�o o r a t I o In Series10,20 FL6694 + 5 0. 0,:- 5 0. 0, psf - 7,,'l &'2, -4 pe'I{a ,-,orporatior 10 Series F,a,ge Fx ec FL,16280 N�'A 5,4 2, D. MULLJON 1,0 � Y� rdo%�6�-s arc Doors PG7 Series 5764 Series 5501) FL15353,2 VA N11A, Z, 31 4 2 51`26,, .1,3 E, OTHER 3. PANEL WALL A. SIDING Jarne> Hardie Building Prot, Cerrpia-ao S:C ­C and HarcliePlank Lap Siaing FL1311942 1 - FL13119.2.2 A B. SOFFITS A si dE, o o a mdi V e Slofft FL15272,1 - FL152272,22 FL R5 -75,0.,-75.0 psf + 54,2,1-54.27 psf 2- 1 7,,3 Z 0;20"�3 kpna A��.�niinum, irc. Sc'T�c: arc !Urn Soffit C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tat". D' rr e ­S o!, a!, 2 4 , N,A `7 -12," 1 6,, _5 B. UNDERLAYkIENTS 7 a m k (forZ'� e R c o f) 1 '5'b ­e-� 't U-ceaymert FL12328 N.:A &'29/2,, P lA yglass USA. Inc. ,for Tie RoofI POLYS", 7J 10AX FL5,�.-59 N/A 12'23 C. ROOFING FASTENERS NOT USED D. ROO F V E N7 LA TO RS 7w on-, )s or A rc h, M eta' Con', cl, Off R�dqq Vents F L 169 11 8, 1 FL169,18,4 N/A 9/9,'2C JFiorica k1eta1 Procil-cts. !-c R\11-110 F L 2215 8 0 3 N11"A 12 /3 1 /'e 4 JLorra-co ,,-c DA-P:xa--st 'Ie-' FL i 202,1 +97:5-'-97.5 losf 122i1c., - _�5 E, ROOFING 7LES Etora� �,�e 1. r� " - a 9 0)'C', —, 78.19, -�7 7-a�- 4, - N,A Z_3 -( Boral Tile Saxony 900 FL7849.16 FL7849 23 NA 12. 5 F, I'vIETAL ROOF DrexE Metals, Irc, Dk1C 100NS. DtvIC 1150SS. DI-v1C 175S. DiJC J 20-S. DMC 5V 1. FL17679.1 +0;1-180 12"31 I — 5. SHUTTERS A. STORM PANELS -%,'.31obE,' Protection Products Ga�,manized Stee! Storm PanPanesFL150761 2 FL15076.4 � NA 2 1211/2', 3 A'.1 Aredcan Shutters & &ass Ga!:Ivarized See` Storm Pa-els FL17869."' N,I;A 12/3 6. STRUCTURAL COMPONENTS A. 1v1jOOD CONNECTORS,` USP -')tnctural 'C'onn, see c,rart ANCHORS Skilp�3on Strong-7e see 'r,,,a I -t F:F B. TRUSS PLATES '7,T',v' E i_'lc�rg Comporents Alpine Trusts at e s Eec I 9 9 9. 1 - F L1 99 9.4 N�A 'I Z'3 1,`e' I-vii 7el Inc. Truss Plates r42.97.1 - FL.2197.5 N, A 12,`31, 2 4 C. ENGINEERED LUIvIBEIR VVe y ci.,-t, a e L. s e ir Rini Boa,c. ' v*.+'_. I SIL. LSL I L6527,11 - FL65127,5 N.'A -10 "31 D. MA7_E:RIAI_ Cast- --,rete Corp. H'gh Strergt� Co:rcrete Lir+eis I NOA 20-0630.15 N 'A - 9,1 'It 1:; 2, -3 %-lorr-,ercial Concrete Products. .'.-c. H'gi, Strengti. Corc,,ete I rte's F1 1774 N, A 5,125!2, -4 The products listed be'lo%v dic: root cE i, orstrate product approval at plan re,�ew. i ;Xicerstand that at the time of irspectior of these proc,.,cts, tine fo�'�,owing information must ----a avaiiabie to the inspector on the jobsite: 1) copy of the product approval, .2i I I�_•A'N,7 7 I �j R E DATE m a It r. -ie I f t., ne- .1, of Me -,�; a ill 7�aat. ln! :J r I :; of ,t m- -j­c S�:.n&trds Produr I Approval Application Detail IiL 12iL jj,�Cy� 14d,11- �Ul at" t� Ja 11 VIM _3g fjl2nyal APPMA-0 uilu ;,v PS ­,,Tr rc, tw V­ ZMAQ ­4,­ sdI-, �r IN Dtse WH2 A -'A Yo. V`l I VA N%k Y&z ies Yea 401 F L� 1,1-W-ft ypn_� gag-,, or A 'el, I .t , �lwid,i Depertmpr; olBustrc3s & �­ftn­cna, 6togulkatcn 0.91-111g C0J.'s. a-,3 Zta-vjards Piodijct Approval Alplicafion Derail POP De� Pf I L:A_%AA_Kltus_a Vammod 31ftim1w1 Fag Ana t,* AP.-ted 10, L I LULJ F 0 CL (a) U) 0 0 (3.) CD LL. CIO 0 Cf) -0 E It 0 &Wko " 0MA_-)94 'JI, lymwa PIP112 nHVt4 oJ1,". LVE V N Virtual i view Assistl.,C- Plans Reviewimpleted and approv(d for compliance with the 2020 F43C 7th Eit ition by Debra Anne Klaifir P%2300 Flo,ia;a Elepa brod bas nes, & PrcfesTAtl^al l,. .:ion 0: j"r :T US V41" SWIRPt4 FX A=(­M Aie�V_-d > at; 0 0-ft N.-atmo E)Or 4,�vj DAr. It, ?vhz rhftmd. kr Ffgmrq 4-0, At brida D. pz rt Gr-. of Busrlxfef:,Y Lna Pqulat r, C) PLAting CrA-11 P ar 1U3XJaT& .7 A*-. 1 Product Approval A r4sliCaU-n Delail 411 Craw IAMVJ LN V,&1s1.d nW �,d P�e p­ A- Weu, r,_` All, Id an co M A KU UAJ![,4 P "Jill I ", oplail N LL SHEET kC. PA 1.0 Ftorida Department of Business & Professional Regulation Page6 M9 Building Codes and Standards: Product Approval Application Detail F L192WI-RT Enur 'e Cate Perdintl VersitNl s1:ENn,tteu Flit, ACNlniya' Mitre etl aslatug • rcawon 2R20 rra-Trt, CRrperamr - Slere dasPenen - E Ryan J K,ng P E IGr! 2. 1 rise _ .. 10A r202 .,. _.. ?r,srro^1 . A1apr orm Category: 6terocr Doom w ISU01 UZ AQ8 ... (813) 767.15%5 !SubCateipory: :SWangrng Exterior Do., A3sernloiea s}a5persctrf$diemwalr, .; Compllance Methr E,,oluator Repatlrom a rn F i, a g 5 c-.t-.. or a Licensed Florda f'_It2G.Y.1-+?7 Product .2u hrr A--- A-Tc red fur Vie Apbrowd lo- Jae 'n a:i VISion ti„�rY1a Pectturt T1'dM Nunn her or Name Product ofterioaotr Cront 13 T hxiblratlon 11af['. In IIVHI outst9c HVW_ Ness tan! fYes^:ar:rn. ' a IrE-:-.,r 1 . :,- ,r,. n: :w,d ,SFrncth- NorTilral 8&R30.@&gal4.Non -Irrtrect&quat_ Coaque _'+1' - Ion,iposete Edge F,berg Faw Singly 17 o Onrswrlg:fCh,tsmng X co"hgumtori) 2 b Therna-Tru Eikaur:CPassm; and SrintAh-SW Nominal dda3'G:8&qucA hJgn-Irtg3ate&quoit Opaque IZTJ I illoz2- .rL: Yes na-.1 WA ;,omrogts Edge F"',;;Lasa SFg,e Coot -th Sldelee(s) r,...ngK).b& Rl XO• OX a'OXO mnfq Ybcnaj .9: c Therm,Y.T ru F'*.w C.lpwo an-d '.inadmlh_ +r Nom nest 6,6tfa°Yd',R 1Lqu�;P#an.l rrT,mafhgvet' Opaque rVlV:',Y12i r:C Yes M NiA: Finergloac f -posite Edge Double Door +tea a vdhout Sdeliies !I1,svdrly0uta+anp. XX x Jl{,'7 tSmfiquraaarls) ,i d Thermal Tru FiLiat-Clarsr' :and Sn'ar,th err Norn,W 7$r It 0 &quct:Non-Irrvgcawtd000t Cipaque Iirr3112:1K11 Nc Yen Nti N.lA Cgmpo's'ite Fdye FrDerq Wa6 Shn9te Di v (tnewrytOctsvang, X 4mrrfiguafri,; 5 e Themes Tru Fiber Ciasak: arc SRY'kYlr-33f Nor.':'„I'ae39,a&-ALIMNon-lrcgalt&quot-- aqua 12/9112C22 NO Yes N: WA inn r.,•. ^::.: ua rt'we FldaDfg fasa:ilgle Cent„ With Sr,- F"' .L II r.R r g O'ieoJerka XD. 'D'y V 6X4 13 1 Tnerrne-Tru Fiber-CIa s . ono Sot C$h-Staf t`k.:: :.. -. ::: ,eaquM:TJnnlrap. SYSqurcnE rpaklve 1 J3lrrD,'*.2 1•10 -Yea N4 14r4 Mbargtass Single Dorm g, Theirs-Tru F,bw-C; s and £rrquth-Aar :. ' GauotiJarFlnpaCtdigWt oPasrNe 1^791/292' F4v Yea r'lu MA . iberglas, 5oglo Doo, aattl . r, I•;t�PGhisweing, Y,O, Ox'.r OXO ' - h Themna-Tru Fiber-Ciawx. end SrnooN-bT.ar at . - dquotNenl mpa:X,CgLcr. opaque 12r3112J22 No Yes NO WA f,:cr-pos,te Eage Fberaklaa Double Des' rAB, ar 'r+Wart `'sN]a.IReA IlnwdngoDutsAtng', XaE or DRXD Hones) '3 L Therma4m FlberClasaee and Srtnoth-Star 'i><3a.� aquor Nontmp�rtaquF. Glued 12131r.-r22 No Yes NO NIA � '1e F l 7 4 1 4• f)rJcr 1U I Thelma-Tru Fiber -Classic aic Srrloolh-tar I. �. 1 •.::,:joL 'Glazed 12l31/2C)22 No vas 146 N{A >or Am .: Hess 4::� groxD 11 k T herrra•Tru Fiber-Cll s and 6rmmolh &F>ir - -_Non-Irnpx1&qu:X Glazed 12J31Y20-- Nq Yee No Nth _ _ ... Ibor;r r}SY Dou24a Door im" Or - •umxmy0u 9RRAq Ax or uXXD 12 L Therma-Tnr FIGerClawll and Smooth -Star _. _ :: �gJatNon-ImPact&q,atlt CaLu*6 IMIrc'{322 Aki `=es NO VA 1'? wn1. Tr t- T- F7drrt DaRflr. and Snriooth$!ar r r-FJ.>n.l rn 9'8q[af Q.- 1.2J31d2d1'22`, NO Yews f 1. IPA _ d n . L„r a-.35a Smolt Door With ,- _ :reslMr+gtiA.tsring. XO OX or CX9 la n. TheamaTru Fltia, Ca35,c and St-" Wit=.,- it - L:' 8qud"4bi'jmref8grlot, C,kazed 92P1120«.1 NO yD$ PXa NPA. _. __ .LlbePgBas� Single CJoar Tnanra Tru Fbet-Cool and SrrYtn J�ar - ,.. .,• art$gtrt. Glazed l mlrSSYY' rib -dos NO N/A DWI WR3a nX el 4X0 16 p TAanrPFTru F'lou•Cb'rssn: and :;rraroin•5?ar fJU _. „ - r'DeL1AgiAX glazed 12islr= NO Yes NO N7A C ."bie Door:4Rt ear :, Wing XX or r3XXl^, 17 q. Thefrra-Trtr Frbw.Calsse and:Srrooth Star fst r R-;rz-rat 5a.; .B C.quc_.t, .. _'aaquC 1213112(Y22 No Yes file WA C"P,41t. Edge Flber,t _-r,.', Transom {InsrirgMJuha�nrl:u, � 4 a1 .ati'�rl) 18 r Therma Tru Fiber-r-lainaad moth Star N•,lmrra16Af4'MM.A&gwtNon-,mpa::&quci. opaque I=Ir213'22 NO Yee roc WA Corriombe Edge F bergras . Sing k Door .With - vr• rl m 'I Yutsvar a,:.-,, altos^ (si. and w rarv3ur 9: malnrlg, uJ: n. UM'. Or( 10X' COR14OL'ahenE] •' , Their-Tru Fber Classk: and snloolf>-Star Nom,. 16U3n,@ Rquat Nan-� vaclaquat Opaque t_/j1r?= No Yr hs NIA Co,^,poa to Edge Fttetglave a Doo, -th side,'Ite,st nnatwPngw�rdsw°r1g. XC. OX or C>rXO l der :..I1 Head and Slit M flq BIEeeKj -,- t Theme-Tnr Fl bee-Caaw end Snoo1n-Store 1,41"-air3eO Rial NORJ hyAotilLquet, 'D"gue t2f31 r20-22 ND tea NO WA C:.r r -. !•, =r!ge F.bergklsa Sleigh LRRW -th Sd-'.Id ,•vr t ouliewtryj Xt,, Ox a GXQ Cy - ,krwd co nit t],:r7epQra)' u Therrra•Th; Flber.Clasak' and Sinn bit Sae N::- trot Nnn.rnlrgciaquei, Gl_W 12/31/2022 No Yea No WA Ca, , tr• _tige F ,oerrgtaYa :urge 13- -ft, :511:x :-::I.nsWing1C1r1t ,,aril,, . C =._�_. nr oxr [.. Fed area Irl :,, arse. :2 rThrcrra-Tru Fber Claasrc and$inootrFStar N_- -sRa.O Agtx?-'. -- :--3'azad 1213112(M No Yes No NiA -':: P ,I (rSH#IAYg1f3az rW.i x.; 4 Y QXG aria s w Thorrtu-Tru Fiber-4!atook and Snmolh-Star . _ - S# @ Sgcra.' . -eruct, Opaque I in 112();-- No Yes "k, NA .1; kri}e Fiberglass i.:r, --: rlts vain Vencd - a. is na'rnnglrJukr,wrrR - .'-k', e'f Xyy',iy: 4'ana) 24 x Therms-Tru Peet-Clasvc and armxh Stu Nom,na: 8&A3rr :•1. -1,.: _ .. :. -:.::1 .- 121311202i No Yes Nc__• NA Cbnlpor+te Edge • -'- - 'mac (KkLll' SedeJ9r+(s) (InYW4r(L Ll , '., ,: canhg-bon.) 25 y Themla-Tnr FKer-Cdsaic and moef^UStar Nomine: rlae ;a AgaYtl`:-: r-ral_" --'arm IZf31r2022 No Yes ND ni,A + o,mpoSde Edge Fiwgla" 1Jov Pam •. -,T,, vented s6c4/R(v (inYWln ue;' n2 Xk X, . , '1:,:,xx aca,fguraurm'�RS 213 z Therma-Tru Fbw.Cir 5d and 3mgotn•51ar Nominal 138Jr39.0 $glrctNan-Im'paAa•luot Glued 12r3lro= No Yes No, NVA Composite Edge Fitonro ss 0" PPnela will[, Vented ScietteXeq pnawtngPt7utawrrg )O.CYJr or XXXX "T.;xaflons) 27 ref. Therms-Tru FrberClas3i: and Sirtooth-Smr Nominal W39.8?Cacx1:NORIm fK-d8qu>X Glazed 12f31129Y2 No Ye, NO NIA Composite Edge Fltxrgbss einge Dior>ath WW,0 , ck.n[W,,'s) (lnsrwngiUuYawPng XCr, OX a'OXC G(N,1±gurallan4) 26 zb. TTierma-Tilt Freer-0,ossk and Srooloth-Star Nomu,al 63031)•R aquot Non-Irr}aciaquot Gazebo 12131f2(r22 NO Yea lit, IWA Cornlposite Edge Fiberglass Dou>de Dior with 38d139 W Sidelates (I'�nawangdt2utsvJng. iaXkD wnfgursbcn) 29 ze. Thenrwrw Fiber-C'aaac aril Srroom-friar Nomnal @8ar39.0 8quot Non-trr;aC1&quot Gazed 1^a,731/2C+22 No Yes F40 Nr'A Ccnlpoarte Edge Flberg leL3a Si ge Da;« Rosh 3011),0 %de1W,$) (Ins-ngr'Dutsrarxp, XL I: OY or OXC -11,uraliDns) 11alo 30 A. T)Ltrrna Tv F ber-i Tripe, and Smooth -Star 1Yrnrwl rl Aquot,Non-ImpaotAquot Glazed 1213172D22 N}a Yes No NiA CJmycarte Edge Fiberglass Double D».v Rol}, ;S$iP'"J.d,R SKECNta5 IPrt9G^MngrOuffiY:nng: Q.KXiWI renhgUFahDn} 31 ae Po rral 721,0590 aquotNbn-ImpaelagLxt Snakes 1213V2CAZ' No Yes No NIA Series Composite Edna Glued Aborgim Single C,ito, of "vehoA ISLXIF" .2 Wo teW jnR,.'gi0u113YreYg: X, co: 1C0 41OXtD GDnrr afanbfM.� Florida Department of Business and Professional Regulation Building Codes and Standards 115/2022 Product Approval Application retail FL#S259-R31 90C1e Edit Y-X Date prte dte aitaltus Type Version Manufacturer Contact Egin eer Validated By Vatiaatxl carbine ear Fending Ap rp oved Appro,ed F{eYi:.ldn -'y'C PC'L✓GLA.cy'-"�USA Maury',Alpett, License dohn',hd 11L125, D.J 10!2 r2C;,s FBC 1J15 02': C,atagory: Roofing S 4233133t'Uemalplipoly+glass.Corr: Rote i l'`ile.rnirlerl Knez,eYicll, PE 9f2i2I9.Y:etf Subcategory: PE-58-66 OF,41,772.6224 - ti,C1127 v undel'af r11erits Compliance Method: E.raAlatfon Roport f-om a Florida Regls.ereo Architect cr a Lcensed Florida Professorial Engineer FLt15259-R31 Products CuRrKY�. f.��.tt• i su Af t U-A"-L�y}ltnl U Im(e, 29AW S�•q fir_ rlimlurt Nlssor'karl: Nurmlar of N w "'Odu,r�:1 Dc"6 a4 arts �.SP+ tan in H ,47y ,w N,"�,F{ Re -I 'L,wN ftma Date Poly'rda.sR'DMUndedaymem' RaodngurweriayrreMs 101: G22 No Yr. ivies +WAI-6225 Podygfass Roof Undellayments lHWHZ) Poll woof undenaym ent:'k'r u&a In FB'C IZ22=3 Yes No `dA NA HVHZ Modi ilcn'Y: Palygtass Roof Urloelayieents(rvan-HVHZ)Potyalass rail unaenaynt arts. lo4 use n IM3(+C27 N3 -es WA .WAJ-022 FBC: non^MVH7 jurisdictions payglassRoof Unoemay+Rents(HVHZ) Palyglass. punDenag°mDoltstouseRnFi3C2t2P23f2d23 Yes N( WA rtA, HVHZ iJriadi I,arka 2 PDlygiass Roof Undertaynmis•:nOP44VH£1 PotY91J$sIWu1rdW1aym acts, refuse in IV23l2t723 No Yes WA +WAf-4322.5 FBC non-HVHZ iul dicton'sl n n^ r PGy�assRr J...,elafiner-s',FfVHZi Pglyglass roof Lmderlaym arts a use nFi4C:171i3riQ33 y es No ru A WA HVHZ l iedidworla rye 2 Poiytiass Roof Uncelaymen s (n',a,-HVl-Par.) Polyglast solar urWeriaymemts, for use YI IM_=1023 No Yes WA +WA/-622:6 FBC rmMiVFEZ tunfollcu s 1 Po'Iygla%%Roof Uroebyrat-tz,H"i Pgryglasiroof undenaymectsfor us- inFWIZil2YX23 Yes No WA WA MHz iwnadrcrons. 