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Home My WebLink About36516 Smithfield LnABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR 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 SQ IN - 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 Q= FOOTING CALL OUT - SEE FOOTING SCHEDULE O= KEYNOTE CALL OUT PRE -CAST LINTEL CALL CD= OUT - SEE LENTEL SCHEDULE LG-2 LEDGER CALL OUT - SEE LEDGER SCHEDULE -HEIGHT OF 7� STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1` ELEV NUMBER 4 A15 2 SHEET NUMBER --ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER A13E--SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 ;SHEET A11 SECTION NUMBER NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ 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. L E N NARON LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1871 ATLANTA VERSION CHANGES INDEX OF DRAWINGS VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING CS A'i COVER SHEET FOUNDATION PLAN 2.0 _ FLORIDA BUILDING CbDE 6TH EDITION (2017) UPDATE A2 1 STAND 2ND FLOOR PLAN 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION A3 A4 DETAILS 2ND FLOOR - ROOF FRAMING PLAN 4.0 PLAN REVISIONS A5 A6 EXTERIOR ELEVATIONS & ROOF PLAN 1ST & 2ND FLOOR ELECTRICAL PLAN 5.0 PERMIT COMMENT REVISION 6.0 TYPICAL TRUSS CONNECTOR REVISION A7 SNO SN1 INTERIOR ELEVATIONS STRUCTURAL NOTES STRUCTURAL NOTES 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 8.0 ADDING K, L, M ELEVATIONS S3M/S S4 FOUNDATION DETAILS FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO PA1.3 PRODUCT APPROVAL INFO PA1.4 PRODUCT APPROVAL INFO PA1.5 PRODUCT APPROVAL INFO SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS MAR 10 Z023. MAR 0 4 2023 4==�!h A Virtual Review Assist, Inc. Plans Review completed and appr d for compliance with the 2020 f8C 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. N AML 0 M m o 00 LO Z) Q ; ' o;`,�' a e) , ° Z x�j CWC F.d 4346 p m 4fA_ Q z I Q nN` N Lo W L - o o u p co N ti cn VV O u a ch [ moo uo 4W O �0 0 Q i U ( Q _ .N W - N QN cc) V a W LLI /I� Q ow Wow W~ Q W J W � Y Z 0 Z O a0¢�¢tiUe z a X JQ Z LL z 0 0 H U < OO O 2 j W OLaWOwOwLUV50 ¢D 1 � 0 z ¢�< Lu rnZgz a. oQ o 0 0Qez�< LL �QU- O O fV z LU z C:) Q U M Lr) U0 LL '1' < W U-) M c U Q 00 c_ Li LU--I C:) o d' N N O N 0 N O O 06 M -- 0o O O O N CD N N O N O N O N O N O N O N M O O 6 O op Cv A 4 0 � 0 d� 00 d� O � O T- N 0 O 0 0 ' L N�O � � N o M O 194 CD LO GO CD r` LO 'qt 00 Z Z Z ° A -a LU LU U Q O Q U Q�o Q I- 0 W LU � -0z z LU J. 2m0Z - z - : V Z � J Q= zIx rl Z z W Imo' O-12Z 00 UILZ� z �Qo z U v g Oo W � Z a Z w uim � LAST PLOT DATE Nov. 30, 22 z 0 � J COVER SHEET NOTE: WHEN A/C UNIT REQUIRED TO BE ABOVE FFE PLEASE PROVIDE CANTILEVER PLATFORM - PROVIDE (1) #5 IN GROUT FILLED CELL AT EACH BRACKET. ALL CELLS TO BE FILLED SOLID W/.GROUT. 0 in O ;t 0 v 0 0 N _ U_ M 9 o S3 A7 EV 12 L 1/2" r 6' X 3' ' - 5'-4" I 3'-4" 3'-4" 3'-2" 5'-2" I 5'-0" A 1 1 2' _0" 1 HB Q ❑ O ❑ ❑ ❑ I Q O F—2 I I— B I ❑ ❑ g I I I r o 0 r �- T N I I 7'-3" ih SINK I LAV CJ ,— — _ 4 � - ih — o 6 II Lu 5 1 CDI ❑ °O 15'-3 3/8" 5'-3 1/2" 0 I `- LO ❑ CC D N -v 00 , 13 - -----� ❑ M CV I N o N � IT II 10 II II II 9 ELEV. III ❑ (-) 0'- 4" J =LL U� l ii 1 1 o S6 - rn ~ 00 !lam —} LL — — CJ v cV 2i_ o ^CC C° W ❑ 9'-10 7/8" i q I D � — CJ I 1 �' ❑ M 1 1 co II r r N ❑ LL I 7 ❑ o g 1 - B i cl o S3 ❑ 1 A B 1 C HB O 3 U M d o I A 1 101, 16'-0" 10" 1'-10" 3'-1" 1'-0' 3'-5" 2'—',, 21'-4" 8'-8" 30'-0" i ELEV - 0'-3 1/2" = LL A7 U g H w FOUNDATION PLAN - ELEVATION A (: - - -- -- 1 /4 - 11-011 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) NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ICI = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O 1/2" DP X 9 1/2" WIDE RECESS 2O 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS O ICE MAKER LINE O SINK - KITCHEN 6O REF �J WASHER W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL O FOOTING LEGEND TAG TYPE SIZE REINFORCING O THICKEN EDGE 8" x 8" DP (1) #5 CONT. O MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24 SQ x 16 DP #5s 6 O.C. EA. WAY O MONO FTG 16 x 12 DP (2) #5s CONT. MAR 0 4 2023 Virtual Review Assist. Inc. Plans Review completed and approod for compliance with the 2020 TBC 7th Editiun by Debra Anne Klahr PX2300 N N O N 0 co y ,�~�Y3� r k�,y♦ N � LO 00 LO is g } F ( y a O .C, t -4. w p z a V) O LO N L '0 °v W L o c) N d 5 MINN"' 2 N u D O� u a W t 20o 0 u- O Q s u2-9. 0 < •N V w (D s. o E co CL LLI � pw0H� w¢ WW§ Z Z a Q C) 12 < m° � o§awwoo0foocM �=W w-Zcn w0- ww w�¢ Y Z o¢ � ¢ LL O ¢� w O O N Ow un ko O Q O J Ln a i- ,(yj Q Q 00z I— Z � W Jo 10 N 0 N i 0 i N O 00 M (0 00 r 00 0 N 0 N 0 N N O N O N <) (V O N O N O N O N O N O O O 06 Oj N r M o 0 6 1 S� 0 1 & O� 0 O � O � 1 N o O c 0 N� i p r o N 'o M 0 4. 00 L6 6 0 ti Lo M (� Z Z —z9 w o ♦—+ O W �o�p � U�> o Q �¢ oa=Q LU .Q Z zLu W~or =m0Z z W 1 e< �2zIxrl �zz O W I� 0�2z O My� Q W U a w z Z z ~ a o • LIB Z U a OV O m'x Z Al z Lq J Lu M O LAST PLOT DATE Nov. 30, 22 Z 0 J FOUNDATION PLAN A 7 10'-0" 14'-8" 5'-4" LINE OF ROOF ABOVE NOTE: �o , FOR LINTEL CALLOUTS CONC. PAD o jg `HD . le: � DINING ROOM 12'-0" X 9'-5" 8'-8" CLG -4 3/4" V-11" 3'-1" 6'-9" 411 6" PLUMBING STACK WALL N 00 LO _. tHB FAMILY ROOM I 17'-11" X 13'-3" 1 8'-8" CLG 5-11" 3'-8" 4'-8" 1 1 N 2X4 KNEE I WALL, TOP 00 AT 34 1/2" 7 5/8" REF TILE -------------_--= LO_ NF- I I 1 2 O O 1 mo i DWG KITCHEN o 14'-l" X 9'-6" SINK W/ 3 8'-8" CLG DISPOSAL J _ o 2068 2 A7 p Q S6 1 OOD/ RANGE00 PANTRY 0 _ <i _�_ (4)) 16" m 4" d o / DID SH N 0 - N W/H 4" INSULATED PDWR R 8'-8" CLG wcli v D PROTECTIVE BRG WALL 20 MIN FIRE 1 S3 BOLLARD RATED DOOR W/ WEATHER STRIP — CC _ LINE OF S3 _ FLOOR 4" INSULATED BRG WALL TWO CAR GARAGE 20'-0" X 20'-1" D S3 LINE OF GARAGE IN-------------- OPEN POSTION I 16070 2'-8" J, 16'-0" 21'-4" 30'-0" FIRST FLOOR PLAN A 1 /411 = 1 1-011 0.Ill FOYER • .. .' ►�. t I I� ��L.J ■ r• �. ps ' ' ►� ' IL ♦ • '' 1 mbo 9< TIE BM A7 AT 8'-8" �bo m00 W HQ 0 CN 10, �� co LO 0 N J S6 C? m LO NFU) w V)¢CD ow CV 4" NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S12'1873' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 49 A7 7 1 jHD SHWR HID A& VALVE _ ES �TLTiT1T1TLTiLi?iSiLi?i?iLiTi?3?iTi?iT TiTi2lTiTi?iTiTi?iTi?itlfKlTiTiil TiTiTiTlTiTiXTi?iTiTl i2iT1Ti?iTiiiTiTiTitiTiTRLTiTi?LTLTi?1TiTiTi?iYiTi?itiTiTiTi' iTiTiTiTi2 = riii?iT�S 2668 • �� ,MASTER SUITE •', 1 CLG MI LINE i M M � F « H BEDROOM 1 1 1 LOFT 1 H a H ' 1 A/C RETURN - D••- 7 1 1 11 1 . . 1 :.: H . WALL�.1 1 :. MAN 42" H. . I •- . TP 1� �_�� LOW ,iij. �IIr WALL RYER ..: ��... I � �NI,II ►� �0I I DP SHIMID, BEDROOMH ® 00 N 1 1 ' 1CLG BEDROOM 1 a - -: awasi►Z�� »TYP. LO HLL �i?i?itifi?iLi?itiTili?il • PiTiTl?i?i?i2itiKTi?iT iti?i?i?iTiTi?iiifiliil: : CTi1iTiTiTiTiTiTiTiTiTiv1 '�FRAME . , WALL 1EGRESS 1 1 I SECOND FLOOR PLAN A 1 /411 = 1 1-011 r� TOP AT 18'-0 �o Obo v 8" FRAME .,—'WALL N 3 A3 �n T GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R4.1 HIGH PERM 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 780 SECOND FLOOR LIVING 1090 TOTAL LIVING SQ FT 1870 ENTRY 38 GARAGE 443 TOTAL SQ FT 2351 INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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) MAR 0 4 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edi on by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 N N O N 0 co f� a rs,K,.»., •� LO CD 00 riLO z W $$ 0 w z „ Q SIN (1) L0 F, � W L � U N 6 00. "'M N V A, s `n Y/ o O o O Q U 2 _ 5. N W H yt QN C W L 0O E 000 LU LU W Uj w O I- WHQ �g� 0 � z0d Z 02QOX�wwo�w'VO2 JO Q F— F— 3�OZ2OO� OLL QU 0�ul ZWO�Q—gWU) O�Y�`W0ZOZZpa a <1 6m5EL ZO W D Q LL¢ O �aLL E N O ` N L LLl O o Q O `M C)< (~ J Lr) uj Q Q 00 V Z 3:F- LU W -i C:) N N O N 0 N O O c6 coco ao ao o CD CDO N O N O N O N O N O N O N O N & O O r— O r— 00 N A i 'Cf O � O :O -O O O O � O �- N O OO 1 N i O.O N; M O 4 CD L6 O O r- LO 1 M (� Z Z — Z 0 W W W fn O� �_oEE 0 of W Lf ZWI- < � yj 9r. M z t=nH=Z z I (V 2 Z W T- MZZLL- O LU I\' 00 O�2z v�ZU) C)z �' � < 0 0 ' � Z U g � 0U 0 W Z Q W LL1 M o O LAST PLOT DATE Nov. 30, 22 '0 Z 1 ST & 2ND FLOOR J PLAN A cl NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. / 42" H. SLOPED / LOW WALL / / / — - - - - - - - / ------ SEE SHEET ST FOR STAIR DETAILS / — I- - - - - - �� - - - - - - - / ENCLOSED ACCESSIBLE SPACE UNDER STAIRS 2 SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY \ SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 LANDING STAIR SECTION 1 /211 = 1'-0" (3) 2X12 STRINGERS HEADROOM IN STAIRWAY SEE SHEET ST TO BE 6'-8" IN ACCORDANCE FOR STAIR DETAILS W/ FBCR R311.7.2 1" NOSING 10" RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL STAIR DETAIL 1 /4„ = 1 1-0" —(3) 2X12 51 KINULK LOFT ENGINEER TRUSSES 1/2" DRYWALL PWDR BATH STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. — SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD�(1STRAP EACH SIDE CENT �R D W/ (13) 10d NAILS AND (8) 1/4" X 2-1 4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN w 0 Z w w NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. WALL SPLICE DETAIL N.T.S. N N O N O M xq LO 00 LO 4 z �, 3 v: ? Z CwC Q /cn N LO � O W L '= Q M N v Vi Nam. V m u a M �N O` O 0 O o Q s u�c Q)Q .N }# V w Q'IT c 70 0 0 a i W LJJ 0L v6 W0H w♦-Q w J wgyZ� Z ¢ O- d� W'n� V 0 O_ d Q Q U �dXO ZLLL0-Z20 dunaf�oZowoomZZ -¢Q d 0 0 c/ 0 z CALL N�a jinww�inLL�¢0 �¢<OwQmzWz�wUoa � ¢oW 9FP 9WZ2U oQ o 0 o Q9 Q f w O O fV O w V) � N "o 0 `Mry) C) z a J u) LL zLu d re) < z � I - z� Lu J� J N N O (N O i fV O O 00 M cooaoOOO e- -r- T.-N NO O N O N CD N O N N O N O N O C6 N O CDO O O OO N A O 0 r- 0 O 0 O 0 O O N 0 O 0 O 1 L Q; 0 N 0 I M 0 IdI 0 U') 0 LO 0 I.- LO 1 cr CO(� Z Z z O owv) 4_0 w W r: 5; Q O Q L Q oCL a =W LO Z z w ~MOZ Dz W Q. z w Z Z 0-) W �. O�2z O a �,: UU)zz a w z ,--� . Q 0 • � z g U a OU 0 m z A3J a Z Z w w(y) UO O LAST PLOT DATE Nov. 30, 22 Z 0 J DETAILS z C 7nl All SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' 1 /411 = 1'-011 c N 2X4 STICK LUMBER 24 O.0 MAX IN LINE WITH JACKS (see detail in ang pack for grade) 30'-0" 9 W n cn J1 1016# 7 A5G U = 1016 CJ J3 ll CJ -- -- - - ----- -- J5 CJ o A4 _PS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A3 bo -� A2B A2 00 D ti to 0 O zo N A2A A3 HIPS FOR FRAMING (GIRDER NOT DROPPED) A4A A6G U = 1332 r q 00 o Q d V t c q CJ J C B2 I L I L I L CO) L � d B3G CJ J1 E2 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) V IVC �� SECOND FLOOR- ROOF FRAMING PLAN (ELEVATION A' 1 /411 = 1'-011 15d COMMON NAILS or 0.12a" x 3" GUN NAILS Total Truss Quantity = 103. F\F��p TO LNG PACK FOP\ CONNECTION, CJ3 0 � CJ1 M M1 U �0 U -0I611 Z -011 11'FICAI 51 5��13ACK ANb 5FACI NG 0 I ,01611 2i 011 TYFIC& 7' 5�0ACK COFMN ,5Ff LA�F�ING AW 5PACI NG TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FCR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates NOTE: are designed for ASCE 7-16 and maximum ALL VALLEY KITS MARKED "VK" OR "MVK" ARE forces from both components and claddings CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. ENGINEERING PACK FOR DETAILS * These trusses have been reviewed to carry an NOTES: • FLOOR TRUSSES ARE CUTBACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUTBACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES H��> -4-I / 1611 12 5 � --� ' 10 12 MAR 0 4 2023 Virtual Review Assist. Inc - Mans Review completed and approved -tat compliance with the 2020 FBC 7th Edition b7 Mehra Anne I(lahr PX2300 HANGER CHART A L = HUS 26 (SIMPSON) Ai = LUS24 (SIMPSON) = HHUS46 (SIMPSON) labeled end Mark ATT NTT O N ! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Span or I ss 30' to 60' Span Spreader Bar 60 degrees or less I_ 1/2 �I I 2/3to1/2 �I Ta line span approx. Ta line span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF' DESIGNED F°OR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY PEW��", AD DESCRIPTION INIT. DATE 1 BASE LOAD JMD 06/26/15 01 rRB01 LC7, EXTENDED FT3A JMD 08/06/15 01 MADE FT3A TOW PIECE JRH 10/31/16 LC9 JTH 12/7/17 RB01 CHANGED HANGERS TO SIMPSON RDP 03/08/18 RC01 REV. RE's JRH 11/22/19 RD01 REV/ FLOOR BRG. JRH 3/4/2020 RE01 REV. FLOOR SPLICING JRH 8/6/2020 RF01 UPDATED FOR LCA SHM 1/15/202 LOAD# DESCRIPTION INIT, DATE RG01 ENTRY TRUSSES INTO LEDGER JTH 7/27/21 RG01 RELABEL ADD 7G4 MAW 10-22-21 RG01 DELETE PROJECT 7G4 GSB 2/22/2022 RH01 REV. SPACING JRH 08/19/2022 CARPENTER -� CONTRACTORS OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONE:( 800) 959-8606 FAX: (863) 294-2488 BUILDER LENNAR HOMES/CENTRAL PROJECT :TIMBER CREEK MODEL :1673 AMERICAN DREAM/A CCA PROJ/MODEL/ALT .7A2/ 1371A ALT DESC: OTC LOT BLOCK DESIGNER PAGE JMD DATE 00 26 2015 LAN# SCALE .N319335L 1 1 455 "=1' N N 0 N 0 _M Ln co LO 14 c ao .' 