2 Pwygl2ss Poeindedayallents (roar-HVI-1Z), Poyglass roof urdenayments,'u use h =312C23 No Yes WA -WA/ 822.5 FBC rlon-HVM2 jurisdictions. 9riullfy c7 [.. �� .W,gip), r�ynrrraetu,r RMsen L �'il NT,M rnC Cal,gpry Strad wool Canquor.rm sWbcd.i -. T,usa Fla" Compel - Ma1Noe: Ew.drdl Report rrem a Praducl Ell -lion Enfay 1` 42107-91 E, a nlaum $ -SL ez N%Tff Numtref ' i Aft Yi4H.5 2 14 83HS 3 all is e WTI"- . e T6,1q:, Mitt 7 " W7.Y+ rlorda'. k ria'€at'..erli of BUSlrle$s S PfCfessI.Io^'al t c,, L. atior' Fav,202 Sulldwrig Codes and Standards 3A Z1 ProductApplrovall Applicatlon Detail &A,tv ere �11 ar317, G P•, 'i.,a Carlow Efwba.a a are r,aa 'v:Jl: nss s_. Va:la.,: a1 3uNnRbd a +� �rw:x rj-_;rI ±d Re - it- bvolese WC 161.1.1TIn ,rr^Rra ILLC In ti.raivadnrr'it,rore: 0ties}2,'21),3 n;,f„gv'tg22 Di!0112c73 Ggxwed (%Z av'61333 LLC e,aeldtnttmr �m +N`.:: r_ _ i Cl II u..M:11, famdaG Orsa 'ohon u .rf -car tl on ,ki",r�uvol.'ol 1!s, Ca P 1, KA2 A- +ad'cr area inside f Z_ i R at k Pie,>y 11 go NOt si [Balch %cdnntt?af lA.W t4 ga a Pw to w*bah lRost to i icn Prate f ,?:fir 7124 r., N/A NIA tfa ga lRoss_'nedrw dab IM11.2iYi'4 ws Y. w(A NA 1498 blob stsNgli rim con'lecla plate 12 laO24 Yes NIA N/A .4 ga blob YfI glh I . _t-!ar plots 12131=4 +, vas NtA NM fa ii bpaS Slenneae'f peaka3 1 2131,20?4 r,,,, Yea NIA NIA ?afro. bairn nrd. Pro- 1'+'3t ^3324 e.r Yra WA NiA :rt- 1,-- -_ r I 1- ..Hass & P{Gfesslclnal Req::4snon -- I r,'. -1:,1.:.,i :: ti `I: - "r'r�Jk32ien 3n. , i �2F, and Standards r'S,n? 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I �x it -I triformil"rin feger,"Ini Flaltia:, frRitrwOr L�rxlw�r 0,piri �5�141`111 ifli t4ftVr.i 1`7(Ajin[� Welix, 0 �i m ,dj;i ni w t1cirizig s 4`)I­A�Aje Prorli� Approy*t r r,M W FL$i F 00 0446-RG FL#1Wtii' $eq # Froduct"odel Nlirrbero,-Name Product D&,Lc riptiQn Sec? 7r Prodtjrt f4cidel, Number or Naitle P nin it uct i option Fred w - t Ii c.; t I Lj r n bo r KL i r P-od,l -,t DL•-,c riMok, ',j -- t; ;Aetll e,e S Masonry Screw (F N-SS) I Aa,ri steel masonry screw -L A- -^3-1 A34 A25 A L, - I - 13 4 4, A PA,5 A PV AaV.46 _eots Angles i C!vi NiST1. - CP Cot"id taoy 1E)44R, Ai L,_6ft Ai AP13WR P._l A= 31U10R. APVE44, Poi E30sft �_K CS,16, CS16. CS20, i' Curled rags FL#95"-i AW688. Ai 0 AP'4APV 1359- t3t-,. 1D1DR Coiled 'Stiazis A APLJ, 2 6 APDJT2,i C-, D_ q, fiot,'D '2R-4, AP'VDJT2-6 1e Deck Jost Ties Cumprelsion!rensior Strap Sc,g lit Product Model. Number or Name Product DeScnptiqn 6 I 5= ­_v= TSP Stud io, Plane be I _SDI 0112 DrjB Outdoor Aocrertt:5 _ionnecli Screw >iH46R APHH610 APHH61OR f 1j, jet 7 1-1 MLIA. H2,5A, H?, Hi T-1bt,, Hli HI6-25 Hurricane "-es SD9112, SOG22112, S010112, SDIi Strong Di SC Ccriedcr Screw r P p 3 APT4 APTP, Ai APVI 6 APVT4, A;"r5 ..rn to_C:olumr 7rift 8 1­I<-- ', HGT 1, Hli7`1` 4 Heave Girder TieCICWLI SD9112S$ SW212SS Strode 11 $0 'Canned SS Screw r, '-•i24,APLH24R.APU-i26,,APLH-*R,,APLH210 APLHIIQR i. gets I', HS24 Huricarie Tre 4 ',,DCF22434 SE)CF22512 SDCF22614. SDCF22700, SDCF22858, SUCF221014 Strang-Drrve, SMP Timbiar.CF Screw ii,.Z % -.j - o. iramictor IQ HSS2-SDS' t, _Vit52. 2liSDS, HSS4-SD_';3 Heavy litud Shoe 5DCF221134, SCCF221334 SDCF271958, SIDCF272358 9 0312ZCK47 in Tes 11 HST2 HST', li 1 Straight Straps 6DGP22434, SOC;P22512 SEXP22614, SDGP22700 SDUi SMP22912, Stroing-DrPive, SUCR Timber-Cp Screw 10 CoTL3Z L,,"TV "JIli C4. H37 12 H' =lt t H' H -4 e.. H J` r1530. HTS3D4 Heavy lwst Strap SDCP1221 100, SDCli 134, SDCP27jA00 11 047-14 OeCir I is I I: r 'L it " Heavy TwstStfap 6 SOHR3140C, SUHR31614 Strong -Defoe SDHR Combo -Head Screw 12 US 14 LF-1 A I qh' Floor Tie, :'anchor t- SDF­:- 34 SOS25200, SOS25212 SIDS25300. SDS26312„ WS-2541 2 Strong -Delve SOS Heavy -Duty Connector Screw 13 1 �_s r,.,, is LSTA9.LSTA12 LSTA15jS_1A18.LZTA21 LSTA24,LSTA30.LSTA36 S*aiii Straps 14 F..1. J/ "Ing" 16 LSTM, LS7173 SIi Straps SDS25212SS, SOE2530OSS SOS253122-61, String -Drive E-08 Heavy -Duty Connector SS Screw is 17 I-Ti LTRW B,dq1rfi SOWIF27224, SDWF2726, SDWF2730 Strong -Drive SMW Floorito-Picior Screw 16 t- H = H 1 OA-2. H1 i H 14 HGAI 0 H-i 18 LTS12 LTS16 LTSIR, LTS20 Lqh* T�., I . tS?rAp 17 1 1 Jorst Tie 19 K#.GT tAL-d1Lri1Gffd0f I *dc-r 16 1— X j t,4-1,727. NISTV Ii MSiti,30 MS7'7- S traight Straps FI U1,X)07-R8 19 K-,- 1 21 MSTAR. MSTA.1 2 IMSTAlb MSTA18 VISTA21. MSTA24, KlISTAW ri 02F 1.1 TA49 Straight si 20 L-1 L71_ _1_) 22 I`JST[i;28 NISIG4C Mc,TC52 (r41�TCC1.MST1;78 Saali stlapt. Product Product Description 21 L 2, MSTC48B3, NISTC66M Pre Rev: 13tlaps I ATR&8, ATRVZ ATRW ATR314 Three ted Roos 22 24 NqSTti MSTI36, M$T146, IiAST]i VISTIT2 Slasghtstfaps ATi ATUC6.2, ATUD9, Airi ATUD9_3L ATLDI 4, ATUDI 4-2 Aluminum 7ake Lip Device 25 1-171li-I -25 firi"S 12 V17 S 1 t), WTS 18. MTS-20 TIATIr, 4C, PITSM, fVT S30C EP1.02, EPI/2-3 BP5/6-2, BIP-5/8-3, BPWAI, I51-jf4-3. EPRTU03.4 Beanng Plates 24 LS-5%j21r.,Lam, L--_J_'. d t't­.1_1LZ 1. , �:L. L Z Ftii 26 1d(i;A2XIO-12, l4rA2)(12-12 NGA2t,B- 16, rNICA200-113, f4rAW2.16 briclginq 4 Cf,AVY8 CNW112 Coupler Nuts 25 LSSR 181, LSSR( W 7 -4,5`,fIRIL: I _4TLT74 11^1 Fj_-k! Iri I 1 7,eyDle HRqtj 27 RC&D-12, RCW614 'ball a Air Q TUD55, CTUDsE,, CTUD66 CTU1076, CTUD76, CTUD77, CTUD67. GTUU68, CTUD97 Coupling Take -Up Dev;oe 213 L­FP4, LT R Tre U51 28 RP518. i RP528 Re"" mate St ap r L Dqa, CT UDQ9 27 WL237, kill_242, Mi r4l_287 %11 '1 it 2P RSP4 r Corrirecilw 6 N3, 94, N5, W Heavy Hex tqu-� 25 WH( P_-o -I,-- -_n 30 SPI SP2 SP4 SP6, SPe J 1m: Lt, 7 RTUD3, RTU03B. RTUOL4, RTUD46 RTUI)5 RTUDi RTUD7, RTUDO Ratchet" Take -Up Det,,,ce 29 Ngri tLi ;l. J , '' 1-T 31 Sofia. SPH45 SPH8 11 1 -Iare De 6 TUD9, TLUIO Take -Up Device ?-Q MMLUZj. MMV.,2i tAIVILL1125, Nilli WIL0211, LWLU;3*. MMLU1311 e0iftiL q, - Facint -iir. - 1 3� SSI1 .5. �.5 -SS�. S--4.5 C,7t J -1- 9 TUW38 Take -Up Washer 31 RBr_ REV-P Root so"odary Lmi 33 ST9, ST12, ST18 ST22,,­3r292 ST2122, S7it­ 5 ST2215. ST6215, STi ST6236 Straight Straps 10 URS3 318 Uplift Rod Run, Tedown System 32 RST-3 Root Ifte-l-DoLfa- 34 3 Ti FB3C 7836, T942,7248 T654, TFLi56 TSW Terser, Sndgriq 11 URS4 112'Uplillft Rod Run Ttn:1o*,n System 33. RTC2z'7 Raid Tie, Cornectors 35 -.*­'rTW612 71N814 Wall Fir acir g URS6 MI'Llplit Ron Run TeAri System 34 STc ti -,- T t:i 36 1 VanalAeli Girder 7.edC)wn LIRSO 3J4 Uplift Rod Ron Tiedawn Syslerr, 35 Tii T-:--7 Truss ­'ack -Dins 37 1 0180'28, 'ArB112V513. WS143C 36 Z2,Z4 Z44 Parriv Stilterier C195 FLM0441-R6 FL910531 -R- FL#104P-R5 .5 @,j Product Wool. Number or Name Product Description Sea 9 Fro4logfAQUel NuinterorName f1i Qet5CW)tlQf) I I-T_- Hold-down $eq It Product Model. Num ber o- Name Product Description CBH2 37x5 5, CeH2 37x7 673, CBH2.17x975 fl Varge's i: T-DC1014. HUCIO722 Hold-down nH=P Adjustable Hip and Connector CU OHU, CH J7 F series h;trpgers of E)IJ. CHU) and lop-flarige (13HUTF) hangers 3 HDO8, HHDQ1 1, HIL-1i 4 Halel-drawn C, DSGip Dial; SIrjtC,,rriPt7i,­ ii E in rfarlths ariging from 1-9i18'ip 3-9,'18" and he 4 HOU2. HDL14 HDU5 HCU8, HOU 11 HOW 4 Hold-down Gable Blaine Connector I 1,om q. I 13'' to 21-1 S1 6'' 5 HPA28,HPA35 Strapistyle Purim anchor 4 HCP12, HCP4 Hip Lerner Plate I-1: 63SL z I 25.6L : J -` _ _ _, GU5.62-SDS, HGU7.MSOS. HL hangers 6 L57H[)8 L5THD8RJ Strap -style hold-da*r - HHRC42, HHR,i bl ­41 --t. 1 1 _7� 37,5 12. Heavy ;-,p To Rdge coonii !,GUI, Ui LLB - NIASA t%4ASAP Founriaw anchor s1rall, HHRCt t tit•;IJS rf"i ha-)Cx,-c Face-motint; strip rr Z 8 NPA132. MPAI" Strap -style punin archer a 1 81, HRC22 9 PA18 PA23 PA213, PA35 PA51 PA68 Strap -style purlin anchor LRU26.LRL,12.8 Li LR1_2l_; Hanger - 3L155-Si HW3;!, 62-SDS, HHGIV GCLSU_Q HHGLf 25-SIDS. Face-niourl? haria-s 10 1 PAIr. PAi PA135 Sttap-si i artchet 6 LSU26, LSSLJ28 ILSLS1.1210 is cabkr5krvabie U 14a,vjcr 11 STHDIO STHDI0RJ btrap-style hold-dowri 9 TBEA. TS5�6 iq Fi,ihartcer '26 4,4 S4 ­J�, .2 FHL)Sr.�`!D-2 ri�fi -LiHUS HHD 10 HHU55.50t10 Face-rratint ilarger, 12 STH014 ETHDIARJ Step -style hold-dorr TO 'i Iiii Tr_28 21)+1D 11 THAW., THA213, Ti - I ­t. :'2. _1141' AAC-418, I FA422 Hanger 7 HSUR HSJ HSLIRC HSL]IJEpreslitari C;kjw,,L,_ - i ji - gem Aivatlatte in wiilltns ranigrig I THACA22 THA426 T i A4 I A,, ':, :" i - As ranging from 4 ?44"to 15-3,ift" 12 - Tfili i THAJ2 X120, THAl2 I H�, _� 2_* IH-'.l i 1HAWLI-) Zpd for 1-Joisorce'd 1 ��1-Joists C.L fidngt� ­­%,iiarr fHSi ,, klSi available for 21 13 THAL-422, THAR422 doublit, ' X and 4X Troi only aclita flange ol concealed 14 THJA26, LTHjA26, LTHMA 6 1 HI L.123, Hli HTU262, rTU2e-Z i-JU210, havgii 15 THJ1W 4-SaS3 THW2-5-SliS, TAJ_ 21i 7-,-_, ill T, 9 F U, H IJC s,,( es hangers 1: It - 16 TSBR2224 14 1!7' and heights ranging from 2-76" to 19-114' Concrale f .r 17 VP.A2. VPA_25 VPAS, VPA35. Vi vemon, il-LILLi avattaii fora models having vMth ei I- 15 VTGR greate, than 2-96" 0 H LICC I F, i l;:-L021i HJCQ21G-3-8rS HUCQ310, Face -root int hangers Simpson Strong -Tie 2020 FBC Approved Products Updated Simpson Strong -Tie 2020 FBC Approvec Products 0 Simpson Strong -Tie 2020 FBC Approved Products it ILFRL Fa wru i t. 61 T t,,t• - - a­a-u­ l 2 i Li it envt ha nge­. T op f4rige ilavqem jilattable (1) "wilh of I Will" and hegilt:: F L 1_0 LEO- EK -b S0_13V.S7 '��/LUV 4 12, t 3L, to 1, tringic o_Ti Sit. BV 3 56 SIL W.1 1_1 1�6 Sir FIV4 12 SJLFV4 28 S&GV4 76 SiLHV590 - WokZ series h ange s Top flange Nwigere avalia0e inrA") of and Ittlili ]2d21 Number or Name _q S`LTTZQ WT f _, I i .1 Fri firi0ovois i ' jli1ijS'e10'4 i: I w'y, 210 SW ST60. SMST Strap1 l 13,,,fl I 23 LEG3 LEOr, ---C-7 beriss narges Topfiartgo hangers availietle invActihs ranging 'torn 3-IX' to 6 li HRS6. HRSIZ Soap "tars - S­>4 Si Stud F-11i e. 718" and heights ranging from P" to 33-112" 1-2C,-i2iC ^_ SD,,-, 1 SDS, WiS joist Hanger SSP OSPTSP Stud Pi 7 c, 24 I.L-1 e, I 'I _e, Top flange hangersavailanfe in w0ths tai from 5-1/4" to 1 4 -.- , T] -� 11 i-Lill f .;2H3 THGUH4 Joist f1ai 23 StC UTZ Tfuts 718" and heights rangin Itnt, P` tz ?2-1;:' - THGQH3_SD94 5 1 HGO144 SOS8 iow Hanger 24 T3C2_' 25 Id Top flange hargers, jvailat$e rnwdihs ranging from 1-9116-to 1: T I �Ist Hanger t-j:i 1!8" and he iF r 1 9-' 14" to 24" 26 PF, PFS, P-L F1zL Tcp flarrge,ijt = j t, in woTt of I Wile and heights ranging fir , - i = FIL-011 1473-1 FL#1 3904-R5 27 RR Ridge tatter c D r-, 28 VIP series hare, rs I op fig -Li hanger o -z 3 e in wdth% ranging from I WI6* 110 FroductModel Nijnitx-ru-Narw FrodLict D.--'r-pingin F,Qduct Plodel, Num bar or W-Tre %9 arid heights fa� 2 g 14"to 321". 1 TA-210 i iss Ar, not masorty Per Caps 2 K;TR. FCTRHL FG I LLH: i f44 S,-SOSG CCTQMS.5C SDSG, OCCrriNt3 �.2-SDSG ICS::QM462 S()SG 3 Hji H18S, H16-2 Hlf, `,S LLCCV&l 513-SiDsc. FL#10860-R5 4 HETA12, Iti HFK�J, ­-- I Ii,24 HETA4C F-_' C, LQM3 62G-Kf FUCL(W 4 TX­K T, f-CCi Ohilii 502� -K"T, F:L.Cl_ LC li *21G -KT. lfvla�;nni i Gaps HETAL17 ill rt 16. FIFTAL2C '-,,J El�GLLQMU1;L.,QKT E C-(;(.;LRQNU3A32G K-1, F_Ct:LF1,Qr0D4 52C, E�CLLQMQ4.52Q Sea FrQjUCtM0d0f NLmbero,Narne _cviploon Prod licit Dg, Kr,EC1Z1.RQfAD55,i P-iA44 /,J,444L�PAi,6. nIiAW ABA66R FL t I NX HHL-FA24 HAFTA,10 :,I Ti uss Anchor' 3 W.Ufi 25 HGJM550, HGLJMZ i HGUN47 2S HGJi 00 W--y Masonry Hangers. AB'J 44 ABij44R. ABi A61146R, NW5-5 ABU5-46 ABJ65. ABU643 A&J66R ABIJ88, A:sjI;staii:)IR Poq Base 6 Li-1`2. ­-LS'25 I_GT4.3DS3 J.- ­1 4 LrUtA,&2 LGIJM26-3 LGJM264. LGUIiA28.2, LGLJNV&3 LGIJI,112s.4, 1AA-itinty Be -Ann Hangers AdUi ABL;131[j ASU1010H ABU1212, ASU1212R 9 LTA2 GUW2103, LGLV210-4, LGtki GUM48 LGUM410 3 ABN44Z AB'OWFZ, AP'll'ifli ABVY46RZ.A8W66Z. ARWi A1BW7-7 Adjustable Past E?aiin 10 META-2 413, Mi MFFA24 META40 s Anchor WSHA3 12/9 25. MBHA3 12111 25. WHA15617 25, MBHA3 56,09.25, MBHA3 561 1-2z, Nuxorry 100 Flange Beam Hangers 4 X14, A04R, A;i`F, ACIS ACOR ACF0 Post Cap 11 -.t="CM40,W-frCM60 156/11 88. MBHA3 5Eil 4 NIESILL 5i 6, MSHA3 5618 MeHAS 60,7 25, EC4, 13C45 &CE.R. 5C8 BC52-2J4 5C52-3ffi Post Cap 12 14TSM116, t.1- 1175MI16 HTSM20 NEHA55009 25. ?V19HA5 50111 25-.WHA5_5W 1 88 WBHM 51 MBHA5 50,18 _17144. Cr,-1 -.-A.- CM Embedded Column Base f."AS SW 8 CE35Q44D�­_ C--:rQ46-5D$2, C5W66-SDS2, CBSQ85 505Z BSQBS SD52 EMWO010 r-fi Blase ILL UUTIL13,561-25, MBHU3 5W1 25, NISHi 1.85. MB"U.3.51i ri,181-4U3 61 Ws-pri Beam Hangers 8 CC, ECC. 7.- _!, Series Bolted column caps with, W ranging from 3-14' to 9-1 rZ and FL*j 1496-R5 V13i 56118, MBI-IJ5 5019 25, 1111511 25• Vi 15W 1 85 M8h US 50114, W2 ranging from 3-518"T07-1/2" ir,Wk;550115 MF,1411550,118 cco-SM2 5 F00ii-, 5*Wes Strervvtld cxplumn raps with W1 ranging from 1-114" toCl-11Z'an1f jiggLifst ProductHodal Number o,Nj,nQ PE2duct Oj7 ranging from 3-5r8` to 7.10 L7TIZ Ii Ile 10 CPT447, CP766Z. C�PTW Concealed Post Tie Pase 2 1411 li Bo[rad Hirlkloyri FL*j 3975-Ei 11 b>B44A, EPI344. EPB46, EP555 Lribecdoc Post Base 3 1 HD58 HWB, HD919 Wited Heldicer- 12 EPS4Z Embedded Post Base 4 1 HTT5, HTT4344 7ursiQrn -:v, �# Product Model, Number o, Name Product Decription 13 L,1344, LC666 Embedded Column Base 6 LrT19, LTT:06, LTT131 Lgrit 'eni �D4iLr-2.3i SOW2Z3W, S01,V22439, SDVr=7458 SClWZ2trCC i EWF`-PLY and TRUSS -PLY Sci 14 LPC:42, LPCi Light Poet "p 15 NP(344Z, Mi MPMaZ kbrnent Post Base L­ Tr,'-JSS Scr�fi- 16 PB44. P644R, P1245, PSW PE?ii Embedded Pea lirase FL#1362T3-R5 :Ii t, 19600DE, SDA-H 1981 SO%*4 191 X 1IV18ER-HEXScr&N 17 FBS4L PBS46 FBS66 Embedded Post base 4 SFY%c,,'P.2710"_� SDWH271120DG Strong-Onve SU'All-i IINHER-li HOG Screw is li PBVIC Round Post Base Seq # Product anode Number or Name Pruluqt Description Slronp-ort;e SILMIS F k..WW;Scree 19 P044-16 FiCAli RC48-15 FiCi POW-16 EPC44-16 EPC4i EPC48-15, Post Cap SB518x24 S13716x24, SB11 x30 :J-)r i e 22'411) ,-- L -DWC122512, SOWS22i Strong-Diue Sli 7:rAj3i Saefo llrjtejjot Gfidri Foci Epceii 2 GSTB16, SST820 SSTS24 SSTL)US ,-;STB34. SSTB-V- SSTE16L, �Tlb.!jl.., 62.'L b A1,Chor Sots -7, n, 5DWSM1500 20 1 PC4RZ IpC8Z.RC5RZ.PC:8Z,RC8RZ EPC4Z,EPC4RZ Epicaz EPc6RZ EPCaZ, Past Zap SSTB28L Strong -Drive SOWS F AbE R Screw IEktcior G,adc, FPC8RZ 21 PPB44-4Z PPB"-BZ Post Base `3-)"S2231121.i SOWS225120M Outdoor A"c-r i ATall Vfroc-d S-evir 22 RPRZ RnbroM Poq! Ease FLPIU72-R4 f, S-)WK7300SI,' SOWS2740USS, S6,,W,2750,0SS, S[WS276051,S SDWS276C;CSS, S Irani lAPFR Scre,� S 5 eq Produar E!2[jfi f4lim -h,-r ry NAme EI-ELI11-1i) �.nVon SOVW113400 FL010i 00ST12 t­=T -,14 C-516, CSTI 6 CSID, CS21, i7 i, I 'd Hi'li T- Li t 1 1-iA 12_ F I i All 8 F HA:IL4 F HAat.IS T-1 2e, M 4m` T I' ;,S Seq X Froduct Model WeriberaliName Product Description ti % -_ tl�NST'_. L!kli I A IF SA Foundation Anchor 14TE1t I I I I ! ., .11 1 ­--. F 1 #1 ";;_!-R1 F;=P i Retrofit r-w-datiort Prate 4 L57A I �T 'tT - I L'STA 15, MST .18 Niii A-M MSTA^4 CH46-6 GH4i Of-14" GHA", GH41 GH4`1" GHEE 3-Hi GHOi Qi Girder Hanger LLL - - LSTA-.,a _�. � it .�_l L_.11_4 _ �_ `,2' $121.- ST2215 Strap-- Sea F'oduct Model, Number 0' Nane Product Description 8 GHGI 0.6, CH610-8 Lt t � 1p "Sga T,,rs Pi 4 CLE35A, GL658. GLU5C GLB&D rL137.k GLE713i, GL87C GL87D Glilar- 1i Pli L l". L -'- _ ? '_ t-,, StenqthTruss Plate C-LBT512GSLTS12.CLBT516.rBL76le,GLDT$20GBLT"2 Glulam r;*,-,a+g Pla:e L ­1 2 r. LTS15, LTS20 :]t) ga T r`,L,­ 6 F�LRA H31LBB, HOLOC, HGUSO heavy GILL-ril Beanri Plate I_- A_Ki t �-8 STi ST6224 579, ST12 STIB S-22, `,AS7 r 28, MSTC40 li j _+i - 4 A- I Hing,ii --i 7 HGT_2, HGT-3, Hi Heavy Girder Tiledcwn 10 LIST :��_ � i �_._ - I L­ - -,,� Strai 14 ga� i urpli Uniii I Foundation Plate 17 N-Si2 T�T �, ATSM M7830, MTS24C, PITS" Nledij,-q -wist Straps IRFr UnNersa I Retroft Founclator Flats �ib` ad, Z�Obj.l`l �L,113237, �V]621 56, SIB-1 66, 12 auto�13, S,'S32, _11B4 DE, 'Tp Flange cost.'-Iaroers FL;F1 t730-134 12, SiiU4 2h SL1L,L 50 S/8A21.jZI(j SII, 12J12 57BA2 I2J14, Si84A.18A3 S, A4.118i'10, Top Flange Joist Hangers Model, Number 9, thmne Flrycluf.l D"cription VBA.4 15,12, SIBA4.1$114 Fir lip Azne�­e Anch.), r: -+ri 4 9+ 1 A Hurr;gno :;e - - - _.. L L f i, 'r. 1 /6 100, GIH Gas -actuated tattene% and ssserriltiies is SCXS SrHf)8n, S?HCt0S SiiHDIOG �DISS. SVHD1511 Hokluwqs i =`­,:,!L . "I" P­Z,.'- F:r,'',- PIii pt""VP Puff' M Viilr i Powde, achtated fasteners tnreaded studs, and assemb, 16 9H D-04, &HOUP SIHIOL, 11 Hokfcwrf Ii lt.j•p". - K i i -PA or"RHIA9, PTRHAA 1.; :::(j1_,T SfFjC7 Jost Hanger, 4 ., I Aoll-esirve Anchor Licit concrete M F i W Df"Li I RI; 711Lqct b > (D 0 C) U01 C C) 0 © o © > E 2 ClO C' Z W J Simpson Strong Tie 2020 FBC Approved Products I" TIC T ir _Tl Tjr7.ii,-',_:r1,- t IL A_ T1 ir A, Fiji; I -R8 Producl, Model Number or WaTif, Product DP%i;Fii X L- tier Ill -­f­­,:f n 1; ARM %: 09?k fit, T Wiwi JUL 2 2023 FiijjI6937-i I A �119. > S&�jj Fi '11010:ltl N1J'1jRtLpr Oa,& 0 t, - _ I 2u:­nv-tAA -e=uzi Vol X171-i ­41, 41'­I"�7!r,� _'4 . T X1 -Ir 1. 'ni vow Virtual Review -Assist, Plant Review e- completed and app yad 7tfor compiwith the 2620'FBC h Edition by Debra -Anne Kla1rr,PXMlffl Ink ago 4k I I P 4r,.,) Cn R,-- "a'I --r r sits r i 1/'Mai ­-_tr r nisei r - CIO R Lij I q ID d. SHEET NO, March 52023 r PA �1.3 MIAMM" WAM-DADECOUNTT PRODUCTCON-MOL SEC TION 11W SW26s7w F.0=102 DEPART&M�N'TOFREGtILATORYANDEC�;OYNO)BC RESOITILCESatER) Mz= MrAs 3311 lf-24?4 ROMWA3M CODE ADIWILKISTRATIONMISION -NOTICE OF ACCEPTA_NCE CNOA) 41 1IT44F 190MA211 IF It JIG A A 0 Q11 *11 -.11 1 # # g I M M-I PGT jnjU`itjj*-1,. jluc� NOTICE Of ACL (TPj.-k.1;('E: EVIDENC E -SUB-NITITLI) 1. Exidence subinitted under pre-tiou N OA A� DRAWr4_-nfS 1. N-lanufact1wer's die dfaw-inzs and ections- 40mitted wider Y0�4.`(�� 114 1107� 04 Draw= No, talee 'Vat'%zl -Shdizig Glass Door _NOA sheets through 21 of prepared by = tnufacmet. dated -, 0, Q; 15. wrthrevision, A dated 04 05,47- stened and seated by.;,.. L-van'.Miller- RE B. TESTS L Test report on 1) UnifortuStati; Air Preisme Iest_ mFB(. ILAS `,01-94 2) Lage 4%lissule :nipaot Test pet. FBCT � TAS `01-94 26 S4 39) Cychc Wind 11 tenssiire Loadingm FBC, TAS - - -u- along with inark-ed-up drawings anc insiallation diaprain of vinyl sliding door. prepared glass bv F�nestraticin Testin-a Lab. Ins-_ T -st Report No- fI­I_ 8"! 17,,A ated Is 2 07. 15 si.gued and sealed b-N Idaltrit's Ortegi P� E, (1� repofrT revissed on 02" - 15 14 6 and 02241 1 6,Ft 2. Test report tin 1) Ar Infilzratio-. T., es�, - ptr FBC TA S 2132-!)4 2 ) U ni fo n u S it i t I L A r P r e s s, tire Te st � p e i - F B C. T. k S 21 0_2 - 9 4 3 - i Water Rtsist ac,ce Test � pec FBC, T.-kS _210-2 -94 4) Large 41ifissile !n4mct Test per FB(--'. TAS 201-94 pt- FBC. TIAS '03-94 5 ) Cyclic Wind T. ress;Me T - 6) Forced F-atn'"esT. per FBC. TAS -102-94 along with niarked-up draivings and uisitallatim d iagram of vtwd shd mis zlas�� door, prepared b,v Fenestration Testirte Lab� lnc�. TI-st Repott"No, FTL 8546. d ated 'I �Cji` I Z. iagned and sealed byldalnus Ortega- RE, J6- I est report on 1).AkInfiltraticr Tle-&t� per FBC-.TAS 2021-94 2) UnZorm Siati. Air Pressure Test� per FBC_ TAS _102-04 3j Water Resislxce Tmr per FBC, TAS 2102 - 9 4 4) Laigge Missile- ImV. ac t Test per FB C. TAS 20 1 -94 i) C chc Wind 1, resstire Load in a per FB C. 1AS, -1 0,04 4V 6) forced Ent�ry "esi � per FBC � TA S 2 02-94 along with triark-ed-up drawiugs atu� aitallation dograin of vim-1 sliding glass door. prepared by Fewstral ion, Testing Lab. Inc, . T -st Report No, F TL 8-447, da t ed 1RI-4 i I _5 . signed and s � a le d b, Y I d a h u ii -, 0 r r e g A � P E. f7e, -; r e p or t r e v " d o u 0 2: 1 � 5 - 16 ) 4 Test report on 1).kirledtiauo, Iresi_ M FBC_ 11-AS, 2,02-94 2) Uniform Start, Air Pressure Test- per FBC-_ TAS 202-94 3) Watef Retistw,ce Test - per FBC � TAS 202-94 4) Lafge'Missile impar-T Test pef FBC TAS 2101-94 5) Cwhc Wind I resstire Loading per FBC, TAS 203-94 6) forctd Entry'-est2 per FBC. TAS 20-2-94 along wab mark-ed-up dra-vings and iiistallation diagrain ofAwd slidirigg S!":- door. prepared byFenesti-ai6onTestiag Lab- Inc- T-st Report -No. FrL8548. dated 121C41 signed and sealed by Id ahnis Ortega- P E � (Tes report revised on 0 1 -0-4 16 and 0 2: 1 I'l 6� Product (_ oncrol Unit limper-ti-sor N*OA -No, EmprAtiou Wte: AprLl 14,'.*0' .6 3 Approvill Date: Niarch " f. 20!1 C GI Windows and Doors, Inc. NOTIC E Of A( CE PTX\ CE: EVIDENCE'SUBMITTED 1. '-\LALTERLALLC-F-RTIFICATIONS�(cout--Mu(,) Quanex Part Supet-Spacer, Standjdconiplivirig Condwivity -4 '141,17TR-Pass. .'LST"M D398-- Cjx-\�-_en-Rass. AST 0_8811 BTU­iu-- hr -ft-'_0F. ASrj1 F I E "IQ 0 LG Durabihty.-N-No Fog -Pass, ;Snbnoftied rnteh-� pr -to it N0.4.\_�)� 15-914&0�651 6. Quaite_x Part Durase conl:V�yiri -Y with ASI'�,�l C­5 18 Themiai Conduf_-Ti"ty 2 2121 B-n:-in ASTIM F 1249 UVIT -Pas;. ASTIM D 1434 A.,Iqou Pennemce-Pis,_ AS-IIN-1 E 2199 1 G DurIability-N-o Fog J'� STM E Ad Del,,; Point De-velopinent -1(YF in 48 hri� (Subruined ituder.I60A.Vo. %Lk,303- 11, Voluntary SM-ificatkin � V ision F -3 con phmg with P%4C-A_A_ _xtrusion& Lid- Par! 3 � 3 for Figid Poki--�,myl Chloride E_�Ierior Profiles for Vision ExTilisions. LAd-AIX-1 by AANLA Fenestration Fxterior Pro"ile Certification Prognun. (Sitbitfirted nuder _V0.4 Vo. 11- 0409#5) 8 Vision Extrusions. Ltd, Parts com. �h�ine with PVC-A.A.%LA 303- U- 40itt ined underA-0_4.N'o- 15-0. 40. ��;i PV 9. PVC,'-AANLA 303-13, Volutitary 1� pecificatrou for Ri2id Pohf-vitr;l Chloride f C'� F_xtency. Profiles for Vision Extnisions., Lld.-VEX-1 by AA2%1A_ Fenestration Exterior Profile Certification PrOZML 10� Notice of Accepiance No. 18-M-14 issued to Ewra Fenestration -Solution- USA. Inc. for their "Tan 3040 & light shade luott-wbite) lVinte Rigid PN'( Extetior Lin-usioni foj7 Windows and Doors-_ expiring o 102 04'21. 11 Notice ofAcceptauce No 18-01-L.021 issued to Eo-n-p. Fent-stratrou Soluilon_ USA. Inc. ,14 thea sews Allite M& PVC F_-, fetior E!iwusions for- Madows a -ad Dooi­;­_ expunig w 0 f;­iS,­, I-W Notice of Acceptance No. 20-010, .03 jisued to Enffg. Feriestration &olutiom USA, Inc for their 'Bronze & Ilight shade c.-p coated Whitt Rigid PVC Exteiioir fxn-usions for Windoxvs, and Doors-_ expiring o 1 (416,25- 11 Statement lerter of conforinance to FBC Edition (2020). dated 04:2-2,220. issued by rimufacturer. signed and sealed b -,Anthony Umu Millm P-E 17. Statentent lettef of no financial i: iterest and off indepeudew� iwued by timudacturer, dated thony Lynn IN-fillef. P-E. 04 "19 0,, signed andsealed by _k Private Lab�luw Agreenient do<unsent between PGT. dated 03 30- 15 and s=ed bv all a,.vl-ved pavie& G. MIMS L This NOA reNis*s'_N-0A# Y7-04'.10.06`P%7Tw,CGI) and updates roFBC 202LI (vhr_ditiou)_ expiring 0,+'") 1 2. RI E R Te st pro pos ai s �'l 9 -115 5 d il ed t I 10'. 0 a pp r o ved tw Iss b q I C h an d _- P _1 - e x p if aig 04,�: 14,21 Prodtirt Control Uni; Supervi-or NOA No� EmpirationDjLte, Aprill4_20.26 Approval D-Aw Marvb @'-I PG T Indus trie,% Inc, I NOTICE OF A( CEPTANC E: EN"IDENCESUMM TED B. TESTS (continued) Test repciv on 1) Air Infiltration Test. pe.- FBC_ TAS 202-94 Uniforin Static Air Pressure Test. per FBC T-AS 202-94 Waier Resistance Test, per FBC. TAS 202-94. 41 Larze lkftssile Inipact Test perFBC. TAS "01-94 Cvclic Wind Pre_i�aire Loadingper FBC. TAS 203-94 117 orc ea Ewr; Tem. 1w FBC � T.AS 202-94 along ivithniirkitd-up drawings and insallation "grani of vinyl sliding glass dom prep by Fen"fation Te�mng Lab. Inc- Test Report'No� YTL 8549, dated 11 -06,157 signed an( sealed b-� Id iln-�- Onegga- P_ E_ (Test i-ep-w- re%ised on 110415 and 021146) 6. Testreport on 1) Air Infiltration Te-st. per FBC, TAS 202-94 1) Uniforin Static Air Pressure Test.. per FBC. TAS 202-94 ils NA, a tef Resistance Tes t � per F BC. TAS 210 2 -94 4'� Larg e Nfissile Impac I Test pet FB C. T. k S -10 1-94 Cyclic Wind Presswe Loading per FBC, TAS 203-94 along ivith inarked -up drawings and instalbirwin diagrain of viwd sliding gim door. prep by Fenestration Testing Lab, Inc.. Test Re -port No� FTL 8552. aated 11,04- 1 _5� signed am sealed by Idahnis Ort"a, P. E� i(je,.st repoir rexised on 01 L5 7. Test'reporton I 13nifortu Static Air Pressure Test, per FBC. TAS 20,21-94 1 Large Missik Impact Test per FBC. TAS 201-94 3) Cyclic, Wind Pressure Loading per FBC'. TAS 203-94 along with maiked -tip drawings and uist allation diagrani of vinvi sliding gWs door, vrep, i-7 bv Fenestration Testing Lib. Inc.. Test Report No- FTL6638 (saillples A -I thru A`-'). d 11,10 M siened and sealed by jorge A- Causo. P. E, tSubmitted underN0.4.Vo. H- 0167�M 8 Test rey)on on 1) Air Infiltration Test. per FBC. TAS 202-94 Unifomi Static Air Pressure Test . per FBC, TAS 202-94 3) Water Reustance Test. pet FBC TAS 202-94- 4,j Large Missile Impact TesT per FBC. TAS 201-94 5) Cvchc Wind Pressure Load:agpff FBC. TAS 1_03-94 6)Forced EntryTesi. per FBC TAS 2,02-94 alang with =kedd-up drawings and installation dtag-imi ofviwO sliding glass doof, prepa.,. bN� Fene-mation Tevuiz Lib, Inc- Test Report No YTL 63357 (sainpits A-! tbru A-5). dat l2'*X,M siped andisealed bv Jorge A. Causo. P. E - �Snbiniaed wider N0_4.vo. 11- 010 11 0) C, C.kLC I-LATIONS I Anchor venfication calculations and structural arialysLs, couiplying with FBC-2014. preWed by PGT_ dated 12!M 15.