3 z w t� 2 w z a n0 O L0 W L ,0C, U \T M N d V) V -6- 2 co u o z 0, .Ns W UCC)�^ N 7N :LD V a LIJLliLLILU� i ou � W W W z� es Wx2J5 � �0z won-j<o<< — n iYU0L0 QQV09ZLL I- o� LL� z20o�aQz� 2z0W00M= U LU 00 W 0 Z _jOa0zYe0 zLLO0W O a ¢a<_<Lu-V5 LuZ-2UQ O W 0 O �LUC0 Q Z g Q QLL a O O N O F--I O z 0 `M O Q J Ln U') LL F- d a ro I— Z Z WC:) J J N N O N 0 I CV O 0 c M mooaoOOO� r- Ir- Ir- N N N N 0 N 0 N 0 N 0 N 0 N 0 (N 0 N O N C6 O r O Op CV A 4 C:) I ' C:)�O ;� d) C)� O O � N CD C) O 1 L � OIDO N � d' O � C) (0 C) P LO 1 Z Z —z o owU) LUWr5; -� 0 o Q �oRo Oa=¢ Lr) ma Z Z W P P ~MOZ I- �— 2z w Q � /i-2z� z z 0_52w O � 00: �ZU) Z � M:QQ • z g U U � 00 W � ZW Q W M o O LAST PLOT DATE Nov. 30, 22 z O 2ND FLOOR ROOF J FRAMING PLAN A :1. 1.i I i. 12 ROOF FINISH PER 15 ELEVATION ROOF SHEATHING V-4" 1" 1" MANUFACTURED 1'-2" ROOFTRUSS METAL DRIP EDGE CD 2X4 SUB -FASCIA .a ALUMINIUM WRAP 1 -0 ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT 12" SQ CMU COLUMN, DETAIL SF01 SHEET SS FOR SOFFIT SMOOTH STUCCO ATTACHMENT DETAIL —FINISH A6SOFFIT DETAIL 3/411— 11-011 ib ROOF FINISH PER `o i�l 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS c METAL DRIP EDGE 2X4 SUB -FASCIA 1 -0 ALUMINIUM WRAP ALUMINUM STUCCO BANDi NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT T DETAIL SF01 SHEET SS FOR SOFFIT in ATTACHMENT DETAIL 7 SOFFIT DETAIL 3/4 — 1 -011 11 COLUMN DETAIL 3/411— 11-011 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES 2" PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H10A-2 STAGGERED, SEE DETAIL 13/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV STUCCO DETAIL - 12 - - T O MAT 8 13/4If = 1 1-011 � 5 METAL DRIP EDGE (S) A23 2X4 FASCIA 1-1/2" THK ,I " ALUMINIUM 2'-0" WRAP (S) A23 ALUMINUM SOFFIT 00 PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ 3„ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" 2" ;7_742" 12 SOFFIT DETAIL 3/411— 11-011 9 STUCCO DETAIL 13/411— 11-011 PT 2X8 LEDGER ATTACHED TO WALL 6„ W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED II ,I fV CV CV o o o o o o 00 0 00 EPS a1 ii FOAM iv 8as 1 a -0 BRACKET DETAIL LEDGER DETAIL 10 ill_ if —Off 13 3/411 _ 11-011 6" SCORED BAND 1'-0"--/ 7/8" STUCCO FRAME 6" X 1 "THK - CEMENT PLASTER BAND 16" X 1 "THK - CEMENT PLASTER BAND DRIP CASING BEAD AT BOTTOM OF STUCCO BAND 8 5/8" STUCCO ON CMU 10 SHINGLE A5.A ROOF LM I I I I I l i I I II I CONTROL JOINTS Cl) CONTROL z I— JOINTS MID -WALL N = WEEP SCREED 9 N[Immmlml INIMMINI ININININININININ-1 ININININININININI FRONT ELEVATION A 1 /411 = 1'-011 CASING♦D WEEP HOLES IIII�1111 �� 1■I�._ OVER FLASHING IIImI1�IN�■IIIIII�11... mm�m�w. m.on i!mn, z= M a 7/8" STUCCO CD i�_ 12 ON FRAME N = CONTROL 5 JOINT MID -WALL WEEP SCREED—;- - 5/8" STUCCO ON CMU GRADE LINE REAR ELEVATION A 1 /811 = 1'-011 12'-0" 13'-8" CASING BEAD W/---, WEEP HOLESO OVER FLASHING 12 CONTROL W 51 JOINT A5.A - - - - - - - - 1'-0" 12 5� A/C UNIT 2'_0" AND PAD T.O.P. 1 '-0" ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. L/SS m A/C UNIT AND PAD ELEV AT 0'-0" 1 ST FLOOR FF 12 15 7 0� ASSUMED GRADE ELEV AT 18'-0" T.O.P. CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF i I I ELEV AT 8'-8" T.O.M. / \I I' � 11 A5.A ELEV AT 0'-0" 1 ST FLOOR FF 12 U 5 5. i 7/8" STUCCO ON FRAME ELEV AT 18'-0" T.O.P. 12'-0" 1 a_Oai ELEV AT 10'-0" 2ND FLOOR FF CONTROL � JOINT _ 12 �5 ELEV AT 8'-8" T-8" T-4" TOM 11 MID -WALL WEEP T CREED 2a_0a A/C UNIT AND PAD _ ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE 5/8" STUCCO ON CMU RIGHT ELEVATION A 1 /811 = 1 '-011 12 5 '. Lf 7/8" STUCCO ON FRAME ,I I d , • � I ELEV AT 18'-0" T.O.P. a a� 12 -0 � a. 18 -0 Z = C? ELEV AT 1V-0" O 2,— 011 2ND FLOOR FF CONTROL- = `"_ CONTROL JOINT-�_ JOINT _ _ _ _ _ ELEV AT 8'-8" MID -WALL T.O.M. WEEP 12'-0" SCREED DRIP CASING BEAD 5/8" STUCCO AT BOTTOM OF ON CMU STUCCO BAND o ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE LEFT ELEVATION A 1 /811 = 1'-0„ 19'-0" 0 — — — — — — —N— — — — — — — — — — SLOPE 5:12 W4'-0" OFF ON RIDGE U) Ld ROOF VENT SLOPEU 1 SLOPE 5:12 5:12 " W a ON J W� SLOPE SLOPE �5:12 5:12 ---- SLOPE 5:12 _ 6,1 1 RO�2F�LAN A 1 /8 — 1 -0 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 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) R 0 4 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER FBC 7TH EDITION (2020) SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1222 SQ FT VENTILATION REQUIRED = 586.56 SQ IN VENTILATION PROVIDED AT RIDGE = 276 SQ IN VENTILATION PROVIDED AT SOFFIT =1008 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 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 N N 0 N O r -ti , Q` W a O ,sa 4 s y 3 00 LLI x � 0 LU 0 z l i ¢ /N C C W \ L 0 o U ' CO `o. ai M N U �O- 2m E t m C:) 018, .N ^, ac wy Q L UJ OM �� 2 a 70 LLJ C W uj W 0 F- LU W�a �� 2Y°zo Z 0 Q Q I— Q X � Z Q� 0 Z M 0 0 F— � 0 LL. — 0 .J z a Q C� ��OZO�OOmz U O O (n z (13 0a>zz� OYZwo� ii LLJOWCY w�Q¢�U� ILL O� �QZ�¢ L¢ 0 �`�LL a O O (V Qw O i:a 1,0 � U0 J ul 2: � LL Q W Q Ln rei U Q Q 00 z I- � Z W �� N N O N 0 N O O 00 M CO CO 00 0 N 0 0 O O O O N 0 6 N i 6 C)T— ' 6 i 006 T— i p� N M 0 0 C) � 0 O 0 O� 0 O O N 0 O0 N C 0 N 0 M 0 4 0 6 0 6 0 ti L 00� Z Z -Z° w0H 0 0 Q Uo:o � D_ Oa=Q z zWI- � ~mOz LU =I-=z CDO5W ¢WO ZW T� a. Z Z W <z LL1 IMMF Q Og U O W,, z T-4. W z z ¢ 0 • z U U � O O W � Z z z W J Uim � O LAST PLOT DATE Nov. 30, 22 EXTERIOR Z. 0 ELEVATIONS & ROOF PLAN A A/C DISCONNECT WP GFI ELEC METER DINING ROOM 4'-4" V-7" 4'-6" GFI AT 30" A.F.F.1 0 GF REF A 0 CV HW O ELEC PANEL GFI -8" N -� NFI AT A. F. \4 KITCHEN FOR / HOOD GFI � i 0 i 110V CLG MNT. OUTLET — — — — — — — — — I i I � I I o I Q� r Q I ii I I � I GFI GFI TWO CAR GARAGE 0 ti 6'-1 V I LIVING ROOM \ . 0. 1 2'-3" )PWDR N GFI BATH ON LINE OF\ — FLOOR ABV GFI / TO 2ND I. FOYER FLR ELEC 1 I I \ I I I I \ _ FIRST FLOOR ELECTRICAL PLAN A 1 /4" = 1'-0" 4'-0" b / GFI o �_ WP — ENTRY SECOND FLOOR ELECTRICAL PLAN A 1 /4„ = 1'-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS -WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT 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 ORAREAS 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. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 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 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 & 250.52 NEC I TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS R 0 4 2023 Virtual Review Assist, Inc. Mans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1/2" DOOR JAMB DUPLEX OUTLET co TRIM-`o 0 BASE---]------- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z 2 SMOKE DETECTOR 1'-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE sw STRUCTURED WIRE OUTLET G SWITCH AT 36" Cl) 3 WAY SWITCH AT 36" -660-' 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER — DIMMER SWITCH AT 36" —0 PUSH-BUTTON DOORBELL + CLG MNT LT FIXTURE }B CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: 3 TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE USEDIF C 50W PAR30 NFL 6" WHITE BAFFLE APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS 00 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR O SMOKE DETECTOR -U-18- UNDER CABINET 18" -S-18- SINGLE 18" FLUOR STRIP -U-24= UNDER CABINET 24" -S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 — UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 � DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT GFT 24 :�a 24" VANITY LIGHTING Rr=-- 36 :;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING 0 EXHAUST FAN/LIGHT 4 EXHAUST FAN p�p DOUBLE FLOOD LIGHT W/ COVERS AND U 150W PAR 38 FL Z INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER E2 CHIMES (DELETE W/ INTERCOM) )� MASTER STATION ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR ® A/C REGISTER C THERMOSTAT ® SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 0 (u u7 F U NorM d N N M W V Z) 0 u a �� Z)0.�g TZ1 •� p LL 0 0 Q U 10 W 0 a =i i# k3 i ; W W crS W O I- w�¢ erg-' .(1 YzW z QO-�(0O�=U)LLVOO-jo Q V Q F- H 0 0 <OX ZW�y�Z��H¢~ M90 OROOMcz �Oa>LLI zYOZzLL0LUC U to Z aLL �WO�H55 620EL IL ¢ O ¢ ll w O O fV Z Lu O `M O Lr) dJ � LL n ce d b a ,Mn Q Z Q 00 Z LU Jo �O N N N T C) N O O c6 M co To ao C)O C) 04 04 o N 0 N 0 N 0 N 0 N 0 N 0 N C) N & CDr O O o0 Oi CV A i O 0 0 r 0 O o O O O O N o 0 ' L N� o N 0 M 0 't 0 U') 0 O 0 I` Cr M co Z Z vV � �o�0 owu� O Q Q Oa=Q -0 Z ZLUiLU I- ~000Z Z J a 0 2zW rl IZZZ � 0-j2z O ¢ Z D z z • � Z �QO U U g CL 0 0 W � z A6Z Q z w J LU co O PLOT 04TE >C)LAST Nov. 30, 22 z . . 4--j 0 1ST & 2ND FLOOR I ELECTRICAL PLAN A - - Irl_ -1f—f—_.-i---r—T—- - — —— _ _ _. _ � � � � - — �fi—---01".-.. ii,�-��.,�� ii., i,�.-i,: I,a�i.i, Ii:,,.�.e iih.�;liiSill, ;.��,'a I �illl'.A�wTi u�l � -1 1... O M FILLER 3'-6" 1. 2'-6" / HOOD "BACKSPLASH M RANGE 1" FILLER I , 11 x 5 OWNER'S BATH -1 -0 3'-6" C,1 1/2" FILLER PANTRY \ 3'-6" 2'-6" 3'-6" SKEWED 2'-0" 2" FILLER 1 1/2" FILLER 2)1 DKITCH N 1/2 if- 11-011 M N i 9 i M 0? 00 - CV M 2" FILLER 1'-9" 3'-0" Ll 1/2" FILLER 1 1/2" FILLER PANTRY 4" BACKSPLASH / SKEWED 1'-9" 3'-3" 2" FILLER KITCHEN 1 /2" = 1'-0" ao SHWR HD—N CV M VALVE ---,CLOSET L LINEN o o0 N ChIlk 1� 4'-11" 4 1/2" OWNER'S BATH 1 /2" = 1'-0" 3'-3" 0 o ih 00 N CO a— SHWR HD WALL VALVE SPIGOT n 2'-9 7/8" BATH #2 1 /2" = 11-011 2'-6 1/2" b'-U" L'-U" 2" END PANEL 3 KITCHEN ISLAND 112 - 1 -0 HOLLYWOD 0° STRIP LIGHTS 30" HIGH MIRROR19 CV 4" o BACKSPLASH 60 / 1'-6" 3'-0" 1 1/2" FILLER O Ch 2X4 WALL TOP AT 34 1/2" 4 KITCHEN 11 2 - 1 -0 0 Ch WIRE SHELF :::�, CO 0 "HANSEN" BOX 220 VOLT I I I I -- IgWI---- ----D� I 14 1/2" X 16" IDRYER VENT RECESS I I M I I I I I I I I I I I I I C8)Uj TILITY /2 MAR 0 4 2023 Virtual Review Assist, I77thoE Plans Review completed and d for compliance with the 2020 FBition by Debra Anne Klahr PX2300 12 PRE-ENGINEERED WD. TRUSSES AT 12 24" O.C. (SEE TRUSS DRAWINGS) 5 R-30 BLOWN INSULATION 1 M"5zj Ll N ELEV AT T.O.P. LOFT OWNERS / SUITE / SEE SHEET ST / FOR STAIR DETAIL / - - - /- - / / PWDR KITCHEN LIVING `° BATH ROOM i UNIT '1871 - A'- BUILDING SECTION 3/16" = 1'-0" SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O. M. i nN L0 '0 \ ' 0 M -1 N m t V D m '0 t �= 8' °Q .Ns ^, w Q N L W 70 % OD C) a a w LU (D LU Q uj w O~ LLY Z Wg w Z U 0< 0 NU 0 0 0 QQ V I—q <OXZ W�Z22�F-QQ W09OZOyWOOmZZU LU (� zw0W�`WWo200 'OLLW�Oa_j0a>zz0W ¢� v¢ 0W D QZQ Q� LLQ 0 E a O N Z Lu I__ N O 0 `M O z Q t! M Ll LL (�/) N < LU >- Q Q 0o zz � I— WC:) N N O N i O i CV O O O M cfl M ao O o O O N O N O N O N ON N O N O N O N O O O 00 N M O O O O N C) 0 •L ' N� � � CD N 0 M 0 'i 0 Ui 0 O 0 P'� LO CO(f� Z z O �—+ WWr> Vo�o 0WLU Z zw�¢ = m o z � z �. 'r� vZ�J z x Z Z L �agz 0 cn z z T-1. TQO Z g U a oU 0 � m Q Z Z w LLI N LAST PLOT DATE >O Nov. 30, 22 z 0 A - INTERIOR ELEVATIONS NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION, ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 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 TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WA_L 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 % 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS BRACING , REQUIREMENTS, RE UIREMENTS AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.11 DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2. 2. 3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR T' = 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: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. T 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 trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cofncrete oyerpoij and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 14" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. 