-md last rei�ised on 0-1 1 5� 16� signed and s-ealed by _A4thonvLMWet.P-E GIAZIng coniplies with ASTNIE- I 300-09� I- 2q 1. Chauda. I Product (outrol Unit Suptrv. NOA No. ' .1-O.'C' Expiration Daw April 14.21--., .Ififprovi I Date: Nfare h E 10281TIME1=11M .Nj2TI(E OF .1CUPIANICE, EVIDENCE $U.NUTIE 3. N eNr E vidence S ub initted A DRA M " FS G S I DTawuw No. MD-5570,0 Rev R titled "Vinyl Shd ing, Glass Door NOA (LNU'. sheets' tbrou v-b 21 of 2" 1. prepared by inanufac turer, dat ed 10, 0 5 15 wid, List mnsed on 02 `0 1 signed and sealed by A � Lynn NMer . P E � Note� Dris reviston consisti replacement ofsame existmg installation screw with flat head. B. TESTS 11 None. C CALCULAT-IONS 1. None D. QT-.AL1TYA14ISj7R -(�E� 1. Manit-Dade Dtpartnwnt of Regulaton atid Econonuc Resource�, (RER) E. '_\LA6TERLXL ( ERTIFICATIONS, I. Notice of Acceptance No. 19-,03055,0_1 issued to Kai aray America, Inc. for their "Trosifoll Ultracleat, ( lear, and Color PN*B Glass Inteitivers". expiring on OTt 2 Notice of Acceptance No. 17-080&0Z issued to Kuraray Amej 'Va. Inc. for their -SentryGlasf t0ear and Mike) Glass lnterlayfrs"� exp=g on 07;0*23 A .Notice of Acceptance No 18-1106.10 issued to Vision F-mmuons Limited for their "Bi C oated (Tainted or Lwninated) Whive Rigid PVC'Exteiior Eyff,mions for Windot .and Doom". expliring on N, 30,24� 4 Notice ofAcceptanceNo- 18-1106. 11 issued toVision Extrusions Li nuited for th& serr� "VE 1000 Tan 20-1 and lighter shades iNou-White) Rigid CelhtLar PVC Extetior Examsious fov Windows and Doors"'. expiring on 12 '29,�'21. F. STAMMUNT's I Siareux-lat letter of coufonriance to FBC' "0 Edition �2020,), dared 02,0121. Issik ruanufacturef. signed and se iled by Anthm� LynnMMff_ P. E� 2- Private Labeling Agreetnent dated 03,0&.21 beri-veen PGT Industries- Inc. and lVinclows and Doors Itic- signed by Dean M. Ruark. P.E., V.P. Engineering. on beh both c oulpanies � G. OTBIRS I Ms NTOA re%-ises S. jvnevvs -NOA;O 20-04!9.09 (PLA Nv,CGI), eXpiring 04.14-26 2, The current associXed PLA CGI file 92141205,01 exp=g (4,14 20, M oT I, Lh,aq 1, Chmuda. Pl� Product Control Unit sup+ni-or Y*A No. '.I-OZ05.03 Expirasiou,Datt, Aprill4_'026 Approvil Daw.March I I �*� I Of 1. P -1 E. � 1. 1 F 1, BAI FT -1 1 L -1 F 11", 1 A 1- F F LY'l I I �A Lit'- "oll 11iff. 11 1 �t llc�l Illitt t)wq J� T i U A N, fk- I P-01 o., I j 1- - A -11n i�i- vat If-i �1 oid, -twl Do�li A 0 T �-��,ut _T_ XA1 if V� R �Ztl 11 V FL-0-1-11-1W11" fsl IN L11dolIV- laid, D!_��-i fT, 7 4' 4-i� M B T i_E j L �v 7 P 111- iK T, k T)t,,lo 4 0-d L N I I i 1 1 nd:1 U�T,, i�' '14. JUL 2 1 2023 virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 W Mi 1111111111w, SHEET NO. FA 1A SHEET NO. FA 1A MIAMI•UR►DE MIAMI-DADF. COUNTY PRODUCTCONTROL SECTION DEPARTMENT OF REC:IILATORY AND ECONOMIC RESOURCES (RER) 1 F805 Sid+ 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, flotilla 33175-247 t 1 (786) 315-2590 F (786) 315-25 i9 NOTICE OF ACCEPTANCE (NOA) — www.miamidade.eov/economy t - Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Ilse documentation submitted has been reviewed and accepted by Miami -Dade County IRR- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority (-laving Jurisdiction (AI-11), This NOA A hat t valid e it w 'I' e County Product Control O shall no be d after the expiration date _fated bolo The Miami -Dad C u odu s.t Co 0 P ry Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and die AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined b y Miami -Dade County Product Control Section that this product or material P y fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the I-ligh Velocity 1.lurricane Zone of the Florida Building Code. D'ESCR.IPiION • Cast -Crete 4„ 6" &12n High Strength hPrecast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No, FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, b Craig Parrino. P.E., dated March 24, 2003 and Drawing No. 1.T4612 titled "Cast -Crete 4", 6" & 12" prepared y 8 g Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a pennanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting. the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed; then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thcjob site at the request of the Building Official. `this NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1. 1-1-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. /tl t UAMHaADENOA No. 20-0630.15 � r ,/ Expiration Date: 09/11/2023 j Approval Date: 08/20/2020 °�� 2e�7aZo Page 1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ## 1.8-0424.04 A. DRAWINGS 1. None. B. TESTS 1. Atone. C. CALCULATIONS 1. Atone. D. QUALITY ASSURANCE 1. By, iami-Dade County Department rlf Regulatory anti Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. C'ompliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc.. dated 08,108117, .signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. 1,71)4612, titled "Precast anti Presiresi°ed Lintel Details", .sheet 1 of 1, prepared by Craig Parrino., P.E., elated March 24, 2003 and Drawing Alo. LT4612, titled "Cast -Crete 4" 6 " & 12" LJnlel Safe Loud Tables", sheets I through 3 o0, prepared by Craig Parrino, P. E., dated 11arch -74, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E, on January 22, 2019. B. TESTS 1. Alone. C. CALCULATIONS L Alone. D. QUALITY ASSURANCE 1. By tMiami-Dade County Department of Regulatory and Economic Resources ('RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. a C le my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Cast -Crete USA, LLC NOTICE OF ACCiPTAN( L. EVIDENCE SuIIMI I lm) 1. EVIDENCE, SUBMITTED UNDE11, PREVIOUS APPROVAL 903-0605.04 A. DRAWINGS 1. Drmving ,Vo. FD4612. titled "Pr c a.sr and Prestressed Lintel Details ", sheet I of 1. preparedhw Craig Parrino, P. E. drued .Afarc'h 2-t, 2t103 and Dra)ti•ing ,'w'n. i,7�6J2, titled "Cast -Crete 4", 6"t� 1'"Lintel i�rfe Load Tables", .sheets J through 3 of3. prcparecl hs; C'rai I'cn•rino, P.E.. doted A-farc r 2-t, 2(1()3, last rc visre}rt �/I dated :I rd _'"`+. 20ra 3 br,th g P dramings s ignecl uncl seated bw' ( wig Parrino, P. E. B. TESTS I. 7',sr report ern„jlevurul testing t+r) I' 6 I2'' PrecastConcrele Linlels Dille°d arad Unfilled Iola/ Iol1s, o r'J3� ea ,-rrtc Jrlrl.1ecr er s. 1r 1 T 11-5 , -) prepared l by Applied ('.',.search Lahr_�ratorit Report No_ 30404A, dated 04,,10,0 , sit;rrc d and sealed by Christr)pher A. Hannon PE_. C. CALCULATIONS 1. Calculations for Cast -Crete Liat 1s. dated 0_-.,2+) 0', 707la ge' , prepared hl i'r"al,ti' Parrino. /' E., si,) ned and sealer/ 'iv Craig Purrow, 1'. J•:. 2. Calculcrlions for Cast -Crete Ling ls, dated 05,, 2?).tall. 1-40peaae.s, prepared 1,; Crar{z Purrinc). P.E., signeelcrud sealea hw C'rmg Pat rino, P, E D MA"I`EI1.I/"►L C I RIE C � , I' 'I ' �"i ION; _ + , . • a " ,• r t, ' a • � ,r le Precast Lirrlel.s revise. d :rrr , fa ' 1 1. C�utrlatt Swslerrr allrrrrrrc'rI for C a_ t re tc . Ir.rr hrr ;.. 1� c y 2002 2. Cast -Crete Quality S stern Mani d Ii)r Pre•;tr•c used Products elated 1002. 2. EVIDENCE SUBMITTED UNDEI- PREVIOUS APPROVAL. # 08-0320.09 A. DRAWINGS L Drmving No. FD4612, titled "P ecast and Presires:sed Lintel De rails ". .street I of 1. prepared by Craig Parrino. P.L., fated March 24. 2003 crud Dra�vmg Ao. 1.14612, Lille d "Cast -Crete 4 ", 6" & 12" Lintel, g1te Loud TObies ". sheets I through 3 of 3, prepared 6y Craig Parrino, P.E, dated aMarch '4, 2003. last re°vi.sion dated ,tfurch 11, 2008 B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By .Miami -Dade County Building e ode Compliance Office. E. '.MATERIAL CERTIFICATIONS 1_ None. -AleFmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20--0630.15 Expiration Date: 09/11/2023 ,Approval Date: 08/20/2020 E-1 Cast -Crete USA, LLC NOTICE OF ACCEPTANt_ E: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMIITED A. DRAWINGS L None. B. TESTS 1. None. C. CALCULATIONS 1. None, 1I. QUALITY ASSURANCE 1, By Abami-Bade County Departou tr of"'h'r:gulaloary and Economic Remwrc es (Rh,R). E. MATERIAL CERTIF K,ATIONS I. ,lone. F. OTHER 1. C"ornpliunce Letter with the Fi wida Buildbw Code, 't)1 t diiion. issued bt' Cast- Crete USA. Inc.. dated 08jOr4. sil;ned & Sealed hi CrUig Parrino, P E 2. Compliance Letter with the Fi wida Brrddinl; C_ odc, 2020 Lditiori, issued bw. Cast - Crete U.A, Inc., dated 06/11,. 0• signed & scaled by Cram Parrino, .11 1;. x IlelmN A. kar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 1•; - 5 Cast -Crete USA, LLC C NOTICE OF ACCEPTANCE: EVIDENCE SUBMEITED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS I Drawring No h- 4612" titled "Precast and Prestressed Lintel Details sheet I of 1, prepared by Craig Parrino, P E., dated ;March 24, 2003 and Drawing No 1,T4612. titled "C'ust-Crete 4 •", 6" d 12" Lintel Safe Lc)ad Tables". sheets I through of rnx �. prered I J C. urn Parrino, tnc , J E, dated " Jar c h 24, W L 03. la. revi.sion dated ;-Varch 11, 2t,'108, all si"t„ned and sealed b3+, Craig .Parrino), P.E- on rtfarch 22, 201-1. B. E. STS J. V'one. C. CALCULATIONS I. \one , D, QI;ALITY' A S S U RA N C 1i 1. B},1lirurri 11adz C�eurntt° Departrrrerrt of r'eruuttnrg. Environment. and Regulatory lairs_ I?•. VIA] IERIAL CERTIFICATIONS F. OTHER J. Letter 1runr Coat -Crete C rrr pot uttcrrt, dated February urtry 03. 2012, .starred and sealed by Craig Parrino, P.F., certifying compliance -with the Morida Building Code, 2010 Edition 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. "PESTS I Verne, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By A9iarni-Dade C_ountty Depa-mient Of Regrdutory and Economic Resources (RER). E. :MATERIAL CERTIFICATION! I ,'one. E-2 letrnv A. Makar, P.E., M.S. Pro(huct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 N ) 1 q7 11 i1l' .r\C t i. P y. ti% , 1 N iDF N 1�1 8 N I I 1 I l: 1) r irlu; laih �.1 17 - Is '�+ .r h G' d w)11?l:Nt i.i 1'=1I i fl 1) S '�<d)i ;, 1'lr .� 131 ,` °�i';'!tt)t' ;I i" i;?F•`; ur .,. �, I , ... 1 nn. t1 1'r n�jllC( t ,i(i ,i c C 3III;)!\t(11 i'I'I>ll (' i 3 JUL 2 12023 Virtual Review Assist, \1n Plans Review completed and a 'for compliance with the 1020 FBC 7th EdFtion hY 0ehra Anne I(lahr PX2300 �d W' I r� (� (D +� 2- O (D CZ © O — :r O LL_, — t� O (3) �- O CIO cl r Cz o Cn Cz co 7:3 CL Akvnft� L_ EL W i <z Cll Z Q �.we�.._.-.:.=a,.,:-�.tiaug�m i-.irewnsamaataJaarw:z-.aaei�ouas.,s:�nswesgia�.-•�-,os,�..amti�s, - SHEE 7 NO. 'A --- I ILI EC'"!0, IN Z -"Fl-L T -E< \C TILLIT TESTING & ENGINEERING COMPANY . .--- � I-- -- --------- --- V`, 114�1 11i�1TJK,P+ Ti�i,�i,*,,�,�,, - r � I ". -�, - � `I;,kL--1- I PRODUCT EVALUATlOt4 RE -PORT REPORT NO.: 20-0728.01 DATE: July 28. 2020 ORODUCT CATEGORY: Shutters PRODUCT SUB-CATEGORY7 Storm Par"Is PRODUCT NAME: 20 GAGE GALVANIZED $TEEL STORM PANEL MANUFACTURER� Global Protection Products Lj-�- 48CO S.W. 51 Stree! -)3vot. Florda33314 L 1, PURPIQK-aF—EVALLIATION: This is a Product Evaluatv-,n Rfstport issmd by Walter A. Tillit, Jr.. P.E. (System ID # 190F) to the Global Pirotectiorl Products, LLC Rule Chapter No. 61 G 2)-3, Method I D of the F lorida Depa rtrnen t Qf 5 usi ness and Professional Regulation. This prodLcl is t)eing issued an Evaluation Report as des-,--ribed heroin, and ha$ been verified for crimpliance In accordance with trie 2020 Seventh Edition of the Floridp Building Coder and to verify that the vroduct is for the purpotie ritended at leasi equivalent to thiat reuired by the Codo Thir, Prrytloot EvAwation Report Shall be subject 1�� review arid ievision in Case of a SullriiNll(yle JaWc that may affect its limitations and condlions , ,, 2. EVIDENCE-SU-56111IT'TED: 2.1. PRODUCT EVALUATION DOCUMENT tP,E.D,;� Drawing No. 20-176, fitted "20 GAGE GALVANIZED STEEL STORM PANEL", slic-pis 1 that 26 o-- 265 prepared by Tilieco Inc;,, 3igned and soaked by Walter A. Tiiljt - !,, - P E.: dated 07�'2812020 This drawing is an integral part 01LIP"s Evalua,ion Report. """, A ........ ,,,,,�,��.R - rizz ,,,,, ,�� � ........ / ,,�. 4, -�"k�.. - '' NC ef . , '' V, 'k - . I V - VS, `-.'� .. -- - : T � -:----Ic- - - -e- -1 - , I .1 , -- - I - Z -, - No. 44167 .1� ., � - : -:e�,,W� I*�i * :* - 't r,� -- . . . -1 I-D " -11, -, . �0, � "�, I �1 Ct G, :��- t . ,� I, 11 11. I'-. opjlDt, �(,� ,;� 1�t 0 - , , � I ,:,�N $1 6355 N.W. 36th Street. Suite 305, Miami, Florida 1�166- phi)",: (3(ii)871-1530-��,,�wi�k�-,,�'r'-�"g ,� I . � PkQk�lj�CL El�.-a�,LL&TWni�EtligaL,(U-.,070� -1 " ,71 TFST REPORTS: 1 - �,, �sile ;mipaicl and fatigue load tests were performed undr� �- � - 1 . �,, I -�, as persectior. 1626 of the Florida Building Code- tjmT-L� ,� �- , '4-j I - - l,er TAS 202 Protocol Test reoorts prepared by Hurricane En- i7 - �� I I ei�flng, Inc: , Reports 9 ��--'��,9 dated 08109/1996, #W-570 datL-Li - - . -,,,� r _ 496-T30 dated 09120!19'�-- -- � ,niere signed and sealed by Fectc., - - " a. P E . Fenestration Testing - 7 - - -,,,,. I Tic. reports # 2032 dated G4 ' - - - a nd # 2126 dated 10105!1998 .-- - - � �-,l by Gilber-, Diamond, P E ar- ��-, T N C. 0219.01-09. dated Marrh 4, i(-1109. -<jgned and soealed by Edmund,,? - -- �-� - ��sWa. P-E and Henry Hattern, P.E, Tt!nsi!e test report No. GICM-197 oy QC Metallurgical, Inc., dated March 13. 2009, signed and sealed by Frank Grate. P.E . Z,;L, $TRUCTIURAL ENGINEE WING-CALCULA TI-Q.N$: On 20 Gage Gnl,,anized Steel Storm Parini for niaximlirn panel leIngth v&� deslgp . wind load, asweli asmaxlinurn andior spacing ,rc design wind load and panei , length based on rat!onaf and cnniparallvig analysis, ond ,r accordance ,hirll section 1616 of t1he Florida Building Code C,alculations prisrAured by Titiezo int- dated 11103,106 and CGil Z�11115� signed arid sealleid by Walter A. Tina, Jr., P E 1AMSILEAMPAACT-REM-TAN-M. Large missile imi under section 1626 of titin Florida Building Code, as per TAS 201 Protocol 4. VVIND LOAM RE$jS7ANCf- 20 Gage Gaivanize<1 .Stt - � �rl�rm Panel has been verified to sustair vvind presllurgs� maxio'.: , . -1 - � I- - �hall beas Indicated on sheets 8, 10, 14, IS, 16, 19, 25 ana 26 � , . , - - L- v_llvation Document (P E.D.) drawing No, 20-176. Maxlrnurn,kn�.L �� � 1 � 11i be as inditcaled on sheets 8, 9, 110� 1 1, 14, 15 1 7, 1 8� 19, 20 -�, I I 1 ,, � ,:1 Product Evaluation Docurnent �P-F- D,l, drevano No, 20-17(, . 5- IWALLATIQN: InsLallatFun shall be perfc-i � i.-Ilyin accordance with details indicated on sh&ets3Ihru7,10thfu2(rI,� -; -12fjol[26. of Product EvalastionDocunient, (P.E.D.), drawing No, 20-176 Minimurr qpparation to glass shall be as indicated on sheets 8. 14, 15. 26 and 26 of 26, of Prodict Evaluation Document (P.E.0j, drawing No. 20-176 . . . . - I""" � - ; , � �`, -e�'" �,I, � ... - � , 1. , " ,,, :�- - �. ,/ " �0 ,,,-::J�, - 'V,I�EIN ��-`-.�, " - � �-" , ' 1�, . � - � ;-� . -' I - - z . )4C,l. 44 ,7 -. - - I - �� . - . . i � - = � . - I - ,­ - ',-1 , ., cl: 4F - - ,,�, -r ,� '�� --� ,�, I I '. , ,,Z�l ,� , I ,��.,�, rl, , I I � - I I "I I I r .�,,I%11 f- - I -- - I � ^-�N-11& NQ-rL- - --- , --- 6 �) � �Sv ri- I'VVAS7 SITINE. 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"'i '011- ��* lat wN� OIN SHEETS a rKToI &) 1, t V�Km It TI�RCI� 0 �U`S 41 InRN�- `,� �Irls It -oo� " WALL-WUi KINQ Q ET OOR kauffba RUILD &h-KQUW1ftQ ALMNAIE �E � 0 I QN I 1EM'; sErJIQN M6 MQUKINg . - 7-AL1 3/6- " �;"! 7/!- 1 I , � I . C�D - EM DWANCE I I '. (SEE sc�li:i� =ON It =V I � I I D, -1 S,�=- a & 9) 1- ,�-� =- l- , I- i " I : � I I i � i I I Ili : 4 . 4.11c"'.1vol., I I1VT1 F-1- W-MMbAM&-xL-5Zz*N5 4- W� rw 6 I l i t�� I :OF & I : - - I t', ,/,I1 .c �, &Q=rTf11A, wou"TINGS CAN, el- ql� � l r , ,-,,,00H;,##ft_ ZO"SLNFM 'N ANY wAy In 51", ANY I , - - R A rj;','%� - 1-- . .-L ....... . --� , , - - - 'el , WSTAI,LA-�% r-4* - , , �� . - "% I � I . , -�'Cft'�-...,.`o !� - ��p 1. �xsr.e,p"ib �11 LL - P �I.OiIDA SUill DING CODE (High Viooc;O� Hu"fe n� Z.ne) �, -,/' - � I I - - 7. �owmcm - . � . 3: 2D G,kGj (�ALVANIND STEEL SIOU PANEL ! _' w 4F.0-W4D , � * "I "I W ,_ � �"zv �,'t- , LORCRE'T w-KI" . . : = I , tse scllr I - , . . I * �, I . ..--.-- -- I ,,.'a WX CoI z ,:R, , . , ...-.-.. - L . I . ...... - - � � r T,111�'cl' III W� �;; , f, I w/n/2w I - �A, �- , -fi-JE—C (j7 GLOSAL PROTECTION PRODUCTS. UUCJ -tE I � �,,�,, .. 40;jjti-� I T--LIJ (;E111-NA AND ELQQR 100IINfa - - J - 1. 51 r.1w , - :� - . , ��f�l . � ILL I IE WC1I­A-1-1;4iT46 -0''.C.OIJ4 I I-- , u),. 'D I" Ulm -ZA _W.4". -,z:, ', . - - -- -- ,I -� I . '111�1-," , __ -�-_7.,�--,� -­ I- ­ I—— - ;- -1.5 '- r-0.4-M' ! 2 -176 ­ �- Nf -� "N111111 - .� -�-tQ !--I - I* �� - - I - i � cRlNN,,. , AN, 9 - -- - . -1 � � . - ,kt�,� " , �11, ,.,. , "71 - 1 I I I - 941 - i - - I -- - I I LkU I , � r % I.i ! � I �, l�� l� I I " 0 1.1 -,� �It-q-";LQI ? I . r 6. IV AJERIAL 1QHARAQTERIS1'I1CS AND SPECiFl1QAT-JQNS: Shat be strictly in accordance with General Notes aro Componprits indicated on sht� t 1, 2 and 22 of 26, of Product Evaluaflon Document IP E C 1, drawing fillo,�1#476. Anchor specifications shall be as indirate,J (in shr�els " 7 -.-Te, 21 -f 26 I Product Evaluation Document (,P,E,D,). drawing No. 20-176 7. L;MffATjM.Aj4D-00N1DJTJ[0NS OF USE: . _ _ 7- 1. -�Ihalf Ix-, strictly in compliance with General Notes No 1. 8 thru 14, indicated on s!.P-et 1 ol 26, a% well as General Notes # 1 thru 4 and I I thro 18, ind"irea on s;,-,et 21 of 26 of Product Evaluation Document (P E 0.), drawing No. 20�1176 prep trad by Tiltw.,n, Irv. and signe<j ancl seated by Walter A Tiri it F,E T2. �roduct may Ue instaNxJwiLhin HIGH VELOCITY HURRICANE ZONES as defir ld on sectirin I 620 2 of Me Fillonda Building Crid-c- 7 3. -'roduct shall only be install" into ruured concrete, conctete block, and woo, frarpe Structures . Pr,,,�: ct Evaluation Report pTepared oy Wanor A. T414 Ji., P E. (Flonds License Nr, - 4167), President of Tiltez;o, ftic. (Florida CA-0006719). . ,"IWIll .... ,,NI',a, - T) ", ,,,,I,-, " Q,,4-, �,,'V�,,.-----------."�,,N i,",t�..-' -",\CtNS6`-."�`� 1� - z -. ' � - �- - -.-.- z - - , "I 44167 ---. � 3r-'� 1,; * : * F = .. .. Z I . 16,1. SFAITE OF .,,ciz S, - 5. 5 �-- - -- �-�,L,, i:� 5; 0��, * I , I ",I t t o - I - .IN."-, $ "', e - - - -... - - � - -.,- . 'PS 04�' 1% ""N"", 11 I t; A ,,- � I "O ",l;wI,%ITI" YVAT4. D �TiL -FC0A0'JCR1qEC09-'9�P,E RiFPORT ;1' I GLOAAL PROTECTICIN PROOLXFS, LLr i 20 CAGE C�AYA I ZtD 51 ELL blofti,` PANEL, ORIAIC42t.176 IREI,)�T #2r-072&01 z-1 I L I ECO INC\:: TILLIT TESTING 5, PFUGINeERING COMPANY --- ------ - ---------- WALTEI(A TILIAL;.- 'L W= x0jit PRUP-M-31EYAL", TIMN-RX, PORT -1 U �! -L-- 1-.�, -')I",- � REPORT NO.: 20-0727.02 DATE: July 277, 2020 PRODJCT CATEGORY: Shutters PRODUCT SUB-CATEGORY7 Storm ParitielS PRODJCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 'Global Prolect-jon Pro.dvr�ts, LI-C 4800 `-;,W� 51 Streel Davie, Florida 33314 1, PURPOSE -OF F-VALVATIM Thi-, isa Prodi-xi Evaluation Report issued by Walter A. Tillit, Jr.. P.E.:Syste ;I ID a I D06) to the Global Protection Products, LLC Rule Chapter 'Iti 61 G20-3. Method 1 D of the Florida DrparlMeri t of 6 usiness and Professional Regulation This product is beinq issued an Evaluation Report as descri let) herein, and has beati veffied for compliance in accordance with the 2020 Savenlh Edition of the Foride Building Code, and to verify that the product is lot the purpose Intended at leas! "nvaient to that required by thie Oode. This Ptoduct Evaluoijtri R�porf shall tie su4jecl to review and re,Asinn In case ;rf ;.a 13301dnq C--,clP cnzinoe that roary Atlect is firnitations, and conditichns , - 2. EVIDENCE $UBMITTEE): 2-1. PRODUCT EVALUATION DOCUMENT �P.E.D. : Drawing No. 20-175, tilled '24 GAGE GALVANIZED STEEL STORM PANEL", F,,x:iets I thru 18 of 18 prepared -,y Tilteco, Inc., signed and sealed by Walter A Tillit, Ir- P-E.: daled 07t2712020. This dra,wing is an inkeg�*i "14p,� I s , . E,,allua�on Report ,,��N-�M: IQI "', , . . - - ... �> "11. .z � . , , , � ,-- � \�, CN,sli ... I',- 11 -- - ----.- - � --- -- . -.,I 1� t-- jI --lq0: i'� , - = . 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P E. ano Ria . i. %. 0219,01-09, date I ��;�t)rv�",r% .' �, 200�) slilned a-,,-" se,flea riy E,11-ur.(Jo Larga3spada, P.E. -,x' Hk-ir-, I !,�qcnt P E L,3rg-- missj;;3 t�iparl and r-.ycli(- loadings per Proto, TA�z ". I � 2-03 ,,Is par -��?c tion � 6l)'-*, ', .2 of ii 1;ond�i Building Code. Test ��,,, i ,,11I7 ..:-,7.. r-7,d hv Amerca I Tg�iiN Lab ol South F;(;rid,�,., Report No. 1 123.01 l.", diI41(.1c1 1`I,;v,!-nt,.r-r 23. 201u. �ilqnud and -sealed by ,1,;'k� E. Gonzalez P.E. Tensile test report K, �,�-�';'i- i �;�- .;,, '--,C Wel-31furIOtal, Jr;c - &iEk:J March ', '.. 200;j. sigrect and sealed I,- Franf� ; ,`;%f!�I, E? c:. - 5, pt, ;,.S'KA !: E �ind I ersijc� I -.�Ii aI; I . - � I per OC MeWfurgic.r., . . F,�p,�,rz '4-:,, I )?q1-1 --. IS', d,i�ed Oecurriht7r 1 2111 I' ,,,qnc�ij anId sealed by Jo ffy a,;;t,f,w,7,, 0 E -i-,� -xr AST�l E-3. 2,11, ST-RijiCTURAL -�,IGINEFRI:16 QALCQIAT1ONS, On 24 Gage Galvar, ; Stf-, '. ri:,-(,) P.,iripi 1w ti-,iixirnun% pzo-�it lenovi v� fi�sigrk wind foad. as well a - T)1,j1rIj;j,, ..I I . h- �,;:,,w,lno -3- 1,1!vi,-;r� w�r III ;r,gd ;,,nd panvi length based on ra I I i. ��r j ,� ,,,,i�,ijraiiVe -1Art,2:7sf5, aml , Ili 'Icr,"OdIr" t, with ' section 1604 of tht I.- -Idl- U,- v � w -, ,-'c,! ic, 0,,il,;tj1a1,oI-,,; pr,�,pared b� I ilt,��o I nt- - dated 1 211 Sil 0 : !`,� �, "', , �" :f:,, 1�11r r�)Vlsxln I sigred arid neal�A by �',.;,tffi�r A "Tillit, J,, P F -L -&F-111W,ACTRESISTANCE: 3,V 66 Large missile impac, Li,,,d,-,, �,-,ti,)� i 1609 1 � of lh�: Florda i2iijtdirio Code ,3�, 1)er SSTD 12-99 Standa- i rwir;d 'F.-'-.', :- 1. 4, WIND LOAD$ i-,ESV� I ANGE: 24 r.jage GaTvaniz ' te-,� Slolm Parol has been Verified to 3usll.ain ,virld pressures. 10axinit ,--,!I 1-'-!'I� I'l ' h�jll f-,10 2S indlc�ated On �IhoOTN 3. �). 1(i I 1, 12 and 17 of '18 of F I�j E , ,;jl I ;'i'n D,w,L1n1P,nt (P E ID 1. drawing No. 2U-175 Maximum Anchor SI -1 "h -111 �-� ,I- - ,,I.t-�,�Ited .-4, t1r,eets; 5, �j 10, 'I I v �hrj IF) � and 18 c4 18. of Prc , :,:, E%aitjz�?i� :- r,-)cijrrrer-t iP E.D-,), drawing No. 20-1 75. 24 Gage Galvanizer ' -;�ei 'z-,,,rrn P,in.��J haq tx��,;, ��-7rtfted fctt ,:ude L:i.�rIip;,,iii,,., te work as a nori-porrous ,�Torrr II-.itt�tr ossarrioly, as per &-iTC; 11',-W S.tandwd i"III1111111ok" 'N� C� � -r 11, . I It , I ,to, ,,�t,\�� .4 .... 1, A ,I,, , ... '�, - � ,�, I � , , - - - � ? , � - , I " :,;%,�, -7, I I- \ I I � - - , .2� . � I 'I- � .. ��,'. 1. z I � It I -� !, � - � � III � - . * = = - 1, -,--- - , --1 - Z��.,- ,- -7 ;: I ,� A F C k . CX- I :II -:" , so� L�,� � , � I,,- 4�- 1 , � ,- L, *�, I WO, '!,�4"O - " '. , � � �, ,. , .��"' I i, """ - I� I , AL 01�:, i Aomkiill, I I ------i - . - - - - I - . - V 4 � - . - - � -I - � I lj-"-�!U-1 1,%N,%IA,2-11Q1MQxEN� -C 1?,� Al. Lzzt,; � . I 1 5. IN.$TAJ, . . 1-ATIQN! lnt,.N�olfiiion sh . ,-)it oe coifOrTriect SInC*ly in accordailre vvith cetaiTs indicatec ,,n I �hr-c*5 3 tht,j S. 1'�'thry lbof 16, of PrQ,juc, Evaluation Dre:umpnl (P.E.D.), I urawing No. 20-175 Minimum separatton %.-,_1ass -,4iall bt� as;ndicatec on i sft,�els 3, 6 13 414� 141. 