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. FLORIDA DESIGN SOLUTIONS INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. MAR 0 4 2023 Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne K[ahr PX2300 N N O � N O co v I W a { Y,.. . a Q Z L1 T, KS LU Z i a nLI) 4) aD L W L U co N C,N V -C- 2 M E L L O W Oo 2 o _O 0 LL0 Q '(n V LU aN = . cO E 2 -2) W D u i uS W W F-Q ��J X¢~ZX Z r C7 W QQ Uo��Uu00LE QaXJ0OZ20iWz� §OOY00 J¢O F- C) O 0Oc� U)(n W W�ULL ZD < Jzj)�V Z LL Q w O Q Z w 2 Q Q 0 OQ o C]QZ9 LL u_ 1,_Q CD O 0 Lu 11-11"D O ro CD Q Ln J Ln LL �. ��a? a M 00 z� W W J � l0 mi d" N N O N i 0 i N O O DD M c � --0400T � N 04 O C) N C) N C) N C) N o N O N C)N Cn N C) O O c- O o0 C) N T- A C) 4 0 0 0 0 I 0 0 0 V O V- CV 0 O p N U i r- 0 N 0 C6 0 -4 0 � 0 C , 0 ti LO M () Z Z O -Z_ vV wUH> W CO O - o Q voiro �a a. 0 LU 2 �=Q Z ZWF- ~m0Z LU I.- Z: Z f=n V 0 LU � Q 0 LU Z& T� �ZZILL W I� 0: � Z C)z 2 00 W U 0- , L Z T-'1 z = a i z I Q U U J a 0 m � Z SNO a Z Z w J LLJ 0 M o O LAST PLOT DATE Nov. 30, 22 Z-4-a Q STRUCTURAL J DETAILS T HIS DETAIL ON LY REFERS TO THE DW1,i10I°1D-MIESiH EXPANDED i4ETAL LATH ATTACHMENT, METAL LA4 H --.�. , VvALL SHEATHIN II II ll �......_ .... ........ . �.: m _.m ..., �! I l l fl ,,. t 1SAx1-'1 L11 (F414�r_!11 :TFtO1r't1'f�` 9 I I")X , I ...,I. ! STAP'L S ( S^" O 0. VERT`SE7W ENI " l 1SGAx,1µ1 °T" LCLI 13u°` '' 1 ST71UDS (NOTED THUS:)-�" FPSET �RO�� fil STAPLES STAE LE k EFT` EE STUDS A:SHOWN —_._W .-_m.m..._,.._® �........ .0 Ems. 1NT `:, L!D S � �I��.R (N I , ar, TEC 7U S..i MET/AL 1 AAC E N ET I L REVT OG.24,21 SCALE: , 4" V 0, 'DETAIL E OEEDS THE R'E01-11R:EMENTS FOR RESR, 703.7,1 L14TH- °*L""1NL`t APPLIES TO' NN.AR TR': OA,X LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. 10'-011 TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 0 5'-O" co - STUB -OUT FOR 11-01, 0 0 -1 GAS METER 0 41 o � U 9 O CV _ • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING C7' w M ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE N + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + -I- zo I + + + + . + + . + + . + + -I- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0" (TYP.) 4'-0" + + + + + 4'-0" +++ + + + + + + L� 9�F� +++ + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + 7+++++++ + + + + + + + ++++++ + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + Uri \-RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX I PLYWOOD OR 7/16" OSB 11-v ` v v.v. ..s VU RIIVI.I JI Iftl Vf\ IVI9ILJ `W L V.V. LV\]LV (X + + + 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 BCI0Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x — P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x—+ 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x—+ 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x — lumber FILL CELL—\ — STD. 900 HOOK r- BOND BEAM - CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # 2nd FLOOR Solid block all posts from STUDS U above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4 max. Clinch nails when 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. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB we stiffener 2" min. i g required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING y8' GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top irdsm uthce of uis. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ Innds N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap + x + 1? Boise Joist Blocking 1 Inn Q11 /i r)Al nniln .,a a'- .... J for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. O (0 C0 11 A 1)/2" ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6 6 CANTILEVER LARGER THAN 1%2' THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN Round Hole Diameter (in) 2 3 , 4 5 6 ! 7 8 8, 875 11 r ,1 12 3 Rectangular Hole rrie(i) 2 9 5 g S 9 10 6 Any 16" joist 12 Span (tt) I6 20 24 l 0" 1'-1 1" 1 1 3 1 7 1 "- I , 2 -c4 , _2 Y-1, 1 0 1'-1 1 2 r ," , 3` I 9 "2 r- �T- 4=_2 tl_ 5'4" V -0 ; -1 1 -2 1 -2" 1 7- ° T, 3 2 ; 3'-10 4'-�W, �5"-11" 8°__. 7=_2" I,-0" a 1 E .. 1` 0 2'-0" 3"-p°, 4 0I^ 1 a-0" 1._1 . 1,LL2.; i 1'-?'' 2, 5,. 3' 7`` 4 -1 xt" 7^-2 . 81^41b ^,. 101 g,, 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 1%2' KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist Web Stiffener Fastener Schedule Joist B aring Location Series De th I End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000se BCI6500sa 921/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11- / 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22) NAILS T 5/8" 0 THRU BOLT SIMPSC w/(22) NAILS 7 R TRUSS OP PLATE �J 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 A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) :III —III —III —I I — —I I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ° ° . °. SEE PLAN FOR °• a . • ° . • ° FOUNDATION INFO ° °' STEM FOUNDATION GRADE Filler block. REINF. SEE PLAN \ Nail with 10-10d nails. ° Backer block required where top ° mount hanger load exceeds 250 lbs. Install tight to top flange. ° . I —_III —I 1= II I II I I� 11 i- 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 o depth I -JOISTS BUCKETS N.T.S. II— c °: I_ I A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :'® — LOCATION OF SECOND H10P SIMPSON H10A (WHEN w/ (18)10d x 1 1/2 ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION ° a a =1 I=1 I I=1 I I=1 I I=1 I I I• a: I ILII WN—=51-11ri: )E =1 I I='— J III I Ed I-L-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" CENTERED @PIPE PLUMBING LINE PENETRATION - - - - - - - - - - - - - - - - - - - - SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATIONFF PLUMBING LINE — d °O . °/ . na G a /Q 11=1 11=1 11= -II1=1I1=1 I—III—_III- 1=III= \ ° / —1 1=I ° SEE FND. PLN. SIZE & REINF. Virtual Review Assist, I c. Plans Review completed and oved for compliance with the 2020 FBC th Edition by Debra Anne Klahr PX2300 N N O N O so .: Ln L0 <) I UI�VL nik w 0 y O LJJ 0 z Q Ln � 0 R 0 W C) M`v ai N -0 �_ ai E t o 0 B o o O 0)•� p ti o v Q UJ Q N }L� 000 la LLI (� LLI 0 � U) ui uJHQ of �QYZ� Z Q�� JO a H JWO<�WU_000O (3coxwoZ0O00mzz 0 a0Z � Z _3Oa>zYo zU-oW0 a ¢LL �WO�_ta-� �Wo�VQ 0Of o 0.pQZ�a ILa 0 eau_ f N 0 0 N Ow F- P- 1 ,4 O O Q In J L0 2: �LL N Q LU Q Ln 10- a>Q00 z�� LLJ W _J o 110 d- N 0 N O N O O c6 Cn Cfl c0 ' 00 - O N O N O N N O N o N O N o N 0 N 0 N 0 N O O N O; O O O N M O N O 1 O O O O N O0 N r- o N C:) M 0 0 CD Cfl 0 I` LO � M U Z Z O W w U) O Q 00�o 0 0- 0WLU2 Z �� <:5 ZL � =co0Z Z v 3 J i-<z�T� CL Z Z 0a->_ul O 2 00 Z Z 1� �a0 ■ Z U O"a coIY Z Q Z z J UJ M o O LAST PLOT DATE Nov. 30, 22 .. z Q STRUCTURAL _I DETAILS 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. e 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6" MAX FROM END OF 2 x PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3"-�\\ 6 x 6 W1,4 x W1.4 r TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) 4WWF OR FIBERMESH Cl) (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL -III-III-III-I\1N I I -III -III -I 1- o �III-IIIPRE ENGINEERED WOOD I-1 I -I I=1 11=1 I=I 1=I I=III=I I=1 11=III-I TRUSS @ 24" O.C. U.N.O. ' =III III -III -III -III III -III HURRICANE ANCHOR @ EACH -1 I i11111 III IIIII 11 I II 11111T I I-11'' /12 TRUSS (SEE UPLIFT SCHED.) W/ 8"' "$"- (�'P') VARIES METAL PL. UNDER EA. TRUSS MOISTUREBARR!ER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT KG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0° S3 ELEV. VARIES - INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N 0 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT - W/A HABITABLE ROOM SHEET LOAD BEARING OR ABOVE) W/DRYWALL EXTERIOR WALL SCREWS @ 7" O.C. 8"x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR INSULATION PER G/S3 FOR ANCHOR CHART ON FLOOR 8" C.M.U. TYPICAL BOLT INFO. PLAN (IF NO UP LIFT ON 1x2 P.T. HORIZONTAL TYPE "S" MORTAR WALL SEE GG/S3) NAILER STD. 90-HOOK (SEE DETAIL) w/IMPSON (10) Od NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C. ' 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL ". U.N.O. (SEE FOUNDATION PLAN FOOTING MONO SHOWN o FOR LOCATIONS) FOR CLARITY 1x4 P.T. BASE NAILER ° co � D. NOTE: g 3 1/4" BASEBOARD FOR BEARING WALL MIN. 2500 PSI CONC. SLAB a W/ UPLIFT ONLY I I-III-111-III-III- MIN PSI MAY VARY PER - MUNICIPALITY. M 4 x4 INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR FRAME WALL TO C.M.U. W 5/8"OR 1/2" HIGH STRENGTH 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR 5/" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS ENOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER IHOR NOT EXCEEDING 10'-0" (R302.11) 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10) 10d NAILS r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATI ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WI2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL 4 °` @24"O.C.) 2" x6W1.4xW1,4ATTACHMENTS6x6W1.4xW1.4 d ° ' °a � z 3 1/2"MIN. WWF OR FIBERMESH3 1/2" MIN.WWF OR FIBERMESH d ELEV, 4-3 I 'Al ° d O ° 2x4 CONT. ° A.F.F. O ° D ° d° a z ° 1i=III=III-I'31l2"(min.)- 4° z I I=1 I-1 I-'31/2"(min.)- 4" °° b. ° N D. =1 - III=III °D = I=IT_I=III I'' I a. ° ° 00 _ _ 0 _ GARAGE DEPTH VARIES ° 3 1/2 min.) - 4 I 1=III I =1 I I � - 3 1/2 min.) - 4 - =III III -I I i- _ _ _ -I I IEEE I Ell I _ _ _ _I'- ° ° " 4 I 1 I, III III -III -III -III III -III I'' -I I �� III III -III -III -III III -III (2) #5 CONT, 4" „IIII 1114;,1 I=„I I I II8I (2) #5 CONT.14,1 I i Il lI �114,,� IIIII II ITI81 GARAGE SLAB AT STEP (�'B� U.N.O. MIN.TYPICAL BEARING WALL MIN. TYPICAL BEARING WALL STEP SHEARWALL("C� @ KCC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 �i C N�\NUOQEL`( 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C ens' 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0!C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M INSULATION PER FBC AND ENERGY �Go SN ��s 2x BLOCKING HORIZONTALLY@ 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY" 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5!8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1i8" THICK. 10d NAILS PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT 24 " @ 24" O.C. VERT. OR K.O. BLOCK @ 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N c 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH CO E PER MFR INSTRUCTIONS ASSUMED FINISHED ° #3 OR #4 REINFORCING BAR D ° p. GRADE N ° ° ' ° _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° - T ° FINISH GRADE oo [GRADE 60 MIN. Fy= 60ksi] a =III-III=III m . ° ' I-III-III=III' o Z M D D 25" MIN. LAP [30" MIN. LAP] i— D - ° � III -III -II � III III -III -III= I-III=llL I I -I III 11=III=III=1 _______ °° 6 MIL VAPOR BARRIER1=III=III=I =III III= - - -I ____ I=1 I I III -III -I I E III #5 REINFORCING BAR R 17/8" 11= I=1 I I=III=III I I=III i I=III- D '°° I III -III -III -III -III I I III .II -III -III -III -III "' Z T —'11 III -III -III -III III -III III ° III=1 I I=1 I=1 I I=1 I I-1 I I. z I I __-- T #5 LAP SPLICE 2 #5 CONT =1 11=I I I=I I I 1=III=1 11=III=III=III-� I —_— III E 1 _— ,,, I I-� III-III-III=III=III^IIII ; `� COMP. SOIL. (COMPACTED TO IIIII • D ° . — ' I I —III —III —III— 36"MIN. LAP [36" MIN. LAP] ON 3'"CHAIRS 8 1-4 8 I-III=III=III=III=IIII- 95%MODIFIED PROCTOR ASTM 1= 11=III=III=III=I I I=III=III=1 I' 101, (TYP.) III-III-III-III-III=III-III-III=III D1557) -III III-III-III=III III=� I I-' III=III=III=III=111=III-1 I I-1 I I-' 4- I. —I l i 4„ . I —I =III=III=III ;III=III=III=1 I I #6 REINFORCING BAR #5 STD. 90 HOOK ,;,_,;,_,;,_, ;-- — - #6 LAP SPLICE TYPICAL INTERIOR BEARING ;ONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G "FIBERMESH" TO CUT BLOCK OR POUR SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" CURB DUE TO SLOPE SLAB INFORMATION.�,,S3 Z r, -4=III=III=1 I r-° D 6 x 6 W1.4 x W1.4 6 MIL VAPOR WI ( D ° 1 -I I z min/)4" WWF OR FIBERMESH BARRIER IIIII , 4 IIIII( - ° a d GRADE COMP. SOIL. I 1 III O0 (COMPACTED TO 95% MODIFIED PROCTOR III I I III=1 I -I I III NOTE: EXTEND DECO FINISH - 11= I I=I =I = =I ( I I III (1) #5 REBAR w/ OPT. ASTM D1557) 4" to 6" BELOW GRADE I =III=III-III= I I- I I -III- 11=SCREEN ENCLOSURE 3" MIN. cLR.III-III- (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = 1'-0" S3 SCALE:3/4"=V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS z SIN _J -III-III-I I .'d, ��. • : � :' �� _ - -III-III °'. 