16 and 18 of I F rf "odw;T EvalLation Document (P.F.O.,i drawing No 26-175, 1 1 -AIQTERISTtCS AND SPECIFICATIONS; 1 6. MATERIAL CHAR I snall ot, strtctfy It, �1(xofdpnce with Gelnel�--i Noi�--,, arej Gompncn�nls ind4caiec or� &-act I 3nd 2 of 18, of Product Evaluation Do,,,uril (P.E.D.), drawing No, 20-17,.K. 1 Aochor specifications shal� b,R as indicareo on %fiee,t I (-If i ft. n� Pril),j &�-,* � Evalualr4i DixA-vn,on: IP 1-E D), drawing No. 20-175. � 7. LINITATIONS AND CONDITIONS OF VW I . i 7 1. S�Albc4 stricity In crimpl!an-c-e with Gene,al Notes, No, lt 8 thru 1,t, indicaied I (,,I. IIIII-e! I L,j IS of Prooj-�t Evaluation D(x,umk'--nt (P- E D), drawing No. 20-175 I , p, opa r,?,,.l vy Tifteco. Inc. an(, w. n wand seated ov Waito r A. Tii fit, i T PE . - , 2. P(�-dju(slhi not be in�talllcd within HIGH VELOCITY HORRICANE ZOC�S ;;r cefil-d Cn s,ft-Ticir. 1620.2 of li,b.- Florida Buildlicip Go,-.c 7 I -3. 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NOTE Q) A&LAVE 11 SL1,11 CASE, C&T%',tClo, Of ACLS AIAY K 1) A-, rRIT70M ATW,40S 80T`f�)U IRm-w, TO rrAjj CC- DOT704A TRACK MAN r!L-LIq AT WT PANEL, 0rA'IaT4 W1 r*C f"SANMELdMok*TE7SLYFOWL/LOTWRANECI $R&T-MC ShOW1 ON EWW" .46 SEE SECTION 3 014 S-LV 2A S171 ANI-OR SIL4u-i cy, 5---17 25 M.. CDC F NI-1 NEED m"E= Z,4- E.-I ..yE UW PANCLS (-IZ CA -E, RLAPS ITE-1-4D dl E N 17 - FLORIDA BUILDING CODE (Hige, cr 11 4 167 1- 20 GAGE GA. YAMI)ED STEEL STORM PANSl GLOBAL PROTECTION PRODUCTS, LLC, IR"`E JILIECO.,ne "In "0 T, Z-11-l"I'll ACCORDANCE w1u, DESICk ATIND L LLkvs rCTR A WINE, EPEEZ) FOR A. CIPE.I7,1104k rcsvo P*rSSL;ARf 14 ORDER TO ',TRIF Y,AAL et iwl Rur CORpor THESE OR'„Ifr Iz, fl[Rd N ALtOWARILE SlRf QVIEWINCil AT ACC S7- PANE. I All T,f -arw, RIENITO, 7A5-2D7 AND TAS- I-Is Sy7vUM Rks Nsoc W/O I•aE FROM ITIT. 1,15rX I 14ME11 iOQQ 0115't PEATORMILD FROM Ail Aluuni,:M Er* I I Al 03ANOU Srt ALL SWEI SI`417T I OES9.1"DR; */r,- A A! lWCAIM To al Wale W/ 50 w fr akSlTS 70 at ASIW .1 AJIWCT• Rs 10 AAL. (AI :Q__LXL;_#J­f 'APCOA III. 'a RARE Ali MIMI ItEMAIF -2) WI4ARIJ MIT Fm -/4' A- m7r, M, A. T l 04 CASE OOR ITT 1/4, 1AKC V-0 FAAL T I C T Ir IYr O -00 0 O 0 CL,Q 0 Cu L) 0 -0 0 0 = .0 u- Cz 0 0 %+- O -0 E " (n 0 Cu C/) < 7 aA 1A 7011,�$ VQRSI�RtU- Y.QQ1.ANQ- 1000-17-ZS -HANGT F 4.1C1 L"IQ LPQUjRf7D ON(( RET CIR CD jUL - M0231,- c- > 0 virtual Review Assist, Inc. ro Plans Review completed an approved CL ,,w compliance with the 2920 F 3C 7th Editip 44 by Debra Anne Klahr FIX2300 D 0 0- U) uj H" OL -j SHEET NO, S-6H 1.2 _LiArald 5QJiW.Ll i--AMw' SOM P F�Qa 5E RIE5 I =200 _L_-1J.1A1f.CL__5LQRM. .?A.N.LL _L5_Y1TiM '!III IIM .5Qh0U1�_EQ,R IN - IF t SS Li S SERIES low I, N/A 'A r 2 2. 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I 4,1 _fl li FL*RiLA 7z No, 4,1167 j Dow MIS jw;, DW STAll' _1 70 E I o �GL06 Lj ISIS` Mc',iii C AL �AROOUCTS, Lru L� '21 PI-i SF & fiWLD_-0,VLr"_F'_ TqA_CK REGULAR PANEL 1. 1NTQ Q9WN!Q_RjM ALTEIRKATE WK:WIE AW R SRS =47:04 im W'FEil L. rWZ 5Ci 10, lSEE !T, Plll�vu ll-,U S IS lol 4Y AM V EYSi F r, 13� S14ff'T I It LIF WI 1"I Sill tr I kn wC, ww_f tAlicl WV Pam' ISU F �rT � 0 f I' ffi.0 SP-I tASII tf, IWE ir�n PATI 'W"40,ff (SEE SC`� ON t-1 51 EY S; W V �/;Il ac rellilic4i't III 111,, 9 T"Rcloc. C', "W Wkt ALIAI owl 'SpACEA. A J46 l VAI Ft, PCWREV 6R COW -WE 6,iiXIIII PICT IENVPIS MR WC ICI REOLiM 81 INI�qrf` kIr-CS11 tla SCKM"� 04 LI Lcw, k MLIJO 0 1 0 flsjni lAsa f C, "Rils, R AJ8kjA&Q8­MQ2ffl1'�'Q 8QjLQ=_QVLMQkN NQ WAI, I, .49ON71' III =NK-4 SEAL QN-6 �_AJ 'S 4*4 ­�!t PANEL 7 LLC C 0 Jud 0111, lup WTTOU 1,CIAININI IrmAl'. N., A-, S.un So COMBIAT TA l m AN, Oo -,trr N, kw Sla N�TAU A-IDN 1W3 Y Z0,1, N'Sj-'LLATIQN DUAH, S OR F R 1 EIS_ —2 0- _D 01 1,000 E—Z HAti STORM PANEL V T—T L_ -4 A c- q ",f 4 w w, a Ii pf 1W ALURSADMKs— E II OBAL PROTEC TION PRODUCTS, LIC. A."MIMIkr ; "L_AI� 01m, _Ili; I 1 RAT A 3,L`4. 4,'5, 5/5 & 6/5 e — UNIGAJ V", V + 2/4 Ftbi111W'/_6, 2W/6, �Wl? & 4W/7 N M 0 Lill. t L- 9'-0' l5 IS Sl . ..... �S_ VNf �'O.1/4, 3/4, 4/5, 5/5 & 6,111, i/A 1 W/G. 2W/6, 3w/7 & 1', kE-QV &A&_51QR_4 ANEL J. ELEVATION 4 1 S CTION A —A 'pli 'Z % 7 AL.I.Owl PAN{ LEWa FCFI A �I%V, PQ-16 LIZ M5IL7I PNI 1EN11=tN MR A M4N WQA3.F a%D DI LROUDAE T�i 97MAW MORIll ;VI all" A IIDSTAT ASL F,1$434 LIIWP,}, airkiiME IIWIIIIIiI PMIL -ENCT, 4RiW o,t,, A NEWIVE ASi` E1ESfiA LOKI X-lEft"t W"�Ww P"EL LDI FPcu F0111ME I- �S4L4,* A­0ft;l I LZIA`iRH IS EQUI TO -4 Ill 01-MI -AWL LLMI 41 lr ut4AX kt Bill 1,- —1 -Et M-SPI lhi_M_EA91,10 t! K TOM 441;Z7 Al -7 R, _EC 0 PROM, ON PRODUCTS, UC. SO AW W W % 'i: RAY S`i S2 UNTO .-WOOD ST C;TVR 0` 3 3 IS w5 5.1.0 S.-AMR I Q lVT TA8j V ON I I ilil ­ MOW VrW L*CIATKWS FICI om- _'Eery PAII �SL Di"m w 1:k"T 04 odINN Wyl, i L' , L" I;wcI , A� IM ISLE IS I'll paP Vil I" S Dft-0- �MQWTW _1_ISPnfj"i6 1 5A I $�,LS4�fXFQ Illry S7�,,i ISE-. SCKTILIJ UN S"';fS, lo ie ­U11D Wk 1 1 j7- V� $14Er 5l- w IS I*m II, ", el DpEwI,; LOAM "341 La"1% 1.i.EL9A<L BM %4v 3 VNT I 't"G % xg rowI)KEW o. 5— 4K s a. WAU_JMIZAR�* 1i $CsTA",n,* W 1 '/, I,� l;"co 2A m "ft' ZIIIIIIIIIIi I " � A z 1,. SAq�a w, � C40L iRR SW IN" _W4 1141�1_ No� 44167 1 PII ECTION STA rE GLOBAL PROT PRODUCTS, LLC.� I L 0 q IS S' SMiiiii MwEL SC- 41. Tlf- 2- ") 17. ITIMI, lik;RRIli A *,NC _tv I RE;�Huikl Ili �,rAA' 3 > Tl,u . I Z & 114 "WLIl %1 03111 11LOXIiII TO ASU r`E$'CN ILI -,.T,FR II­j Li JUL 2 12023 Virtual Review Assist, Inc plans Review completed and appr ived for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 14 ALIN RNA T Y E 4 5N -A �i, W TG7 t gate 'yam O I tz U) co Uj _j a_ SHEET NO. H 1.3 -WAITED CO.V117E. CED-C-M Wol. *0M Pll"d. Ka 5. r6 111,P`CONY Ay. fi N.r_iL ENE) CLOSURES_ PFTAJL$ -FOR- 105J&L..EATION IN POURED CONCREN- QQK-RE_1ERLWK QR WN.D. $TRV,QjQRE5;.YA1J.Q _F_QR__KqVLA_R_L_LIFE IL- 11 ri % 4 1 & 4 $093,-74 ALLO+ CW M."11 I 'u, �f All0 ot 2 Awl -1 VAiPKS 2' F 055, CDNI 5* MEEP AWAr Oft 5m. 31n .15. SKE, wl"l 4- WW PLATT INFACE C�CM`t_ C">L �Ax--100, otmAT E7� J 1/4 CEAR 010, 600.14 A,AQ, CASE Q.PJAN) CASE ILA T PN 3 'j) ;14 Antl coNr4m Woo at A"emmi -,Ls (sri �.V AMC- 4, am 7'.1, A0004, SPIES m ��E 011 S.Ern 0 1P.1.4 AMCARU MRLNP F,-Ow WqN) PCIRED COW-OV Lew" kom OR 2"lEA, WKID rRAK 2",A_ 4,_.et VARES Kw woon, maw 4, aw FLAT qmcn PAJUCIa qw" "T ENO P-Nrw CASE LILAW) _Q 0 A, V1, VA, 0 FCQ OLREC7 MOjNT 1KSIALj*'CN ON( 1 1 CCA?'FIFU PANEL '%V.ALATIM AT WALLS W' 140 44167 SURrACE .CIE L VARIA-101A WITt aN 314' z FLORIDA BUILDING CODE (Non Righ Velocity M.-Lcoof Z... CASE__.._ EN) -'PLA CASE F (PLAN) 1E TATE OFWar zvTc 2rtm. NE 24 WA GALVANIZED STEEL STORY PAWL SCALE _'Z� `4 11LIEC0.7 PROTECTION PRONCTS. LL6 �GLOBAL iw V 20--175 j_ MAXV.UM DE51QN I P_RJSSPIRE RAT AN __CQRRESP 1 Q __AK1iQR SPAQIN SCHEDLM FOR RQQVI.A T JR PANEL CI)INSIAL-tATIONS AT, PER ALTERNATIVES iVES IW 4W, ON SHEETS 6 & 7j MAX, 4 APIL�I.AILE ALTJ;IKAT1VVr, PPESSk L I LANELVAtE PAKLMA-M W, S.A, TAPOON LAG SC$mv & ANV LIES" rEMAL1 tO PILLM NATION 0, TkEm W 6 lji� lic 12 e 1/. 2W (Wj- a. OR LESS IN*- 30 (BOTTOM} - __ .4�, 4� 1' 1411 (WiTou) LESS 13, a 1W uw,' 6 1/7- 6 112' •it OP) _,5 A 6 m pom 14 4 T A 4* 40 4E1A;E1:,V IN, -1, N� Nq SHEETS 6 & y — __ __ _ — APPLIZ�xi.c YAAtYLM r,TSI;k PRESSuk-T k"F,-;ATTV_ PANEL FA C, 0'r ON LAG SCWW PANT 6ti'E IAME.AJATr ,m 9USHwGKA IC . IN 6 V2, 1 1/1' 1 117' 6 VJ` 2. ilo�i OR LESS -A} -45 40 juOTTCAA) r-, 71-P 7 m cx.) - (M-7,M) 7* (TOP) 6 - 1 4- 12 6 2� ,W �JJ2:_- 5' "2 - 3 (iii) TD y'-S, S mN ("amv), A* �70r� lo. V. , 5,,nomrY I • 415 - DADS AN 4�46� SPACER - SEE TALE- #1 FOR Wx A.S.D. DESIGN LFV� & �MX PW_l Lfk"IHS 'WHEN wACIER 19 SEE LADLE #1 rn-R MAX &S.0' DESIGN I. & AAW PANEL LENGTHS P1117 �ER �,T IS USED. CORRESEPC)NDW.3 OhkY TO &TERNATF 2W ON SHIEF. 6 USLC,. CORRbESPMDVNG ONLY TO A-TERNATE 2W* ON S-EE'' 6 A.S.D_ DESIGN LOAD -X-uwc. PANEL 4C ;Si OR LESS 40 PSF TO 50 P'cJ MAX PANEL LEN NLY 01 -41ALjATlON5 W/ PANFt MATE --R 04 E% us ANCHORS h W1 FLORIDA W;,DIK, CODE (N­ HEph Voio,rty EF I 4 [4� 6 7 2A WE GAL.VAAIZfDe n STEELR. STORW PANEL GLOBAL PROTECTION PRODUCTS, LLC_ IL II AL., IN51-ALLATION DETAILS FOR LIFE 5AFETY PANEL J, INTO POURED CONCRETE OR C-ONCi?JTt BLOCK STRUCTURES LxlsT . P1j.KC , /.-. 1APCON, -INS71w, Pou"m ,cww 0 9, Oc Ifow-'tm OR -(-.OR 0 a' I r CONCRETE OR CO -CAM BLOC$ CONCRETE KV> REOVWD ,2, . V-X 3 f 11.1. K TO 9 ASS r: 000 ­rl ,T A I 1ANLL LL�Vll ISEEL ELFLAT10" 0 04 Svcs l2) per-SEPAMIA), - 9 TO CLASS OR co,CkErE ftcl. OONMIE 5 V O'c. 0--ITE-WE 3ANLL Iia *CM t5 0, .6 mw Amc-on -YK A, V,,rm r00 -c Dw MWK 0uVkm;S SA/LA" ANa ta.YYty MVIE 0--AWE Aft 20CnD 0. IHS 511f—­ It* - 0 LEW "� r-KATUD - =.MLA.1 VLVX_ A"-* S-9- 8+ MLALTP-mc SPAC04C sk� ­_ + Hul_kz V "9 rV,Q-O F�_IEOS " W_ _'O K `E'S4 L "-"o S `Ecc M-12 I.-olk — -AYT K LEM 1t'Yyk .N LA10.4 AMC-m Tw. DM I'llS scltol.e -0Nc­lE FLORIDA BUILDING CODE h.P Mlgh V.­!y H,,,tA*-A` cEP#) z 1,1� AA rw cikoewm s7m �MPV PANEL A EIIw I DY lxl',y+ry 'ui; IILIECO,,, �GLOGAL PRONEC�*N FIRODUCTS, LM, I rult -119 . U10 Ir. P I FOR _REGVLA A -1 b IF00 WNE Z_a, PEP sc"Lmu UELO**mow �:� qE :�r_ VAXMUM AWEMORS SPAC1hC VC0 MON u]) KI, SCHE:XAf M3_0* 'r, wx.m- TAPCON .AMEUAA Sot Z PEE'ts 7 ZANAC-NARLIN �Ap, 1 PANnMA E TE 1r ZAVAC-,,A, FlUALL PLUS j .Svp.z f P"DESKIN C PAW_ LENC71, M A111r Cpl@NTkyl m tea- so -a" nJ _V 3 3 to 13 !3- 4- 13' 1" 3* 1 r 6. 'L- _tTOP) ?_E 2 17 1/1' 6 1 le 3 tqarrfN� OW fl, r17 A e.D�­ 1 0, 1j, 5 POP] I V (WalOW) W 13" )3* 5, 6 -45,^ -45 rc 13' 1 5 9 �2 'V 21 (TC-1 _T1 13, 13- 1!' f z, i e '1' 13, 11 7 7 ,3. 11 j 3, '2 - -/. A - 1', 2 TOP 1 Y_ T3_ 1' '/2' 13" 5 7 1 _ ,3. 7• a �qnq -'awl .2 3- '0 6 . /A- 1 ly il, 1" 6' I 1j. 4 13- 16 1/2" -To T, 4' (top) 3 (9OTTON) 3: e 7i2-f (Q. 1 1- 4 6 /7' 3 _ _ 4 I /2 4 Y 5 /2- 5 (lop) 2-.t lu 112- 5 (am 014 EZ A iaw 13' A M: 5.11:1 11 Im TIM A IWO N XL.AL gu%VOCS LTPdY, .WA ART-04EATFID R 1 :4 Mk "A E Z " 1-AlClcAfED OL SM<DVa glrl� � %A%C*X- By �13­ V,fts CA, 5-1fau W lQ,`w"EG rACIEDM rft4 .�- o-OUN. m & fts'r11.11 ELIAM "PAE,:.l 'IT _-1AN -I.W IPA -r'07, " tq:>• 14CEECE" -A AMOM TYPE 10 -AH­`T A.I.PEw" 10.f 0 ZAAlC -MYAr nun, _.W1m AAA`>,OR S -C.6 (1. um 9"P'm f- ELtj ACRIAL EDGE ONVINDE {(P:L FACTOR IV to SPAC*4S ONLI V&O WHEN SPXMz2Q 'S USED SET USE0 11 FOS UAX AS.D. IS Dt-4GN L WS & 14AX PANEL (ENGT�_� INNOV SPAW 'S 16U 41 a I A.Sm, DM" LOAD M"MUm F11,44a 410 PSI OR I ESS * At' F1,F 10 50 PSF * 50 ;)SF TO 50 PST 6 MASK PAKL LENGTHS ARE ON' Y VAL_,V FOR INSTALLAIX)NSE W! SOUD SET ANCHIDRES, & W/ {� SPACER AT 12 1/2­ Or_ o", 0 FLORIDA BUILDING CODE (Emo, M91E, Veloctf, Hurricane Zone L OR 44167 cl 24 GAG. GALVANIZED PEEL STORY PANEL . El;: 0'"'eAow TA!1F Or, 11LIECOMC GLOBAL PROTECTION PRODUCTS LLCJ .00 0O.W;;4 -MA ILLP 11 . P L "COL. 1, t ­17 lEw..OPS (SEE IM-O's ON �Eprs 1" -4, -5 *R-1jA/7%R-2A/13. I;?- 3AJ14i R-30/'A, AW�l _ZAW/ 5, R R-18WI15. R-20W/15, R/39W/16. M It 73AW/16- 0 0 0 0 7­ T '4'4-e-2G 1 SS V PAME� L LZN;'- -K "El qtOu,,* 5�c�­ P_E_ W-Ir 0 'ADO, -40.0 P.J WENW W PANEL UE.Gl- UMT) kVO PAME1 LE4OT- &Xr, I All 05E 2 -V MW PANf_ -0- AT .41 -A 4II12) Narb-cs kt s%rij 't �ANC_L uPrO. ctip,,,P, 0 _Fwli AT I!i A, '(�R �YjIN� R-ZA/13, R-3A/14, !*R-!B/IZ3. P-26/!j P-38114, um R-IAW/1-,. R-2AW/15. R-3AW/if. R-1RW/15. R-2UW/75, R-39W/16. I ,At L1FESAFEDLSTORM PANEL _J_CIEVATION ........... Vkc x' 7 »srFLORIDA B,,, I LAI L I IEE�cl z _0 : z Rr-- Murricon* Zcne) EXTERIQ ZA PANEL 'GLOW i QODLICTS. LLC.1 SECTION A -A 11LIECOMe �m A, E.OLMM.0 COAAil— P0, E T INSTALLATION DETA-ILS FOR LIFE -SAFETY PANEL__1 INTO -WOOD STRUCTURES F' OC ICA, 2'. 2- L T, 4 r 9 INA gl 7— ­ n" E`� A,2 Et­,,CR a EE' C A. SiJitIMIYE R -I AWV ALT' ATI ALTERNATUr. 9-211W 9 -RE15VLAR- MILL$ q__LEL_.WfMLFAt1u 1A=-ME, VA" MOUKTING WALLVQVN1Lmu Fry LORIDA BUILDINC COM (Nor, Ml�h VelecIt Oju,, c-o Zooj r �0 441,67 GALVANIZED STD ;m PANI� 1L,­7AELLA-;rLN ARE. �A�!� j) I ', A �,.ESNI•z �`ANL_ �JEEM'THI % i 4 PVR EiFVAT*N ON SHEEI 12.