4 11 00 111=III . �.a . •, ':: III -I -III-I .•y .. I—ll- 1=I III-- SEE A/s3 OR J/ss - LI 1111 11= 11111- I I' "III—� � i III , 11 FOR REINF. INFO. 3" MIN. CLEARANCE 1 4 (1 STORY) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' r r M 7 7. _ I 1-III=1 I I 1=41 11= II -El I111111I :' 1=1I 1 i I I I I_I=i SEE A/S3 OR J/S6 -I I II I II I II i I I 1111 j111= FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR � % CONNECTION INFO & LAYOUT DESIGN a TOP OF BEAM - ° III III III; N �* SEE ROOF PLAN - -_- ° ,, I -I (2) HTS20 FOR STRUCTURAL _ 1, IIII III III, ;IIIII A II , E BEAM S!ZE & `� CONNECTION INFO M 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT INTERIOR � ° e ,... CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN, TENSION 120#) CONCRETE SLAB 00 E M 6 MIL VAPOR - I I=1 I=1 _ BARRIER - - 11 j I -1'i =I I I-II_ II -III' ;III -I I -I I -I I I -III -II 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 II -III_ 2x4 #2 SYP P.T. FRAMING w/ - 11 I III 18" MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 4�,1 "III _ +III' "� z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE a SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION s w LU w rn COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" �3_ 2X STU DS @ 24" O.C. U.N.O. GARAG E SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 .°. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. � MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/DRYWALL SCREWS 8"O.C, INSULATION PER CHART ON FLOOR PLAN FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN 8" MASONRY WALL CONT. FOOTING STEEL EXTEND FILL CELLS c TO FOUNDATION PAD E d MAT REINFORCING. `QI ' Cl)CONT. BEAD SEALANT d 6 x 6 W1.4 x W1.4 cal WWF OR FIBERMESH m d coFILLED w/ MIN. (2) #5 VERTICALS SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) o0 Z GRAD C7=1 I 1=1 I I ' ° ° w o -1 I=I d W w I 11=1I I OWE_ • d ° °• �=III=III=111=I' -III-( I -III -III v I I I-1I 1=1I 1-, z • a• IF A ' n 1 BRICK PAVERS or SLAB PER O 0 =III=1 o d z rr COMMUNITY SPECS `� , I=1 =1 11=III=III=III I I =1 I 1=1 I I - - 0'-0" FIN, FLR, _ _ _ FOOTING W III- -III III=1I I -III -III -III 111=1I I- I,; Illl l 11 IIIII l 11 11 l l ,I I -III-III-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE �. SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH .• .. .•. CONC. PAD INFO, SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=V-0" S3 SCALE: N.T.S. �,13�_ MAR 2023 Virtual (Review Assist, Inc - Plans Review completed and approved for compliance by Debra Anne �eK aha PX2300 Edition Ij 1 N N O N 3° - k # S T� a LO " '11 5 Y «,n' a Y V O co Ire gr' r2° 1b? W 0 w 0 z a Lo` N O ^ E W L -= C) c'7C y � •F N M � A� E i L O 2 B o _0 o Q i () Z .N V w Q 1 W (DWOg0Q00JO=J0LL4O_j°L 0 LLI OLLI 9 w1-¢ Of ¢~zI- z 00 Q U Ozlz2I<S=5CYcn�Zo O0EY�LLw�-.1 CO Z �( _W ZZZQ ~w0�IwOd Q 0 Q ILL0 0� o y 11 a 0 Q LL N O O N O W I� � Cl, C:) -60 O Q V J Ln U0 dLn a ,Mj a>a00 z � I- z W Jo d' N N O N 0 N O O 06 M C.0 c— 0000000N T-- + c— N 0 N 010 N N 0 N 0 N 0 N 0 N O O) N O CD O r-- O r op 0 CV -r-- A 0 4 - 0 0 0 O N O c O N L0 N , co d' � C4 ti �..e� 4 CTA Z z Z O _ / W owv� C) 5; a Oa=Q ZLu~ 1--� �co0Z —�+ O J Z > TI aLu ZZ ILL W I� O j�Z O 00 U IL z ) Ln Z 1� �QO Z J U OU O �00 z a z w W N LAST PLOT DATE >O Nov. 30, 22 _11-a Z Q STRUCTURAL _I DETAILS —MONO 12 7P) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED 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 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 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 or 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID i7 POINT EVERY OTHER .++ STUD W/ (3) Od NAI S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = _= SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF iWAN dii110111Ito] FA[•1:181A011raIki161: STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)— FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J ■■'��'®��'_4AW■W • • � ' ' •' • ' • ■ III■ ■'■III ■i■III' 1i1�� II II, IIII'� ■;■III lil�� IIIII Illll� ■ ■I ill 111■1■ I I II II' - 1-1 NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8x16 o GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d n . a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ DOOR OPENING DOOR OPENING EXTERIOR J ❑ ❑ Ell WALL ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 Tom, SFF % N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP 3 IARAG E IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 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 SIMPSON SP4 w/ (6) '---(2) 2x HEADER SEE PLAN 10d x 1 112" AT EA STUD (USE SP6 FOR INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 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 K*"Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. -- UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ! \� 1/2" EXTERIOR GRADE SHEATHING CRICKET A5 FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED • • • MAN. —V x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS • 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS a7 SIMPSON (C f P.T. .ATE SIMPSON SP4 JIIVIFJVIV JF4 SP2 �uvlrwly SIMPSON SP1 SIMPSON SP4 101 ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 M ° d 2X8 P.T- BOTTOM P ATE SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a' / d ° 2X8 P.T. BOTTOM PLATE 5/8 x10 J BOLTS @ 24 O.C. MAX. (MIN. (2) PER BOTTOM PLATE) LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U - Z Q 2x TOP PLATE T U) 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" " O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 �r4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. %X 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. & NUT OXIED A.T.R. I & NUT DXIED A.T.R. I&NUT C ROOF TRUSS ABOVE 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 wl (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) ISHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 wl (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 rR� SCALE: N.T.S. Virtual Review Assist, IIK Plans Review completed and approv for compliance with the 2020 FBC 7th E by Debra Anne Klahr PX2300 N N 0 N 25 � `wc' . a ;� ; 0t L 00 LO M b E t Q LU 0 Q W S.0 `D C4 U M N ` M W. 20 } N V O _° v a Al E C ,' t M 11, ` 000 Do ° Q �. Q •N f, LU 7N V >` o E a L1J LU oLd C Wo� w�Q �� of z0I z (If 0��<LLVp0O�O Q U Q F— 1— CO =Ox z��oz�� ¢Q O(LnWUj_z roomZz U a � (n 0 z 10 0 j ��ZY0 0WC�IL ¢pWO��_�wo1Q�¢ 0� o o¢z QLL ,tea 0 N O N O LW 1-4 r H > U-) C) C:) `M O Q (1) M Lr) Ul CL a ,pri 4 Q Q 00 Z F— � LU I�J l0 d- 1 04 N O N 1 O N O O 001 W 00 `O O N O O O 04 O 0 N 0 CV 0 C) ; N O C) N O C) N N O N M N It O T- a) 0) 00 O O N O O N 0 CD 0 O CD O g 0 •L ' N� Lo `1 ♦ > r � O'O N M C)O 't In O CO O I` LO M (� Z Z o own vV O •� W��>_ O ^ Q �o�o Q i1 0d2� z zwF� m O Z _ F- = Z Q LD Z j J 2ZW T_4 Q. Z Z 0) >- CDz LU N 00 UO�2z NZU) T� Z =<0 U U O0 J coF� z Q z z LU J W0 M >o LAST PLOT DATE Nov. 30, 22 z-1--+ Q STRUCTURAL J DETAILS SIMPSON HGAMI( W/ (4) 1/4"x1 1/2" SIDS 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 DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' �° 8'-0" O/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. ,• BLOCKING ' END 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED OS T HE I I 1 OdX3" @ 3" O/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" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILLNNOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10d 3" 4" 0/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER 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) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL 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. ��5� TITEN ON OUTSIDE TT 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 = r X-BRACING, AND TOP N SEESTRUCTURAL L CHORD BLOCKING N - NOTES AND NAILING 7 INFORMATION `° 00 00 SCHEDULE FOR Ix SHEATHING DETAIL BACKNAIL w/ 1 1 2' 1/ (2) 16d NAILS -WOOD TRUSSES 00 co 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF 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" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207 , L = 4 1/2) OR EQUAL (D = 0.207 , L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. \111i5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 L' BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATEJ� SIMPSON SP2 w/ (12) 1 Od 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. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SIDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/�.;;' EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2) 12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" �r TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r� SECTION r IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT `- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"� SCALE: N.T.S. S5 12" ISH SCHEDULE ,TTACHMENT 2 SYP BLK'G @ 16" O.C. t x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ("1_0 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. SCJ -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) EXT. WALL CONN. a@ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) LE TRUSS —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 SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MFx. c� o X CORNERJACK 0 Y d Q W z O HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/1Od NAILS @ 4" O.C� TYPICAL 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 J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. cJ W 0 'v o � 0 z o i Uj d Q o 0 ;r o � 0 W .. Q o X � Q o Q o o a � W 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z W BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH 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 ZBOTTOM 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 ( L AS PER BCSI SCALE: N.T.S. Inc SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION MAID 0 4 2023 I Virtual Review Assist, Inc. Plans Review completed and appr ve for compliance with the 2020 FBC 7th ition by Debra Anne Klahr PX2300 k N N N 00 LU o LU z Q > CD 0 W L � moo0 � � m vi }N m .2 U-0 �� ..�. M A�E o Y/ Do S o _� OU-6 9Q tU��;} '(n V LUaN W L 00 E� � 0 0 LU d Qui cILU 00(D eLLI W~a0r W§oz�a�' z��xp_j0 �U)U QCb co ZU_0z20 ouco,�azYOz�WL)a0 I-Q~ L)H LU >zp�UoZ�w W¢ o aZa O� o oQe<X � Q O �- W N O O N o_ "' U ,>.aGo CD CD z In O Q V Ln J V) LL. V- Q LU Q In > Q Q 00 Z � F— LLJ W JC) N N O N i r O 0 O 00 co T- ao T-r 00 o N O O N CDN O O N O N O N O N O N O CV CNI & O I.O ,;' r CS r 00 0 Cq r Ch O O CD O O r O O p NU-) r C14CY)o000 N'C Nt In (.0 ti U CO Vl Z Z O 0 LLJ O O �o�o 0WWCL �° LO —0Z ZwI=—Q � 1-- ~mOZ V(]>J Z Lu Z�1� �ZZ LU >_C) a 00 U(nz� z Q O . Z U Q V Oo°- z Q z z J W N LAST PLOT DATE >O Nov. 30, 22 , z Q STRUCTURAL J DETAILS 1111 VjI., Id'A lb Jl 91111 h It I'd iIII III➢:I lhil ;'I 111 II .:I::II II. (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS _Z_,7 O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT 3N1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8"DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL _j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO ul Uj 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE O Tn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER - I- METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d D w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_z: 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 s 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEIosimii S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 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" .00/ DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 NOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE PLAN & NOTES) M cn v 4"x4" INSPECTION PORT AT BilFOUNDATION l = a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. CL IL AT GARAGE CONTRACTOR BASEBOARD TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY I 411to 6" BELOW GRADE c N a a Q FINISH GRADE00 M ' —III =III —III —I I _ ' I 51 I 51 I 51 I I— III OP 6x6 w1 Axw1.4 151 _II—III—III-1 I 11 11=III=111 I I 111 a . ° .. a ° 4 _--- III—III—III—i_ _ 1_ - _ 1 I 1 TI 1=1 11- T z =1 WWF OR FIBERMESH _III I—III=III-1 I III=III=III I I III a.° o III —III \—STD. 90`HOOK (3) # 5 REBAR ON 3" CHAIR —' (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO ST.._ -- - ...- - -- - - -- - 2nd FL00 BEAM/GIR 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) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 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 -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED _ FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING PLAN 2"x4" CROSS BRACE @ 48" O/C FOR THE 1ST 2'-0" OF END WALL W/ (2)1Odx3" @ EA. END INTO 2"x4" BLOCKING • WEEP SCREED INSTALLED PER MANUF. SIMPSON HETA20 w/ (8) 1Odxl 1/2" NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUST FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION, ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0" B.U.C. (8)1Od NAILS TO STUD PER STRAP m FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA, x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 4 I I III=1�1= I II I (3) #5 CONT. ON 3" l 8" l V-8" 1 8" I CHAIR W/ 3" MIN. 1 l CLEARANCE INTERIOR 2-STORY FRAME SECTIONrs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING Fx x PROVIDE BLOCKING AS REQUIRED PER D SECTION X-X IF LU NOT FULL HEIGHT SHEET /C z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSUREI F SHEATHING w = SOLID 2x C BLOCKING @ ALL C SHEATHING 0 EDGES(SEE OPENING SECTION X-X D U C x w rl- x E H 2x STUDS 2 BEYOND. SEE PLAN 0 U) —2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I r1 r\IATIAAI AIA^r%AAA 3/8" "S" =NAIL 3" SPACING S 3/4" S 112„ S 1/2" SINGLE NAIL EDGESPACINGDOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X T�7 SFFA� NFL 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM)/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END Ow JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT I PENETRATE SURFACE MORE THANY8". F- z oA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL 'T © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J 0 w/ 8d COMMON NAIL Z. ow LL LU O = ^PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER j > ¢ O LJ w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢ =P00<n ai °o LL t OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 O ~ MEMBER IF GABLE END U LL NOTE: C WALL SHEATHING INSTALL. 16 & NAILING SCHED. REVISION 12-7-2020 1 S4 BOX HEADER ONLY 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACT OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 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 /O 2x STUDS TYP. P.T. BOT. PLATE oxTF,q� 0, i FLOOR TRUSS / �RFAM SEE PLAN FOR REQUIRED -- CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR � FRAME WALL HEADER DETAIL / M (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `t WWF OR FIBERMESH I G ° a, T III=III—III=1I ° M III —III —I I I ° e4. 11111111111111111 4 a ° (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING c 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 (3) 1 (3) 1 (2) (3) 1 (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. 00 LL FINISH GRADE DO o @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. V S6 Virtual Review Assist, Inc. PlansReview completed and approved for compliance with the 2020 FBC 7th Edit•o by Debra Anne Klahr PX2300 N N O N O co LO I � b� a 4 _- 00 ^ 1 W ' 2 TZ 0 LIJ Q t^o, N LO W L C 'O U M Cq `" _>1 � N V Q 7C)- m 0 W u _O rn p u S o Q •N/� w 0� a � N' �1 CQC W L.00 C o 4 LLI Uj LIJ0LLco p 1-=J W z0 Cr ZW 2QCD LLL¢Q V Q z03..��O_jO(D xIX pUOZO�00mZQ ��= U Z 0�LZC3O0JUIlpZYOUJ Z0O IL HTWU �¢OLI2p¢ O0QZ LL O LL N O O (V 0 LLJ r Oz P-4 1,0 O O a u J LP) UL L aWaLn ryi a ,--I >- a a 00 Z �— W W Jo %.O J N N O N 1 r O N a O 06 co Cfl M'O O N O N O N r N N N CV N O N O N O N O N CA O O O T_0 Op Cv T— M (C:)O d O I �- O I O I 6 O O r O T- N O OO ' N L L CU > r- I C)o N Ch 0 N1 0 Lf') CD O 0 ti LO COU)vV Z Z 0 4{ 0 LU owvo Lu 5: C)o a 0oWo IL 0 0- qqr.. a ~co0z :5 = r=nI- V Z J Z 2 Z a.ZZ � W N O_jgz 0 00 U Z n z T--1 Q oZ ' Z0 U U a 0 m z Q z z J W � o LAST PLOT DATE >O Nov. 30, 22 0 . Z 0 STRUCTURAL J DETAILS -MONO 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 �1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT �— P.T. To PRODUCT — - MAX. 8 DO NOT DO THIS PROPER INSTALLATION 2"x BOT. PLATE WI (2) 10d @ 6" O.C. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO . 1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING 2 ROWS 3/16 x 3-1/2 () #5 REBAR AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED N � 3-1/4" LONG X 3/16"0 FURRING TAPCONS TYP ( ) 6" O.C. EDGES AND 12" O.C. FIELD N TAPCON. INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" 2X8 BLOCK@ SPACING 1x8 P.T. FROM EACH END w/ MIN. 1X8 R ,� r M �� O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRY THROUGH 1� To. HOOK 2x BAND JOIST W/ FACE NAIL 10dr •< e 1x8 w/ 2 ROWS 8d NALS �� 1-1/2 DETAIL ( ) 3 DETAIL STD. 90^ @ TOP & BTTM CHORD, AND (8) o 1 x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP. BOTH CELLS ) FACE NAILS 10d @TRUSS VERT. l F F'd`00n �- 3/16" x 3 -1/2" DOOR MB TAPCON @ 16" 1x4 P.T. WEB .,-, z . L.L. a TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL0I'D APPROVAL FOR CONN. 1x4 NOTE:; LAP SHEATHING TO • "� ( ` z w DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" 2" EDGE DIST. O BOTTOM OF BAND w` d4 �+ g 2 TO PRODUCT x 3-1/2" TAPCON @ 16 JOIST TYPICAL APPROVAL FOR CONN. 1x4 2 ROWS 3/16" x 3-1/2" O O.C. & 4' FROM EACH r ;f TAPCON 16" O.C. & FURRING @ END w/ MIN. 2" EDGE DIST. � NOTC @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. { w 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2 - w/ (4) 1/4xl 1/2" SIDS SCREWS IX p 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4) 1/4"x2 3/4" z 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES TITEN INTO K.O. BLOCK +5^ BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER P AN FOUNDATION FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP `� o SCALE: N.T.S. SS SCALE: N.T.S. SS i q ' M SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. i, ,} M co N V -0 d m 0 B o 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 #FOR 1 STRAP w o o Q - 0 W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. A -A =1610 #FOR 2 STRAPS TLAII AND FILL ista coURSES SOLID W/GROUT i U �N w Q l EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS wr �: " I- ' Lx1.F `. L.. 000 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS I w € ` • O m � � r ° BLOCK HEADER ARCH BLKG. &BUCK,•� SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SIDS ^• e t 1/2" DRYWALL SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS - -_ IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d x •_I_E ASZIA. , 8d NAILS AT 8" O.C. AT BUCK ^: ;;,'i :.'. ° : < SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) " ' 2 x 8 45^ DIAGONAL BRACES () (2)x LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION B•'�'� INALL T FIE • 8 BRACE/IBLKG. 7/16" OSB TO BE INSTALLED r: - `' '. ''>: BOND BEAM OR CAST IN PLACE BEAM - ` M HL,>V, 1 •. "' T rml I"".AIi xTEI) b, FOR OVERHANGS BETWEEN OVER 1 1/2" ARCH PA CUT HOLE IN Q.S.B. FOR BUILT UP PLWD. BUCK PANEL 2 x 8 45 DIAGONAL BRACE AT EA. I I<_.w I- -# . -LL F ", �,I� 0 � CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) POLY -CELL IN THIS AREA FACE OF ARCH W/ (3) 10d NAILS „. A, ENED PER I BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL BEL 1:T ')� EL° ' =rl)D _,.`FT ovERHAN b CONNECT W/ 8d NAILS BRACE/ BLKG. _ , .- - . -1,MLE L . 0 ,.. B DC ,NII1_f NkILI.L' T CIu T� -16 N.T.S. E;,^r C', H F R I R-1: INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN vH 9 �� I° f+�IL x `� E 1= d a. RETROFIT WALL OVERHANG DETAIL (NTS) o w � � � � J � Q O Z INTO ARCH BLKG. PER INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE � E1�J6L k� � Tm a �, :I it 1, TE 3� `kP�hl :�F� ITIE L'.. E 3 i.N THE DE S I04 PR Si Q :_, , ; r, Tw1i #_)IIL I I „ , N[) K ;L,AC HNI FOR OVERHANGS BETWEEN 3/a° TO 1 1/2° 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 1-1/2' THK. OR MORE BUCK WITHIN 6 MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / ? I. ,T O «1 THEE DE�-I N iC:; TER; t N' SHEET SN F :P fOHF:! V FACwHi'w1-far 1 A] 5•�,`" ll EI L ° - LI � 4-J a F _.a I:.. . -° NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. w (� W LLJ Q Q (D � � O= � _ � O � � � � U O OL J 0 � � � J Z � � p U) 2o o Z ¢ Q ARCH DETAIL J 4' MAX. RAID. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i P }0' TzF PRO AIL)F wFAN EL FA t _1L 0 7` € EI'EEL"I 1047 F- � � //��(( O Q Otow,OZO�OOmZ U w wCO w w w ¢ c� > z o z LL O a MIN. 4" EMBEDMENT AT 16" O.C. 12 g c 3W d .�'!0 11. �3} 1�. € A ;- _} .i- .,. .. f:C.. �r,..l� `S __:L i. �� 1Y1 A';:.. G..� C_ IN ��I�.@:"��.��+I&•AT� � 11—p" F—p" C0 0 z ¢ ¢ ¢ O z � m Z w w 2 w U ° Q SCALE: N.T.S. SS JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. i T T ET _t_ F: F, ".I= 4 16 (; 34 N'1 �4 1,RC) IN n r APtE (P ,, h f_n .(v VE - INISH FLOge o K o = o ¢ Z < ¢ U_ ¢ o F ¢ LL 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED" �� _: PANS ° H EMBEDMENTINTO K.) PER NAILING SCHEDULE ALL E _' F € L E 1 NI 1 S F7S' IT 1 ° D ° 1/4" MAX " 2'-0" 8 � , � 9 2` 2021 1. N ; I I I OI A1 E , 0-KIN 3�k OI FL PAN I.AALA I0 II E D , . D #5 BAR � P a 10" a O BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON O i I H E `` F � °'� `�° ' CENTER / p D° ED W °, 90` H IN TOP - tV 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 8d NA w/ (10) 8d NAILS -REFER, TO THE. PRODUCT APPROVAL V' L< ETVR INSTAL,L� T ION DETAI'LS•': ° q KNOCKOUT / N 13• . ' Z LLJ � CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK I — — ° Z) 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2 -6 PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) - = p _ MONO FOOTING - _—_ •,, , ° I ° > U.) O p 0 M O VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. 2 10d NAILS 8" O.C. O @ SIZE AND REINF. PER PLAN — AND SECTION DETAILS `I � MLn a J JACK TRUSS PROVIDED BY XOV I ° Ln LL. V- 2 x 8 VERT. BRACE(S) LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION MIN. OF START OF ARCH TRUSS COMPANY OR 2x4 FRygN TO TRUSS TOP CHORD �FN CLEAN FILL o ° ' Z Q LLJ Ln Q TO BE INSTALLED #2 SYP @ 24" O.C. + + GTy PLYWOOD SHEATHING + + DIRT ° STANDARD o I— �- M � 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - + + 0 90` HOOK N Q Q 00 U SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + BLOCKING AS #5 BAR IN Z I -- Z TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + + REQUIRED FILLED CELL ®® , a �' , - ® , g ® ®. ° ®, e � ®~ � � �®®� � �® Uj J 00 BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAID GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" TO SUPPORT TRUSS + _ _ ®® ' INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. HIP. + + SOFFIT + >� �• �� ®• �� ®• ®• �• STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @a ENTRY L 2X4 SYP d s ® REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" SS EACH TRUSS MONO TO STEMWALL FOOTING SECTION DETAILS N AND METAL ROOF FINISH SCALE: 3/4" = V-0" CONNECTOR Noy GLASS BLOCK INSTALLATION NOTES SEE LINTEL NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, O A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY SCHED. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. o AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP ENTER SO IT EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR PRECAST LINTEL O D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL SEE ELEVATION DRILL 3/4"x5" MIN. HOLE SET BAR IN ao cfl ao ` ao o O O NO 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE "S" 2X2 #2 P.T. MIN. FOR OVER HANG EPDXY CAP TO PREVENT LEAKAGE � TYPE OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP W/J-CHANNEL SECURED (MAX. 4'-0") o 0 0 0 0 o A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL @24" O.C. FASTENED TO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT O N 6 N & N N N N N A REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR CMU W/ 3" LONG T-NAILS @ MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") N O- O O ob N 0 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER „ W.W.M. AT PERIMETER „ 24 O.C. � 4 �. O r O 0 O O , N COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED OUT. 1/4 EXPANSION BOLT (2 (1) #5 BARS CONT. WHERE THIS CONDITION SECTION ROOF EXTENSIONrM #5x6' EMBEDDED INTO EXISTING BOND BEAM o O O O O E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS ITH MIN. 3° O IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVERTOP SCALE: 3/4" = 1'-0" SS o g SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER g _0' F.F. FILL CELL FULL HEIGHT W/ CD 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 �- "� NON SHRINK GROUT. U N � � �- r' o N O ' �''� o � O � o O O � ° o A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° ° SEE SHEET D2 AND SIMPSON HTT4 w/ (18) 10d x 1 LU REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. D NOT FURROW. C J 0 0 U OW. _ I=III-III=III=III-III; o - - - - - g I -III -III -III -III -III- � �'-' FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO 5/8" DIA. ALL THREAD ROD < a ¢ J � #5x6 EMBEDDED INTO z Z * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W _ 1=III=III=III D — D — — � I I -III -III. EPDXIED w/ SIMPSON SET S U z EXISTING FOOT FOOTING 2 x N � #5 6 I CONC. ( ) M C//�J W -Z O p w cA * V REINFORCING COVER PANEL REI ORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. - - - 1=III=III- - � ° _ - ° I I I_I I I_I I=III=III' EPDXY MIN. 6 EMBEDMENT & 3" MIN. EDGE DISTANCE ¢ o Cl)FILLED CELL DRILL 3/4"x5" MIN. HOLE -F-+ �--+ W V w � p - F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP GRADE III LI I SET BAR IN EPDXY O a 17- w 0 a. _ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: CV D " LO -0 Z z w REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS z_ \ ' c., r o t, " I"' w = z m O TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° \ 4" SAW CUT = Z 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 (2) #5 REBAR. MIN. 3" 0 z 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 16" MIN. COVER EA. WAY A SECTION ry >- w O 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING �--� a- Z Z � Z Z GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I 1 SCALE: N.T.S. w 00 F- J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL ( Q V a w D z z K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: 3/4" = V-0" RETROFIT FOR MISSING SCALE: N.T.S. Of Q z rl z = Q O F- MSTAM STRAP INSTALLATION OF GLASS BLOCK. Q SCALE: 3/4" = V-0" O 0 a A 2023 m z Z w J Virtual Review Assist, In o Plans Review completed and approved for compliance with the 2020 FBC 9th Editi co O > LAST PLOT'ATE Nov. 30, 22 by Debra Anne Klahr PX2300 N , STRUCTURAL z4_0 0 _I DETAILS—RETRO FIT j1ii i i tai.,:ris I.; .11 E 1,111,:a. 1 SCALE: 1, = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ &, 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED — 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS E 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:' = 1'-0" VVMLL 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS E W "A" SCALE: 1" = V-0" 10 PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-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 NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS i `/-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER R 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" = 1 "-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = V-0" E SECTION VIEW SCALE: 4' = 1'-0" -3/4 PLYV1 ON DECk --2x8 SYI AND N/ FRAMI� 2x4 DRAF STOP 2x4 BLOCK C -3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 24' TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS •2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G.1 TOP OF STRINGER 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 --//7\___, i rSIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4' TAPCONS @ MAX. 32" O.C. _1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTTi GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. PER CONTRACT, El PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" SCALE: 1" = 1'-0" 0 1 /AIM UUIVO I KUU 11UIN Ur. I /'AILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND ) TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) 2X PSON Ml 10dx11 u L POST LET INTO LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES ECTION VIEW "H" SCALE: 1" = V-0" VirtUSI Review ASSIS13.+11u. prong Review campleted and appr €� N N O r Z_�7- KIM N O m v� 1tm, LO 0 5 LO pa .„a .,.., AW �J' 'Y jj w <, O �M w� w z Q N N L0 0 L 'i Q u mcy) co 1N 6cn NU -0 70_ 0 m w. E .= L M W O u o _ V / � NN Q 'N u w QN Nk ^1 c �2 W L O �w w Ld 5 LL QXJco LL�0 QU > US O JQ W O co Zco oO0Z00Z 0 bazO aZL0W0z �>Y Zw°U) Mo�a C)L ¢0ozg¢U u ¢ 0 �¢w N O CD [V zw o ::) 1'�- > U-)�o . o z < Lr) LL_ u Way >_ Q Q 00 z � I— W uj _j o CD N N O N i O N O O Co M c00000000� T-- T-- .T- N O N O N O N O CV O N O N O N O N d) O O r- O t-- CO O N co O 4 O ' O O O O) O O O CV O 0O is N Lo °' i N,,M --I- I L0 O ti COz(� Z Z —_ o vV W LLI C) F- O+� 0) O Q vo2o 3:a - Oa=Q �� Z z �� rQ �moz J z > Z Z T�I Z Z LL 2 C)a>- o �z W z T _I Q o Z U O c m � Z S T Q Z z w J LU M O LAST PLOT DATE Nov. 30, 22 z 0 J STAIR DETAILS 11n 7 i11 F,jl, T �, a u i�r i�. eiT__ ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1, ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 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 SAFE + VERTICAL LOAD APPLIED HORIZONTAL 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 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CAZT-CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB 8F12.0B 8F16-OB 8F20-OB 8F24.OB 8F28-OB 8F32.OB 8F8.2 8F12.1B BF16-IB 8F20.1B 8F24.1B 8F28.1B 8F32.1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 (191 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 (44) 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 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 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 NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 1 710 1250 1 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR I NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 1 250 1 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-OB RF22.OB RF26-OB RF30-OB 8RF6.1B 8RF10-1B 8RF14-IB 8RF18-1B 8RF22.IB 8RF26.1B 8RF30-1B 4'4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10693 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 T-8" (68") PRECAST 866 920 1770 1716 2277 12839 3402 3966 1167 2481 4567 6389 8060 (34) 7917 (19 9311(19) T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (10) 8060 39) 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 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 1 3129 4150 5891 47) SAFE LATERAL LOADS FOR 8 PRECAST & PRESTRESSED U-LINTELS SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* T-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 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 1V-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" '168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'4" (232") PRESTRESSED N.R. 148 51 21'4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS ��"-/►Rrn SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 < 1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-IT 8F12-IT 8F16-1T 8F20.1T 8F24-1T 8F28-IT 8F32-IT 8F8.2T 8F12.2T 8F16.2T BF20.2T 8F24.2T BF28.2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 1 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113315 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 $87 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 B 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 (M 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 (8) 1057 (14) 1225 (14) 21'4" (256") PRESTRESSED 142 198 306 (1 393 1 480 (It 567 (1 654 1 142 230 369 531 713 7) 903 (13 1046 (13 22'-0" (264") PRESTRESSED 137 192 295 (10) 378 1 461 (10) 545 1 629 1 137 221 354 508 681 (7) 861(13) 997 (13 24'-0" (288") PRESTRESSED 124 175 267 10) 347 10 416 10) 491 10 566 10 124 200 316 450 600 7 756 12 875 (13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4^"4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF61T 8RF101T BRF14 iT 8RF181T 8RF221T 8RF261T 8RF301T 8RF6.2T 8RF10.2T 8RF14.2T 8RF18-2T 8RF22-2T BRF26.2T 8RF30.2T 4'-4 " (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 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 395 491 931(12) 1301 15 1640 (151 1980 (15 2322 16 395 589 1135 1514 1 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOP * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS 15 c c a ° a ° o ° c Q c o° c o c o° o 8F16-1B/0T 8F16-1B/1T 8RF14-1B/0T 8F8-1B Q ° 4 > G °a - 8" PRECAST LINTEL W/ (1) #5 HOR CONT c BAR & (2) COURSES OF 8" K.O. BLOCKS ° c c W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR _ C.M.U. > G _ '4 14 v Z w w a #5 REBAR AT 0 � a ° BOTTOM MIN. (1) in U- cS o ^ REQ'D co Ln Q w o w `�° '616 GAUGE POWERS LO O STEEL BOXED a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D WGROUT 1/2" CLEAR z=C.M.U. 00 z = Ln ,-4REBAR AT BOTTOM LINTEL CAVITY c c 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 807TOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH) QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP UNIT'1871- 1ST FLOOR PLAN 1/411 /4" = 1 '-0" � F O O MAR 0 4 2023 Virtual Review Assist, Inc. Plans Review completed and appr/ed for compliance with the 2026 F0C 7th Edition by Debra Anne Klahr PX2300 N ® � C) O LO O co Ln .J g *. it <"R � S Z G 0 W 0 Z Q (n N L10 L 10 o u W 12 cy) � m (y) 00 N f' 0 co 0 a V �cn _ /. M W 0 c, ` o 0 0 m Q •� S LU V aN 0 CO 70 0 V, W H0�O zLLI �QE W LLZu- OW O�wmVOJ Qv, UXjcn�2�OHF- Z-Z0�OZLW00m UW W -OU W WQ J0 LZ O LLJz Q~�22a. W�H�W2 Y Z QQ Q O Q 0 D o�< 0 0 O W V) Z) N O V MO Ln CL LL Ln F- a d rriz i U < U Q 00 WC) W ko N N O N i O N O O 00 CD T- 00 T- 00 T- O N O NO O NO � O O N O N CD N O N N N O N M N N O O O & O . O r G op O O N O O N OO 0 0 0 0 NC) Cl) N o M 0 d 0 In 0 CO 0 r-� L0 lt M � Z Z o vV O� Wo�o oWcn Q Q O0-=Q �. ZW~� = m0Z �- = Z �! VZ?�. J 4 / G Z ir- T�. Q. Z Z U- O W Nil' 00', V�zz w • Q Z T-I, Z �QO U v g O O co S11 Z z J W 0 O O LAST PLOT DATE fV6+G3t�1;� . z Q STRUCTURAL DETAILS _I A B (L) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#51-(2)#5U DETAIL'A' DETAIL'B' DE,AIL'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 1 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No.3 964 1636 1636 1712 1712 6-6" 5-2" PRECAST (2) D4.5 WIRE (2) No.4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2) No.4 639 1167 1167 1152 1152 7'-8" 64' PRECAST (2) D4.5 WIRE (2) No.4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE (2) No.4 581 1 1062 1062 1048 1048 8'74" 7'-0" PRECAST (2) D4.5 WIRE (2) No.4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2) No.4 398 727 727 582 718 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 12'4' 1 V-2" PRECAST (2) No. 3 (2) No.5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 (2) No.5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 (2) No.5 270 449 449 1 286 451 14'-8" 13-4" PRESTRESSED (2) No.3 (2) 7/16 strand + N.R. 522 522 360 499 (2) No.4 15'-4" 14'-0" PRESTRESSED 2 O No.3 (2) 7/16 strand + N.R. 473 473 328 455 (2) Na. 4 17-4" 16'-0" PRESTRESSED 2 O No.3 (2) 7/16 strand + N.R. 357 357 254 352 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + N.R. 277 277 202 281 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 256 256 188 262 (2) No.5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No.5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL I'D" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [8x116-P-1 L/1 U] NOMINALWIDTH] J L QUANTITY Cl #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#51- (1)#5U (1)#5L (1)#5U (1)#51- (2)#5U DETAIL'H' DETAIL']' DETAIL'H' &'Y DETAIL'K' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'4' 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No.3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6614 10000 9053 10000 5'-4" 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" 6-4 1. 