• IILIECO,,, �GLOSAL PROTECTION PRODUCTS, LI.C.1 rQR NEW WW%, MAXA��•MT. VISO AE Ll!7V8ERS TO RL SOUT4ER04 PINE IEk 7. AE/ SMfeA Or 0.55 OR EOUAL x 'F- ;�iSTALLATION A[ S OR II E .5A�F: _STY PANEL ,NT0 POUR70 - -, CONCKTE- OR CQNCRETE_ OLOYr __$7RUCLVKS 'PE, 1 t", , , E; 141C.OR 0 9" Ot 12 .2 A 2, E z 3 A A .0 RM op 4 4 1 t S rE.O��bA C�cl _LN- r -,A(.L 'A�VA ZA N[.'EZ! 57.E­ SICAGJ PAMiL K� rit�&iNa- -f—Ec TL GLORAL PR07CCTION PROOLIsTs. oyn fix- 0 - !75 (D (D c- W JUL 2 1 2023 C) As �ni; Virtual Review d approved Plans Review completed and Edition ;orr e With the 2020 FBC 7th by compliance Bebra Anne Mah" PX230e' (3) W Ly A� E co w A AI r%t 4 Tjht, ........... LIJ z �_j 'A-09AL PR07;__CTI0h PRODIXTS. LLC.' < __j a_ SHEET NO, H 1.4 Ellwpe (SEE SECUON W a 4 q ERNA r FA r2T* CTI SIZV 101 9 'Nott 2) "WI TWO Ut WZ-- ?F I. r AT t A, v MU T- L-L J L I -J 1 L'L J -1- 1 -J -J j t 7 -10 "(P CAL E LEIVA 1ON F,-7 HANG STORM PANEL 1; SYSTEM 1/41 ,too, CAP # SECTION A -A Itilf,"'I"', Y--.ftV E NGII`-IIEEPIN(�- tzzk EN(3[NLE:RlNr. EXPRESS' PRODUCT EVALUATION REPORT Soploinner 15 2020 Application Nurtnt- 178591 - R2 EX Project Number 20-31541 Prodkxt Maniairi All Arr*Hcaiv ShurrefS and Glass Manufachow Address 1540 Donf¢A.Road 0jost Felon Beach FL 33409 Product Name & 0escnplion 24ga Galvanized Steel Storm Pal Large FAssle lmwl Resistant Scope of Evaluation: This Fred", Evahla6cn Re¢xTn rs being Npan"W-or .1 Business and P otesstonall Regto,,I Fl,itrbl,� nh- ri 61"120_ 3 005 F A C , " siateende acciepi",,, t o I r uici 'r, j, 1 1: qn lwited dmtN Evaluated as sum -aced h,r 1 I it the FkrrlcaE i Seventh Ertnici,f2OM) Anti Is- (of the pu",, I lievarent in thon huido Re E-Villho 'm "fV,-s FeWdocl shah be reqw,,�t ll.Vsklhk Sabstallitiating Data, . P RQDUCT EVA LUAT-iQN DOCUMENTS E > it,avnnu 820"31543 title,] -249. Galvanized Sleet Stalin P,it- Sheets 1 5 I"opaied by Enoin",iing ExIxecs signed & sealed try Frank, E,,ruir- -alira part olthis Evaluation Report . TEST REPORTS Uniform star-, svuturai has been tested in wemda" -th TA�S 2laz- test standards I., test itiprin4sl OBTASG t7-00i fry Biarf,watv Testino Inc Large mrss, he impact residence and cyclic loading performance hot, been rested acco4tanire With TAS 41 And TAS 203 test standards per fiestooponts) ORT-ASG- 17 001 bir Bia.Jwjun Tw4tinq triC . �TRUCTURALENGtNEERINGCAL&ULATIONS SlIuClural eritineYTI.E; lali:,W,;inF hove been pHirpefed witch iliIakdatf The ilrodut bas., oth. ,inf"ra(nire arid w raftT,nal anaPy%rs looruaOw The roRkmN design entivlo I Mwmtir, Ailowahte Soon,, 2 lEn,nW,mA0--ah4C Spans 3 MmTrum �G!ass Sepa,aboo 4 Anchor Sowivor; let) SW 12 Avfuuf SulTir 106, QtE 0.f lflD BEACH, f`LclR;oA 3t442 1454)354.0660 1 (866) TIA N EiNG;Nf F AIN , E-PNits& Com T t VA., k 17-�74-tvt - , - - - � ;: " Page -',,I N t \!Hencan 4;hullvi, and (41141SS - :4tza (jakattited Sltvi \Ionn Panels No 331.4 increase in allowable sirens hen neen used it, the dr:sgn of this product Separation Own glazing not equtwtt f0i IFISIANIZIntrInS DMIK)e 01 A4FO zone 4 and eswintial facrililies Impact Resistance 1: r R rI , r', �rInGoVITATT-d r, evidericod HT p1twivusly 115tI tell reportl5l. and t- IHHI 1". 1., It, -41­,I,leS,qonJVejjp"WJHCt Wind Load Resistance r,! ;nod to nssrrnt wnd fcacfs 39 Ind.-aled in the spar schedulevs) on The t)wumonl (i Q enraek-eeng, d'Ev,ving) Installation This product shelf be irritalied in strict compliance with its respective Pioducl Evaluali,,e Document ;, e along mth as components noted therein Product components %hNII be of the material specified in that product S r"Pectwe Product Evalualtor, [)ocumenl if e e,,gl,"-rNTn(; d,awrig) Limitations & Conattions of Use: -Ise of trus pitodUCI shall be in 3IMt arCordanre Nith tri i, , -tivo Product Evahndt4cni Dc<;;intoril is engliorniong drawing) As; noted he,ern All supporting host Wruclwfos shall ba designed to Tv- I I triads and shadt be of a material 114,Ho which are nor accounted for ar firs pr:Jritrcf"a rasprclve am -tine seti€ad r,Se shad L'�+drr'sig7wr rick PnrI specific tiasiii try . registered pfafftroonal Froganeel Ali col"porienEs which ani, permanently hnsta&--d shall tre Exurectec! against corrosion Contamination and other such damage at ad times This prockic-1 has been designed fof use within and Put -We the High ViFfoc" Himiranor Zone (HVHZ) C4 fienn'116" III Ekf,Frss' !60 SW :.I'- AIEIL r)liEQ-!fI.D 151-cE, FLOPID- 3,1442 (994 866 ) 3 96 qqqq �5 IT H - I WI 4� El LO < 'Wlp 4 Y I Ur, A r !�T aI V Ill cc: 2-- Uj a 7D WE 0-IL Oi)kttil SFrM U, �ZHNI Ain, 'ourcc 77� B /' i rM Y i J- --[ J 20-31543 M TALLATION DETAIi ?'ES Gjroj. E-Z -BAN TQRM PAN L, INTO PIOURrO COhi R,U C.*N1kI(1F VY-O- 6 12G C V Tex IIEAD 7: w-q, IF P.,1, -Ex hills TF 114" es., "Zo. of ext C-- H, 3 9- 2' o I0 L El Vir, lHq T W1,1 t No, j I r1i, Y 16� r�.-N= Co 5 -'Aprnk ANtFrur,, N� CoN01af OR M COJIRF0 W&LL MQUNLNQ WA" MQUNTING ALIESM11YE EZ I W VCAL -- 3 /8 = I jj ! - L, SSA SUINk, -L (Mon High Viilloc�fr • .1� PAN(7E- -E,it," r 24 GAGE GA-1-VANFIED SUEL STORW PANEL i. I N11,TA,LA-11GN AAL ON-, VAl-j' I -OP l4k\ A SO 0-'S)C�N l____ _ PRESSuRE RAtINC ./- 40.0 p , I END 6-- MAX I L E C 0 ;GLOM PROTECTION PRODUCTS, LLC. �ATN!El LENCTH 2 FOR. NEW MYOD F RAVE-(,NST;;L1FTj(jti AEMEI-;RS 71.) BE ,rla WU1 F ---f CIFIL: -,oH, TT,. 70 IENSIFY 3F 0 '55 , OR LQLK --I . -T- 7-- 'I 'T ALL AMERICAN SHUFFERS AND GLASS -'49c) 6AI VAttj?HE --TEEL c,TURNJ PANELS (HVHZ & N1--)N I-1VHZ) Ap'. V l f4hh 41AIA t TYPI AS RM Dl T- en"ISNU KAZTLhED QVIfALARS * I'M V-,PAN i i, 5 OPPEWtk[Al-t- SP.iiN r49i Fi 7, TYPICAL VER I IC,4 :VA-FION AL RjqDj 1 ZT 'CONN TTKi kS PKi1,) d NT"FIT -T- 1-_ITECi L'i S,,rtt­ "l- of rfa.r et5c AS REguIRELl. EC11CM AW, 'Heft. Akii L. _;W VERTICAL MOUNT ELEVATION N�_,TCHED P-8NELSI NAXIMUM ALLOViABLE L41- IF, DFSTGN PRESSURES: 45 NOTED !N CIESIt"Al DESIGN NOTES: ICHIEFULE& rN K)SITIVE)SALINWATNEZ EEES iENT' FUI`11iiSlR I R F I T-�-) 1 7� a LNf I .rh1�tj THE I 00,1 OFLOP60A I T? THEN I INF -1. 4 L �ICYFES I I BE J'AbEFATtID to CODE F I- - fire 1141c. M." U-) ko 11-L! -10 SNA� &URFACM "D T7 :nr , ' T1 MON to.m c"' 3�17B`M, Z� """A'a , ` HF -re roRz n or L The 1:0" U., kx"rEc ocCu.1 1, i I 7,n5 GV_, 6. orsic" `NFBARTE� a rWE-t b -m TEITEO PRESSC� RE �1.1."- t I'll:["' = LEI ? A, -10TC G-taEcr)'S ",Ply T )ti IWAN4 WP�J-A&Lf �H*FAL, - - -NEM S�Ac. IF 2,L 9 S--.. Min: S sHAIA -1o"No.. KGI Li L Al. 'W"'T"NUM " rAl"W"S A& V iWN S�Nolirc oliNift.111WE, AG1101H CETNJIS s-v- of Qs ,,E� c',.Kh$01`TATL RAXFL`I-y ,% WITTED vE"TFCA-Ll CA N00J20,47I AS Ppuc AEWWE. 37 C-CAE-IF INCML4S leY U kkElh !-- a2 fi.EW�Elj- ,C"_CRACK12 CONCRETE chLY 11i i- CaNCRETE An-,H-DaS P-R NkiFVFArTUkFKS kECoNIA NDATIONS THECONT 43 RACToR t5 Atist' MIRLE TZi!-AW;"�E;,Q lRC-1ECT ALL N MENDERS FROM DISSIMILAR R -7, --FFiTNT ECE�. "j, ;i Hur SEAL IFFTYE0 1,1 1 'l 1, , ;TAIY7Y*AL PEE41lo4l Is la 1- LIGINi� LIG-L $1 {1 i LTRIG: Fk--M W FAB IIJ,-.141h sls-EIKU- � Il :.- 1C. � - I I I rc-- , e." 6 'e- rAA�� 1. -- .1 TIcti ll -i ; 15 EDt""T kl, r 4PRPISI I P -,, .:-Zr, rir� 1b1NFHCIJAL Dl 111HIRN-1- jkN( MTEIFTIL- , Ft"Dn"' r.R"­WA"`A"i:" W"CIW" AP NOT P N177tr.1 Atib THIS 'IN, oF 7ASEL 91HILI. Of PriflMANEN141 �ABIRLE%. A TIJFWull 'BEp IF Q leFT 1'.. ALL IMFKXAN IPIMIEF15AND GUkSS 1 IE;I,T PALM eF.LH. 14. TI,n.'Oj &TA Cr ILOFiDANRD-1 "rAOVAL NuNMP VISIT ECALC.I0431W MIMED 20-31543 -::j4:N1t4Ut1 ALLOWABLE SPAN SCHEDULE TOP MOUNT ALLOWARIF PANEL SPAN & GLASS SEP,',,tcDULE: 11 Q, T Z3 T W sn' 19. "a, IT, 57 x, 51, 1 . - - I. . . '10, 1, " -s Ez� LW Z < A "010 Eu aN jl1. 'lIjl U-) Z il 6 11N� I iHTE�jIII ��Ac(E sp"t SS.I E -PT ABLE FOP uSE hm, cc Lu L�EDI,A N15TT I LIk =5 .B s 'Do EsiuAl 10 s 100L $AsIBNEPS AWE ��-DS LISED fK COWCUhl- iON VOTTH ki M0oNtjNGE1rr6*NS 'i, F Tk, CXWE 0 ANG, E 61 Ubil A" Q �- IiAsT�L FSA'c'TlFiQJ V'ACIN,15 TAFv �ALJFS FGV D I'i NEACilips 114171w1w, E--H D L, 'HL. MIage A r",iTT. IJ4EAFT IN-kDLATION BETtiFEIN -UP-Afflk. 071fki-0 :-E V5F hFioll lil-ER LOAF; t 40 GLASS SEPAPATION NOTES: k'A [pill, SiCnEbill.k 15 REI)I-11PIED I G* 11SE IF 3A S 1,74L I m t -,_-_ -ERWI�E NSF Fit 0 .1c­to LrJ,Co z 'ACI11T IES 114 �IT I WIND Z.:rNtS 1 L, A c ­0 OPTIONAL L: FCESS PANEL_ DETAIL OPTIONAL INTERIOR FASIENING DETAIL Nflilff Q) (2) U) > 0 L) 0 0 ai 4-j Q) -+--, 0 -0 C) - (3) 0 .0 LL CZ M 'Cf) -0 E Lf) (I) (D Q -C cr, CZ 0 4-- CZ +-j 0- -C . r- U) < JUL 2023 V' p ---'--r1rJu§r1Fevi-ew Assist, Inc, vie Plans Review co MPtete approve t a approve � W �- tOr compliance with the 2020 1 BC 111th itiol, 1� Aral by Debra Anne Klahr P(230 Aar 71 rr z, a 2. Uj !3F W, it OF- Uj 7 --j 4. i, r (2) (3.) 4-=J U) > 0 L- - O co LU SHEET NO, SH 1.5 WEATHER 7RESISITIVE BARRIER WEATHER IE BARRIER & IARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTP SELF-AOHERED F LASHI BY LAPPING DOWN OVER RIMJOIS1 AND U WALL BY 6 IN, WEATHER RESISITIVE BARRIER -SEAL TOP$ OF JQISTS-, UNDER DECKING (SEE DETAIL WP07) ED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, told up & temporarily secure weather resistive barrier above header to allow for hashing installation 2 Self -adhered flushing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head - (2) flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER [WP01 aig" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1_4 -1) SEALANT AT 4) SEALANT JOINT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF ONDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK T AND EXTEND TO -WINDOWFRAME MASONRY ATTACHED 7 ILI J PER CODE 6) TOOLED SEALANT SEALANT REQUIREMEN I S BEAD BRIDGING BRIDGING CLADDING AND WINDOW AND WINDOW FRAME - 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. DO No- 00,110 FL NC SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3WCEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE 'V'SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER AIR pion I SELF -ADHERED FLASHING HALF ROUND WINDOW 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 I 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 laver) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per Per installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vaiy, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary kSHING W..P07 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 1'4" PER PLAN 11-0" PER PLAN 8"CMU N-!:- 4" OR 8" CMU (PER SEAT DEPTH)----. 4- FILL WITH GROUT-4k- SLOPED MUD BED VINYL SHOWER PAN SLOPE < SHOWER SEAT < 314"-V' BEAD OF C('4ST . R ADHESIVE TO BEA IPLIEL I FIRE SHOLD OF DtOR AN UPJAPAB 6' US:�: L 1 411L) h OR F-COAL. WEATH R PR( SECTION -A (SEE DE IL WO SELF-ADHEREDFLfE "HING, SEAL TOPS OF ASTS UNDER DECKW(, 0SEE DETAIL WE 17) SELF-ADHEF 0ir-A-1 HF R HE SiST IVE BARPIER SELF -ADHERED FLASHING OUTSIDE CORNER T'e% WINDOW UNIT FLASHING REU' h 1\4 Z5 DOOR ROUGH OPENING SLOPE 03 in , 12,0 in R703.1 Gener'i tni!. hk,i ith :,i ealh.�i -I eyfef �(jr% sissiall it(P,,elope shall V4"-1'BEAD OFGONSTI_-) (0-6 cm : 30.5 cm) include flashin,,�,, ADHESIVE TO BE APP;_ IEL, UNI-k I SELF -ADHERED FLASHING THRESHOLD OF DOOR AND HEI URN UP JAMS 61E, USF L IOUID R703.1.1 Watcf rCISt-.'_-�­-_e I-,e il NAIL BRAND OR EQUAL WEATHE R EXTERIOR SIalIll t�e designed aind constr�icted in a n,,�anner thai prevents the accumul;atsor. ofvvater PROOF CAUL KING �71 CEMT. FIN, within the wall N t"int harr�eY t.Iehind the exeriof scladd,ng 3.",; feclufred hsy, -Section R703 2 aird a mearis of -tjia tj­ L s. 11 draining to the ex te, I,,,r ie � 't p(� !I_ 1-1 te', t! je ey, #(.3n of 111f SFLF-ADHERED FLASHING BUILDING PAPER WIRE LATH R703.2 Water i Iesi;-n ve rsir� ic�I r �jesf cif No i �5 asprialt fc.,:tt. t(!e f[OrTt 1".0leS a,-ld �Deaks vv,lth ASTf�l 0226 for Type Is felt ot c.,,,�ther S-JBFL,O(-)R d L � s il t l d " l t S ' � 1f thi f il ss , ll N 5 f pprov i z �r nei it, do0 e C) , er S U _ Or ! 3 1e,1 i)-i O a si ,. a s o i3sp ticI. e _, akl be apphed horizurital y, With the uppei ay,.-Ir the Io,L'vf­-,r layer not less than '-_2 inches V`,Ihere joinI5 olcc,or fel" shatl be lapped not less than 6 i.nches- Other be installed it', ac.s--orrJance- voth the ;,vater-resisfive barfef rnar`1UfactUl`o-r'S instahation insiructIons The No 'S asphalt approved matt!:'i RIM JOIST fe or o er .,,ater res�strsle barner �1­sa eria shal 1--se continuou�� to the top of wal!s aInrJ teiinInatsed it penetiafions and' bl_i0dfn�j appendagesir.a tr--) meet the requirerrentS :;f the eceii,.,r %vaIenvr-:o�)e as described' irt SI-ctson P, 7 'I R703.7.3 Wab.,­,t­­.­ b-i iet s VJa*c-r-r esistrve L­rrief 5 'ne lnsstal�ed sas tequife�c; In ISe c t I o n R 7 0'-, 2 a, -I d, Jhc,�re appked ovel- %vocid-based %v:th a perfairsirnrice at least equtvalent, to is,,vci la-er's of Grades D paper, The A A I sheathing, shv-:i V individual layer-s ssh�.Il 1 - a r.1, 1. r`tj(___"C_.I­.r_C.