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'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 1 V-4" 10'-0" PRECAST (2) No. 3 2 No.5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 (2) No.5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 (2) No.5 1354 1354 981 1354 13'-4" 12-0" PRECAST (2) No.3 2 No.5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16strand+ 1419 1419 850 1347 (2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 (2) No. 4 1T-4" 16'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand +(2) 1035 1035 478 936 No.S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 (2) No.5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/l6strand + 834 834 390 763 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 (2) No. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED I21 No.3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P-PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLD LINTEL I LOWER LINTEL CAVITY [8x]I6-P-1L/1IU] NOMINAL WIDTH J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL 'DE' &'DF' DETAIL'DG' 31-8" 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 4401 4'-2" 2'-10" 2'-6' PRECAST (2) D4.5 WIRE (2) No, 3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (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" 44" 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" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLD LINTEL LOWER LINTEL CAVITY [8x] 6-P-1 L/1IU] NOMINAL WIDTH] IH `QUANTITY OF#5BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U (1)#51-(1)#5U (1)#5L(2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'4' 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No.3 5104 5671 6345 6345 4-B" 3'-4' PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2) No, 3 3428 3727 4091 4091 5'-10" 4'4' PRECAST (2) D4.5 WIRE (2) No.3 2787 3088 3369 3369 6'-6" 5-2" PRECAST (2) D4.5 WIRE (2) No.4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No.4 1992 1992 2112 2112 7-8" 64" PRECAST (2) D4.5 WIRE (2) No.4 1921 1921 2035 2035 8'-0" 6'-8' PRECAST (2) D4.5 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 11'4' 10'-0" PRECAST (2) No.3 (2) No.5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'-6" 11'-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'-C" 12'-8" PRECAST (2) No.3 (2) No.5 804 804 529 838 14'-8" 134" PRESTRESSED (2) No.3 (2) 7/l6strand + 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.4 174' 16'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 836 836 426 763 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 655 655 340 645 (2) No. 5 (2) 7/16 strand + 20'-0" 18'-8" PRESTRESSED (2) No.3 607 607 317 601 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 524 524 277 526 (2) No. 5 22-0" 20'-8" PRESTRESSED f2 1 No.3 (2) 7/16 strand + 488 488 260 493 (2) No.S (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (21 No. 5 399 399 217 412 TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLD LINTEL I LOWER LINTEL CAVITY [8xl6-P-1 L/lIU] NOMINAL WIDTH] ` QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER 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)#5L(1)#5U (1)#5L(2)#5U DETAILV DETAIL'M' (1)#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" 1 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No, 3 10000 10000 10000 10000 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No, 3 8548 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 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 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No, 4 2384 2384 1884 2371 1 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. 3 2 No. 5 1490 1490 1 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 (2) No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 (2) No.4 17'-4" 16'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1368 1368 771 1264 (2) No.4 174" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1084 1084 615 1095 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 1008 1008 573 1048 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand +(2) 877 877 501 966 No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (21 7/16 strand + 850 850 471 923 (2) No. 5 (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No.3 No. 5 740 740 393 772 CM term DETAIL "L" DETAIL I'M" DETAIL'IN" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLD LINTEL I LOWER LINTEL CAVITY [8xl I16-P-1 L/1U] NOMINAL WIDTH J ` QUANTITY OF 15 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5ODU(0)LL SOLID #5(2)U(1.)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4-2" 0 2'-10'' 2'- " b PRECAST C 2 D4.5 WIRE O 2 No.3 O 4032 10000 8687 9503 4'4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 34" 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" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 64" 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 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL LOWER LINTEL CAVITY [8xI 6-P-1 L/1 U] NOMINAL WIDTH) IL QUANTITY OF 15 BAR AT J NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION 2020 SECTIONS 1901.2 & 2107. ( ) 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-113 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GRtLD TSOP LEG (PLACED IN EE SCHEDULE) ) #5 CONTINUOUS REQ'D. R STRUCTURAL LAN P" STIRRUPS AT 4'-0"cc w 1\ OR WELDED) InTOM BARS NSCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" 00 m fV M TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEESCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 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 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 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No.3 6251 10000 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE (2) No.4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No.4 6266 6603 4891 6909 7'-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No. 4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No.4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No.3 (2) No.5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST 2 O No.3 2 No.S 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 (2) No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED 2 O No. 3 (2) 7/16 strand +(2) 2413 2413 1338 1974 No 4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 (2) No.4 174' 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 (2) No. 4 19'-4" 18'-0" PRESTRESSED 2 O No. (2) 7/16 strand + 1348 1348 753 1330 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/l6strand + 1254 1254 702 1271 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 (2) No. 5 22'-0" 20'4' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 (2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No, 5 898 898 4111 947 TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITYOF#5BARAT S - SOLID LINTEL LOWER LINTEL CAVITY [8x 16-P-1 L/ 1I U] NOMINAL WIDTH] H `QUANTITY OF#5BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1.)J(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-D" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4-0" 2'-B" 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" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7'-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 TYPE DESIGNATION S - SOLD LINTEL � � LOWER QUANTITY OF SAT [ j18x1I6-P-IL/IU1 NOWtl@AL VIHTHJ J L9UANTITY OF #5 BAR AT P INAL HEIGHT UPPER LINTEL CAVITY ' ' / A, O O 0 UNIT'1871' - 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' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 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" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-81, 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 4 . DETAIL'IDA" DETAIL "DB" DETAIL "DC" DETAIL "DD" 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 GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 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 10000 7066 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6'-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 TYPE DESIGNATION S - MID LINTEL rLUWER LINTM CAVIYAT [8XI6-P-IL/IU1 P.JOIAL dfIDTH"Ij LlQW� LIW,TEL 5 BAR AT P�P�tidtAI. HEIGHT TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL -] I LOWER LINTEL CAVITY [8x1 I6-P-1 L/11U] NOMINAL WIDTH J `QUAN TY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY MAR 0 4 2023 / /I V' Virtual Review Assist, Inc. Plans Review completed and appr ed for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 5-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7-8" Precast 392 1100 8'-01, 1Precast 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 2U-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended N N C3 N 0 M .: LO CID LO e E a �•A' 1=�m e _ � ° ram:+� g '6 S'+ ' V., a NN z�> V7. z Q (0 N L0 N 'o W L o U (y) c d :I) m V 70- M C E = o Z) 0� ` rn o i� 70 Li cD v Q V) LU Q N W L 00 E 2 g OL -0 I' LU (� WV ° Lu U) LU 0 LIJ ¢ 9 ° w~WWYz� rz�g�0X0LL0LQ�W X�z LL LL - I- Q z QQ 001O-OwoomzU LU O�YOj[a-+azZLL0aZ O� ° °QZQQQ LL.¢ o QLL f C) C) [V OW (n Q C) `M 0 M Q Ln U-) I� LU ce >- Q Q 00 F-1111 w W J C) mi N N O N O L N O O 0 O N O N O N O N O N O N O N O N O O O O �- O OL N M 0 r � 0 L O 0 L O 0 O O L N 0 O p ' N�� •L i � C)C0 N M 0 d- 0 11") 0 1 CD 0 r` 4 Z Z Z Fn � WUf-� LU O O Q �o �o 3:a 0 W W zL � ~M0-2 H = Z �=n V 0 ?) J Z �Z.z� Z Z LU ¢00, Oa U�zz F- Z LU O Z U v g O Oa � Q Z Z J LLJM CD O LAST PLOT DATE Nov. 30, 22 z Q STRUCTURAL DETAILS I I (L) August 10, 2022 Fbidda Deperiment of Rvslrde�-% & Professorial Regulatiori Oligo I Of Building Godaii and Standar�s I 7 Awki, viiii PKUL)U 'Opillill, Go"T A P"Fow"RO"VAL SvlullCllw-�IMICATION SHEET(2022) Product Approval Application DeUil > 0 --- _01 = CL 0 (13 0- 0 L_ CL As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed belowif im Y-er5jo Amigractum cian gligillaSr&1atam Vgpdattg Q VAILIA10 �%jbmbkg 'NAPL,9%, Awamall ��Wk Riwelion 2102y) T1ne�Tnl0Drp,&rm set�ja5pw_ Lynjon � Smnd, P E Rytri J Krnu P E�. 0712=20 ir 0 lui2v� Appr-�d Category, F_-r�ior Drion; RIM 843 PE-434ID9 cn mow-Iting Brackets Gairtge. 4�1 i'2'x 4- 1 �2'x 2-12 0 they will be utilized ro! on the construction p 'act for which you are applying for a i -7028 t 167 -6555 SuIDC�W*Vary_ _3wNing Eitwerior D— or, compliance Method Eialwabn. PreWt friv. a m - 0 Back Cross Support F��IidailW,rial Erg�rioe, 0 M-asib-CWT01N) Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expie Date CluDififtv Aire. urnicit ARROLVIL5110,LUM 6229=11MUM 1111=- U011211 snEe Prod kile", Nerm W Nairi� Product Dersig,ftftsb Exit millor, = g Lj_ 5-7v 5chedule N, Iti 9 ht 8 1 irc kill't ll[ i fir 6ZIld( il!) $ act gr T_"VHZ 2� Mt-vldc —'fvw Et Is'I'M E—MvIft t Themna-Tru Fb�C�ssic and Sniriotri-qror Namilial W3", &9t Impriati'l-, IDeque, 12,31,021022 yos Y e yems WA t�mposne E09T FEN-rigres. $"glw V*o, l; ii % . Orw 0. i X - lf, g d") 2 b therria-Tiro Fterr Nir, Ond Sn=M-Sim Nolminal ft*idf�F Opaqw, t2iM422 Yea Yot yers hArA 0 > U) E 1. EXTERIOR DOORS A, SWINGING Therim aTru Fiber -Classic and Sm cloth -Star (A�ONAMPACT) FL20461.1 +67.0iE-67 psf Bolts--- 123131/2022 Svi0PQoor,.ri*. acritilres) (Ineniiia;110u=n' g. XG. OX & 0XO U) W 0 7herm Fiber Smooth FL20468 + 67. Of __67.0 I 1 2_131/2022 3 Their ma Tru �-A�I_kssrc and Sriloiluir-Slar Worminal M*3Sr, & ainw-Elimpact&qnA Cipolore 12,11 r2122 Yes Y_s WA 1E a, aTru I -Classic and -Star (WPACT"') psf 41 Cornricreirte Edge FiblgEtist. Dwhial)—mh or A�ftwft,Sieitll F - C/) < Thenr a7ru Fiber-C�ass�c and Slirinooth-Star (�n!IIIIPACT" F L22 0 4 7 0 +80.0'80,,0 psf 12/31/2022 4 d Theirmit-Tni FbrOO-Clirs sle and Sirocaii-Stor NorrinalMKO'n Ro.alnipactiliquot opaque 1 2j31 r= Yes C-OriposTe Eckle Fibtrghass Sim& Door NIP, 14 Self -Drilling iZ7 01 v B. SLIDING MI Windows and Doors Series 420 FL15332-1 FL15332.5 +40,01-40.0 psf 122"131/2024 4--i'l 4/2026 1(config,lraton) 5 Tl�-.-T. FbGo.iric ind Snooth_43t- N..1 8"BRID orkar- I M1 li yers Y_ Y_ WA Comv;eeite- PGT Series 5570 NOA 21-0205,03 +38.7138,7 Psf ID31 QT,_'� NI114 6 f Theirma-Tril ank! 5emob -51r., lai yes ir, lo, C�mlrc%l Edge Me[glan Del Wr 0mv vAth or li UJIA 5Qtt1j0T1 EtjUk Pella Corporation FL2646 '-ftirr Sideiftt5i fl1`eAYNf0VWV1�'j X/Cir 0XK0 All, Hurtricarre Nlrao jifpiC4 A in li r? 12 31/20223 12131112023 1 9, Therinia-Tm nirid Srr�--t. Nominal 6&A-_1t9 &qLMImPr1&q" Grozed IMU2022 Yes. 