�jtj,; sich that eac'-st :ayei prc.,.�Ou",es a ,sepafate cont;f1uOus Oia?`Ie 'd any flashing �installed in 14 �3 " 1,; - . accordance w4­) Sr c4*io� t7Ct lo (JI ao I to tf�st- vs.,atef resist: ,stsse ba�rrer is dirtz--cted betveen the favors SELF -ADHERED FLASHING Sst Sh WP02 CEMT. FINISH SILLi POTSHELF/ CHIMNEY SHOULDER WP03. Exception. t vater-iests'..,te oar!�er Tat Is applie-J over s,%,00 bay d . eamIng nas a �xater resistance equal tc, tj'an ;Halt of nil-ute Glace U -irfd is n int 1 111 the sTi;ccc, bv a f substarir !uw 1 -1 MECHANICALLY FAST EN IF RUBBERIZED RUBBERIZED ASPHALT ISIALLS0IJ F-AD11CREL'i NEEDEDINCORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashil,_i i,Ipr,�_ rnerrilraries an-� nlechan�calk, attac�ie,­ fieo-le flash-nQ pp�ie _A,9HiNG,fArs!6 & I-IEAD �j ASMINC,, SIF FLASHING —SELF-ADHERED FLASH�NG-­­-, shingle-fashio- c�i , I -3f' shall be a d 11 . Fsj _0 "%ith thc, fJetai fl�asshln" sts3-11 lx.� corrosil.-'n r-sistant Fuid-applwd weri-ioranes AWSED VANDOIAI 'j 4 - i I -aj: app�jej, --pit d trI -ann rtt, pfevent the used as flashi o �ri the All 0ashing shall be alp t;� a r 3 SCORED entry of water or pc1jetratiorl Of Iss%, �Ite! to tl'ss�� LL'u'llclinq S1rLJCtLti'al fFFI1"sU­I1,_; :�0111P-010:s-ItS RELEASE RAPER Self adhered uscd as ll.-ishing si-IiLill I"I'l All exlefiu-.N a-tion ,)I oducls sl­iail be sealec., a,, the juncture ,,,.ih ii,�E.FIORE FOLDING SCORE the building w6 i a 13 is cc,� n I p I �,s � ng , 1 LF -ADHEI� " I AA,%`IA� 803 or A, "S I C9`10 3 1 ac,� e N S tor g reater for p roper jowt expa nsi oil a nd R E L EA!,, E PA P E R TO EY, P0 Sf (TEND A MINIWIM E 1A 8 12, or ot h e� ap -)ved s ta rilda I'a a�i appr op iar e f or tne type of sea� ant Fluia, -a. pplied nlem branes Used as I At-i-fEWE AS SHC%IiNis contraction, Ac- I ERTiGALi-VVRL�" X, 3y. Cn- flashing in ext(., i,.­kf �i ;I 'a i� compki ,\Al`s,'sA Y" 1'�' The, filas'lling extend t") thf, su;t,ace of the exteitOr sivall finI;sth Appiovect ',ashings N Z shall be instalk d at �Jrlt r.,11cov,mg ocz S Its 333 1 1. Extc - i t­sr ,,, i n, d d csor c pe. n I a s h, n g at eXtef!0 I ','I �j fs,__1 docii ol,)e r I I n gs s hal e x te n d to the s j r1ace cjl t he exte nor vva -lanicalk, attached flexible flaishings finish ,)I to t.atei-resistr,,e har;­iei Seclio!) "703 ',,)1- subses-luent diainage MecJ i -�)mFJ AM.,slA '.2. Rashing c,;t exierIcv ��ndl �Jloor open nags stnall be instailed in accordarce %%,Ith cine or more cif the shall " I - r2 follov� clu rlsl�illal(0_; LPld fliSi`IPIC 11"IStILIctions, f"! for applications addr(.,„ssed in tht? feriestration -4- in ia I,, u fa c,:t-t Is ,nstructions if-, accof-Ciance with tht�- III aflUfactu ref's tn�,tructicns VVhere flashing instrUctions or details are ncl. p-rss7j,,!__��_. pan flasi-Ji-ig shalt be installed at the si�i of _extenor �,`ondovv land doos- openings� Part flashing shal' be, seaIed or S'C,,per� in a manrer as to direct vvater to the sur�a_e of the exteriori.,,4i finish Or to the %vater resistive barfrier fCjr sUbsequent ;awagse ;-_fpenings UsIrig p 2 1) r7 d an f;ashlrfcl Shall incofr),xate flash[Tlg 0' P!'C-'eCt*r-I at the head and side s, 1.2 1.2. In a­;(_)��C&,,r - the ashing desqn (.,fr rnethod of a :eqistered design prof essional. SELF -ADHERED FLASHING 1,3 1.3. In Other apptovs,_,-r4 methiods, 1AIAIDMA 250, F".1AiAAMIAI� IVDI`,111A 3GO so, FMA,AAIv1JA,v",;.,lDMA 400, XAIP 1s4 In accord,-inr Fl�JiVAA1�,%1A lr�U r- T,;�r AsiM,1A 20C F;v Wvw P05 INSIDE CORNER V V 06 2.2.At t1ho t,,f 0,11mveys (,)I O*,her iIasor�ry c,onstruction %sith franle )I ,v0) ptolef_firig ips on both, sides undei Stucco -d s, 3.3.Un6-i i.-.if:d ends of masricily, v'Fcod; or rretal co�)Tri-ss an, Ills Ground7- A-)oVe al� projecting,v.,00d trim 5. 5, Wh e i r- �x t,: I i prf:-hes. :Jeck:; or q,,a�­s atta,,.h te) oi t(,,r-,r asse-nhb,, of vvood-frarre 6.6Atv_­J 1, ri 'N )s ------- Water Resistant Barrier 7. 7.At ELF -ADHERED FIL4SHING ITCH IHERED FLASHING 2 4 if 5 1 WP08 i STRIP OF SAF ORAINAGE PLANE- VVRB N Uj BOND BREAK VVRB > < I/ SF LAI-11 j V4RAP DP 14IRBONTO 'HE VERTfiCAL SI )Rr At'-'E TO TOP C)F th_i,,NU:AS AN Airl ilARRIER Is Is Is !M�H L7LANGE Z Z UJ Lu PLASTER SIOP- CONTI NUOt IS BAt:", KER ROD & SEAI.A I uj W 0) Uj A IL 43 4 mum I I I IS GAP IF A RESULT OF NATIJI'AI S41kiNKAGE Do NOT SF -AL. DRIP SCRE D PLAST�C ACCESSORY Sheathing Stucco LEGEND SELF ADHEREL 7; FLASHNG tSAF) DRANAuE PLANE il)P) WEATHER RES15TAINT BARRIER IWRBl L30ND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHFATHING,'OSEV PLYWOOD. DENSGLASS kSTER STOP ( A NTINUOUS BACKER PCO EALANT vIENTQIOUS FINISH FRAMING WriB ANE WRB -THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. %'j I ii I ar_cci+Cancf, A S I rvl� l, Pit ba,_wett nieta-1 !ciih(- in L with As`-',1"rsf1(, -iijildifla LJl s F-I cauk "lee -1pr1r, Aleep 'S ed Insiallt--i'i Ass pfz,f mianuf;�C� Cer ter ititicus Cement P1 �0�at�ve 1-1flish in accordIi. s; with ASTIJ It J. Ali tnswP_ rind over Wool, F: floor 'tst-ed to tfe If We! and cau[ked all, ;-)utt jnints need to foii ak Virtual Review Assist, I c. j - Plans Review completed and a roved for compliance with the12020 FBC 7th Edition The I Ile N in�llng papa-i an(i rntetai 10661,hl& Ktahr PX2300 t stalled river the top of the weep scieed. SO FF IT /CANTILEVER WEEP SCREED DETAIL Q ,I :Al I - MI 40 ■ 4 4 40 16 40 40 o %■ TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED-----__ CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT- SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 3"=1'-0" TAPE EDGE OF HEAD WALL FLASHING - STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREE WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL-- CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN 1 ,_n„ d- 0 z co HEAD WALL 0 STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 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; TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN--------___. SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z'CLOSURE-----------""' STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" 14 ' ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > U WALL FLASHING _O OO +r R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED FIBER CEMENT SIDING CU FIBER CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O Q O PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE O tv �- WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO >� U �DCD THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. Ca WALL SHEATHING PER PLAN C SHINGLE WATER N _ UST Cn RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO. ASPHALT FELT, FREE FROM C SHINGLE WATER bo RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q O O ?� WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O L.L OVER FLASHING TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O CU `0 cu > STARTER STRIP FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� —0 E O O co 00 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED cn CU Q CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE cuCu FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT 1-- -0 Cn Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. z SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE 00 STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A z TURN UP WALL MIN 8° UNDERLAYMENT z PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN co PER PLAN TURN UP WALL MIN 8" ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE �r BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING PER PLAN °' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 0WOOD-BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" DESIGNED DRAINAGE SPACE. 6" R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL WINSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ROOF TO WALL - SHINGLE TO SIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3" 1 -011 V1/P 13 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BU!LDING 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, WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 STARTER STRIP 00 STARTER STRIP 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING RAKE WALL STEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE EXTEND MIN 8" BEYOND FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING HEAD WALL TRIM FLASHING UNDERLAYMENT TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION INSTRUCTIONS 00 'Z' CLOSURE 1,2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A `r o0 00 STANDING SEAM METAL " REGISTERED DESIGN PROFESSIONAL. 'Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. J. STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMANVDMA 400. TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH TURN UP WALL MIN 8" PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. PER PLAN PER PLAN___, LAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. CONT SELF ADHERED 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION, FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. ROOF TO WALL - STANDING SEAM ROOF TO SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL W P 14 3"=1,-0" W P 15 FLASHING AND WATERPROOFING METHODS TO BE USED. k CC3 0 a� � U) y � > o JUL 2 1 2023 0_ 0 � O O Virtual Review Assist, Inc. S� L Plans Review completed and approved for compliance with the 2020 FBC 7th Edition (D f/) by Debra Anne Klahr PX2300 Cu cu. w z z i J d SHEET NO. WR 2,0. STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED-----,,,, WEEP SCREED - HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 3"=1'-0" 3"=19-0" WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED---_ ►►N:11:1 0:1017*4W, 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 00 PAN FLASHING 6" MIN -----_-__ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"-� CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS----._ 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING NOTE: PER PLAN ;X ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL ROOF PER SPECS 4YMENT 3LE OVER 3E iEATHING N 3E FASCIA HERED WRB TO OVER WRB ON :LOW JM BRAKE METAL WRAP �CKER ROD SLANT 'J' MOULDING *F BRAKE METAL ON FRAME - 7/8" >AND FINISH STUCCO FURRING LATH ON 2- OF WATER RESISTIVE COMPLYING WITH 556, TYPE 1 (TYP) IEATHING PER PLAN FLASHING REQUIREMENTS FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A CU PER ELEVATIONS WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE -«� SHALT_ INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > V WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN C R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED CD SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O 2FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE � CO -O 0- BARRIER OVER FLASHING PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO }' O CD STARTER STRIP THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. C O CU O N SHINGLE WATER RESISTIVE CU U .O ..0 BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM q O O HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O 0- O BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O .O Li - FLASHING HOLD 1/4" AIR GAP CU EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O BETWEEN SIDING AND UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE ._ 'O O COUNTER FLASHING FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED U) CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE W 'O CU 8- LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT H -0 U) 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 00 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' 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 VN SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE W P 16 - ROOF TO WALL - BARREL TILE TO SIDING V1/ P 17 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3��=1 �-0„ SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL WP 18 FLASHING AND WATERPROOFING METHODS TO BE USED. JUL 21 2023 0 0 Virtual Review Atanrved Plans Review complete for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 L w z z J CL SHEET NO. WP 2 A