'if, yi� rTA Crompolare Edge F.belgam Sinve Door 8 TYrormi Fbt*C*s*. and Rommel MOM 8 &qvaIrnPevd&Qw�, QWW I ME I r.10 Y,,r, Y1_ WA Eariff Fidireiglase _Sdeltels) ilimmilatOuteimng; rdO, "011, or OX0 C. SECTIONAL Wayne -Dalton Wayne -',Dalton Series 8000/81001F.2-00 #1105 (8X7) Series 800018 l00,O,8200 #1123 01i6i, ) )(7 F L8248.3 FL82,48.10 +31.01-35.0 psf +30.0/-33,5 psf Front Cross Suppoft 12/31/2023 9 1 7 horma-Tru Fibw-CWso aid onooi Nominal w3va Y-q1kDr.InnPa`dAqr`9r 01-11ed i 2j$1 r"MI Yes Y�_ yes NVA CompoSile Edge Fii�erq[Ass, Double Qor�M or Wayne -Dalton Series 8000/810018200 #1124 (16X7) FL-8-248.1 +34.4--f-38.3 psf 5&-Lackirnq (Mdy be CIO t LO W1 vI"out sidaillas 11 �__ Mt0utvmW X7 - OXX0 Left brack� et (16 Gauqvl 10 1 Tberri Fvih�-riaraijc and S,�,,,S;rar Nominal 81#ii�0 iial"JimpacAriurij: Glazed I w4t=- Yes Yes 'flas WAI P,i;Fvkr_'-xs SLr),poirtir-lic; A/( Unit Baltarsi sIldip D. METAL LOUVERED DRS Curries Division of AAi--'iG, Inc 607,707,727,747, and 847 Single & Pairs of Doors F L1 153:7. 1 NiA (see inst sht) 12131/2025 11 k. Triarna-Tru Fll�Zlasrlc and Glo�r 12G1,12022 Yes Vie& Yes, NYA Gomposile Edge 1,t�iilla,;s Single !3" A411h Z (T*�WA: 3 Carh �J& for liiifrri�m* j!;,!) diertiimirrOmliring. XO, OX or OX-0 12 1, Therml Fibet-r-tall and Snbh_�; Nominal 0 _'�- ImPQK&iaat i�iaziod 1201 i= Y yie* yal; WA �2. WINDOWS Compoerto E,,kj. Frol Doubl- Dooxwth DO %ti ii, soddlitev, XX Or 000 wril�on r unitionO fjrA�iir% ulton 101812023 I) trir ThemreOlru F,iliair-Ciadriz 4did ri-al-StOr 1 W 1 r20Z2 v6% Yes WA 2,Ve Fiberglasis nglae D= Mw �A. SINGLE HUNG MI Windows and Doors 17�'edes 185 FL117499.2 +60.011K� 60.0 psf 7/'3)0/2025 !In"r40kAir%,nrs XO, OX orOAC, ,larmalio-) 14 r, Tt,-m*-Tj Filkor-GlAsoic gind Snlrt�ro, imPrncrWvr;0P;oiw 1 ?Q142022 Yeo; Ym Yes prilrd, Z P T Series, 5500 F L2 3 9.2 A (33 IN/ corhr�sidp Fdae Flborglnesr Dou!�e Do& 41h Pella Corporation Series 10[20 FIL-1. 1206 +35�01-35iO psf G/ 1, 7/2027 Oxxr) 11" b 7i�mpnol,rru nbw-artwic ani;i Curoulth-6dir 12ri � 0211 Y e� lir im- yo* IVA F Elorida DoWirtment of fluslress Profess:orl Regulation F-9 i orl cramposirle l F%_rqfa� Single, C�xxr Aftli Pella Corporation Pella 10 Series FL1 6603 +60.0/-60.0 psf BLilding Codes and Standards 611M, I Product Approval ApItlicallon Datall 6`2212023 2/16/2024 ' xQ, OX or 0X0 -,wifig wabons) 1 io, p Thermal Tnu kor_r�t�w ami F�iixtreOor Nomin2l sax-EilF.0 &qljm "'Purtclailt 0i;,aqje 12.131 r20-212 Yes, Yes Yes WA ��rri ploiirle Edge Firtingleiiis Doudid, Doo, rdrh 15d"IlMs B, HOR2ONT4L SLIDER Il Windows Doors Series, 188 FL153,51.1 + 0 and psif 3127/2023 sqwl��rloh i I lr� 11 �:r q r'�.,on.,rr,, Fiber Cidire. .,d Sir-th-&.r ril-i-I 6&��a I 2tS s r2i.r_2 Y Y_ rl VA ' Comnosrle Edge goitr;f� single Lk cvIii VAeN4_ P92 Pella Corporation Series 10,2_0 FIA11161 +30.0130,0 psf TYQ1 versi siou"wur" Y-AMRI& Yell" FlIc A119MM &are slAw MN 511 v-t �W'Jkrs 114 Ali 1— 1 N. erc, I 1 5— F E LVI&I'= 12o,".20 kf, -rA C'Afow 19mil carri W7i 4a" 43U -E 137-19 0",id 3W,-1 Agn A-lum 5125/2031 fl nsiiiingfour�-V; X -efigOmlielij 18 f Thoinnia-Ti-iii Filoer-Crassic and tiom;mrl WWa Op;iqure 12E3tQG22 Yes Y_ N. t4A Coirr, o5ne Edge FrineolaDe, &PoLe Eo- ltrth Pella Corporation Series 100 Sliding Windordiv FL12811 M ; A C FIXE D MI Windows ana Doors Isenes 183 FL-15349. 1 +60.01", 60io psf "lareq ry: inlrode�itd As a Riwl, No. 413112023 TI riArin ra Tru Frr�-C] risiril,raird SnncrnSiar r.rpmrlp !I _1r3V20L2 Y No VA cdmiedsing E�_cp F,oeotrtw rw'Irl. c-oor- Min Oil Cunpl$_- alirddd�d: E-il ri,,puel ir -nimn 'ix or PGT Series 5520 FL243,5 NV 'A F496U Rzstt,ird Ahrl � a LOirnw 9w 3012025 410 -eigaeon.) r ideerio"t 7 to 5,12024 20 t TrieninaTiril Fibv�Qa�w rind Srrnoordn=Smr Nominal 8&#-E?LCr Opaqiie 2J2 1 r2m yee, Yft No NVA C' omNsr1e Edce Fio5rvass Slpqic, D� ZI Ll riti,ma-T ru ririoq-C'1Arc,iir 1 rilmilhal S&M 3 horl-11 I�:ipo iiija 1 1r: r t 1120 Y r'. irris No 140A Pella Corporation Series, 10.1'20 FL6694 + �50 01-50 0 psf 04l slik"inirl fil 0� ARDo,)"ij [,or bhow color AMA blif-r1irrilem pirodxil �Idliwri crot .. t Eilltlldn i fthAi. tfiftlz lRuMma P-Dwe Oncti- P100d. ArraA." V_t Y.� Y ORA 1 525/2031 ad Artois) Vaw�'9rOuuiwnw X0. UK- 0XQ �-oauiauonra 7 Fil-,Cta- Pella Corporation 10 Series Flange F�xed FL16280 tq/A Snreirt`Vvn� rk= W"Id-111 F�.ndon Fl-d rid V�rilalior, Vent I z1l t.11,23 Y., Y, NA Stlyriin klodi m0ared Flood Vml Y*5 Yn NA (E., ven 415,113.22-1 MU.11 Flool V�l lml,7023 ye,ii Y. 14A +1on"01.1 12/31,'2024 22 1. h-- -T -d N.mimiil 8&#S9;0 a .. tfk- mpact&�.A; Opq- 12f3lr=2 Y_ Y_ To. N�A Connowte Edge Pivoirglaiiii 0oliolee DourvOrh Orr likliout Sideliter, iorrn�Cnitwog, XX a CXXO D. MULLION MI Windows and Doors Sedes5764 F Ll 5353.]`r2' VA NIL/ A 51-11.1-i wdel ffl �4n W_o� G-g. D_ V_f imlx2an Y ii NiA or i, I � , 1.�. -rti,4,nl iiii 011540.1!r7lu 'A:Q5d01rdlhrrrvjI A, ood0lon, 22GIPU21 Y64 Yerr WA �tooii 11K, 1 &14 rti,414 Okirell ir i5ii1r, 5 P4 E4 r &,110 Qov�e GrOr FROM Orill Imi yett ye�, WA wA 5126,12026 wildjumaoili 2:�i Thopoinir prill Srimr�thaIaf h1coritipi ".14oi$ Vaired 121fli'2022 itis 'r, 1"'0, IVA C0.yiposrtv Ecige VOdeigj"s Single Cori, PGT Selides 5500 FL261.1 N/A �i'rrrAw,24.i Xcondouilie,m) 24 Thwrria-Tru Ficer,j�arssx and rilirriirw SM397.8 &quctribr_�mpacttlquol; Glazed 12,13IM22 Yes Ym No NfA Go,�ripowa EtIgg Fibergliano; Single 0oor �dh E. OTHER sidiribil X0 OX or OXO 211 T terrnii T Filmr,OsgriJid Ood Norrimel Mi aqur�tr,4o liT"ctkawaE Gladerl 1213 1 =Z� Yo, Y Ol, N. Flo Ida Dopoivnerir of Business A Professional RegUlarlibn ftir, 11 qir I C'Miposda Edg� r-,bLr31#D% rdniii Oiler �,Aid iii oa�oirt Siddlltxt_� OnmkingiC,idwetinir -A a CX X0 3. PANEL WALL SuIdi rig Codes and stands i ds IlMoloill *qfQ_Ai.mj 4 z Thenria-Trill Fb"-O*.Stc-d on-o� 1"1,121 8MM10 adirietlilk- irripacti , G182.d l2i`31r.1= Y� Y" WA Prcidui Approved AppQ1 cat" Delan 1213112023 C :m poWn Edlie Fiberglass sirVia Dwr 0 �fioursrbon) Thmnir-Tw �1rid-Gla4on and Sr--th-Star yer, No IVA A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 IN! I A Ji,drill IN-0 Date Dole PondInd par, 12/3112023 coinposite Edge Fbaroa4s angre cooir will Sbrk4dee(s) lInswriciCiOrrofirri, X0, (A-ce OX0 coritQvrertiunrij B. SOFFITS Alside Solid and Vented Vin, I Scffit FL15272.1 - FL152712 +75.01-75,0 psf T'llin lidelIar, lamiaii Livarato Sulinartlad FftC 6rarapir stern 2d gb 7heirinnii -T m F A---- -cLirmic and Sim-c-Tfi -liar Nc:ritirad M43a I n I =22 �e� Y� No i4iA A 1pha A lum 1 num, Inc. Solid and Vented Aluminum Soffit FL-116544 R5r +54.21-54.2 psf Revi 2M DmY�11,ll 1% j rkwmau, Ztchary R Priesl Locke Batiditil P E 0112wirm IDF11=21 7130/2023 Erva Imllreegriss Dorroke D-r .8, or "Athout sidoilftc� rl,�*Ciutl 'O(� Oxxo C4akgol RWrng IW213i)3,1511 PE-74021 �X,4,300,1900 3.bCX.gorr. %%IW c,onnellenc. mi r-LatiOd Rogan frOm C� OTHER Redd. `o;rs1lr1[ld ArChl--,1 ii Liano �ilrl Floidii plof—r-W FIOW171573-15111 MAR 3 4 2023 It" ffam a". Ngli zvllilt� r=21A5MMLM2& ii U99M cum 4. ROOFING PRODUCTS i D-el Mail RoOrrr 5,j"brol orin� lorik-,3, Dvc 5D86, ow'. ",li� okv, -na IWW20125 N_ No NIA 12/16/2022 Floricle Department of Business A professional Regulation Bulking Codes and I . . .... A. ASPIHALTSHINGLES GAF 3 '11-ab, Dimensional FL10124.1 N/A 6129/2023 Product Approval Application Detail V B. UNDERLAYMENTS Tamko !,for Shingle Roo� 151b Felt Underlayment FL12328 IV A n-Allk= Plyqlass USA, Inc. (for Tlle Roof) POLYS7ICK TU MAX FL5259 N/A 12123,l`2023 ;is4 ladid 2MA Padftrd,=4 Raw" Florida Department of BusiJness & Professional Regulidlorl fi.q, 21 0 4 Building Codes and Standards 2UP diksim Ew _1 kihaw yidwelail M&Liftlia ElEg IRA, Al a al 2ozz W Vflodil�n w� I,- lk",f all vc, Lun Rerieno L— 'At- a Lkpch. P,E i a-laii 1,1106PO-A Onaallm 17115wlro AprX�W Virtual Review Assist, Inc. C. ROOFING FASTENERS NOTUSED calov: F�0. c {�-;j 365-3300 4 ill r,� 3i M4 SmCiitei S�lwu Eminor Door Airot-Jas blemg�famevd Plans Review completed and appro D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 FL16918,4 IMA Product Approval Application Detail -912026 91 1 Modd. RwgL�emterlor. comphance with the 2020 FBC 7th 12! 16 31,12024 A3 by Debra Anne Qahr PY?3nn Flo,dda Ililetal Products, lnc %11' a nt 10 R\," F L215810i'3 211a ZULU= 2= T_ viividdro, mamalacili 2ea-t-4 Equinearg License varidated py lrabd�w FEW. AggeD,,al APROo R�� 2020 T,;erma-Tnr Gcrpo�ton I�roor� F P Ryan j King, P E C4115O2021 12131 r-1020 041n,122, M35 M-21 App,vied 12/11 0/2025 ArimwoodfAiiIii- Anonim for u Inivioict 0"Ill 4" A, hrcid"t MiM. NOnt a iri, pier'll D4=[WQ c.*w Anlidwi Uir OlAt" Whiz Radvant PLIsaire Lomanco, Inc DA-4 Exahust Vent FL17202.1 + 97 51-9 7.5 ps f cartegory. Exlf :io__ (8M eA_732$ FT-43400 ($1 $) 767 -16 5-1, 1 stRIES 4,N)A1uMIP!uM aGo SERIES 420 ALUMMUM SGD 0A) 12M 0i No Y" Nio WA E� ROOFING 71LES Bora�l Tile Villa 900 FL7849.27 - FL7849,28 N11" A Staorategory Stiringeng EAeri or Door A4wrrThVe5 c,Dirriva"co tillonow E-Iriatoi, li fr., . m F101oo Regi.Mored Aichdot�t Li Flidindit 12131,12025 HVA-P[EiNFOKED 2 S MEG sERIE$ i ALUMINQN1 SrD� OX XO, YX 12int'2024 NO NA �Ad,�a"arrqua oi a cartned FLV20l Produelt 12213112025 3 MR�Fr 420AILUPAi 5 W- SERIES 420 ALUMINIJUMD REANFORCrIDOX0 IWIA014 No X.. N. MA 4 fER Ei',QRElrIFQW;iM 81ER12 420 IW310024 'Y_ Boral Tile 11.33axony 900 FL7849A6 - FL7849.20 'A QlifflijaMlaarce, &Umvilld &_YN Awroiml to[ ki D-- I's geortracit �jormm" Do-. MLY-M shaws Uri U010 =01142 i F&',2rjALUi A1_Q61INLM8GDREII11FDRCED0X w rYA 5 SERMS 41��D�UMINUM _�_GD REINFCR�M l��S42QALLJMINUMSGDREIPiFOF4C�DYYX 12(3112C24 N. NIA 143'-&wlikiI,�S-Aiord DMC 10ONS, DMC* 150S S, DMC 175Q. DMC i I od Smouth-5"o, NE-131 rams M-mimpattAdu-1, Opeivioi I W 1.12=12 Wo ves Y.� WA lr�-mlo Edge r,"Islis �,,E. 0-, j]no,i01oO1AsWvV: x I F�IOOr F� k4i ETA L ROOF Drexel Metals, �rrc, '21'()0S,I DTvlC 51111 F Ll 7679 1 +0/-180 12`31 1 2 0 2 5 n"Irri-Q-71 v and smooitp-SIO, &14--1 1r\W c t& q WE Cirtii,-P� QrllfirM l4o Yes Edge: F 4crgims Single D= vath aX. or OXC, 0, -ther� T11A -1--wA SP #3R8 z1-,uq1j cr,"quit I wnrl%2 No Y m- yini NOA Edge F, i Deride Door with Or Fiorldia Departri of Bwjwss Professional Reouladon '2 E 5. SHUTTERS tha-t,� delvies, 3.s,'dvT./Ch;or,.ng StAliong Cadeo; and Standards MMAl A. STORM PANELS Global Protection Products Galvanized Steel Storin Panels FL-11 5076A - FL1 55076,2 t-11 A -�rrqurallo nsI, 4 d 1 horm,�.71li FrV�w�Clvivr And SMOCAh�SrAF tarmimal 80,30�0 &,I-V nrfliictaquo� CrroqiA I 'if! Milo )(Re 111ire wA 12131/2022 co,�,cisrte Edge vlleerr,�mles s;n9le UOO, X oonhgimitol i Product Approval Application Detail :D All American Shutters & Glass Galvanized Steei Storm Panels FL178691 i tNIA 5 in Tnentra-T. F,ber-cj.�i, nd llmonrn-aiir Kol4nid MA�9,0 &q.&I nVt%qut C)pailiw. l2ni= N. Y_ Ye, NYA 12/31/20422 �rrnq',krdre Edge I'llairgiaim; Single Door Mil SdeW.) X.O. OX - 0,110 saft . Relax R� 2" amll QGU F§QdM me I Met YgNor, ft-alkfiliolum Carl" Enalaw 6 W�crrrrll va""itid W MIAMI 41ANd Ill M Arii Airroroorl krad, 7— ii, f Thoirma 1ru Flicei-Classsic and SrrsocO� Srar ritennal 6841110ro &qO,,r oli'llifiic 12rr1,ir00Q No Yes VNT' idrA PWA rro.".Chi I 01.0-11 Doe, fiw. i"ore. Jr. Is &W. P. A.— P E 01,11212020 U) 6. STRUCTURAL I -Or Citrnpoeibr, Ed a F rx4d4rOO Elcubin Eider vo id Lklelft_ iltawmqlourdrmmg� xA or rj>or,�!r en _v 1113 ."'. ek.i�k or w2mg IOCMA20 IM51132ol klidirirued CrOdlene, ce, (3310)7i5a-6121 PEA1737 (Iii-dit) 821-5200 7 g Th.mra- T, F,tv.-Cli and Bri-th-sta, Nominal l &quot1rrWvt&qwt &�-J 12131i=2 `dr Y� Yes f-41A Com oasw Edge Fr bel Snglc Door CraoglW Eilit,,r. ooi,�oei SaC�.Urr &-er �.r- r- C-ligili sari Eeliiatirri ftln�l M COMPONENTS X-figir.bon) a 1, Thewa-'Tru F�rw-Ckins;,� lm SnioOlm-StlOr A � m, n a 16&,* M, � 8 , 5,q On t [ rrp act & qx i r r1r [ �a d 11,70 "Al Y, no '11A 1, ,�bm Poor. Frog e F1 der q I ats 8 lide CdOi, I ovir � i Fledlo R`tjI6jeW At r it U�sed Firricie Erion- > o USPI Structural Conn, Wi CXvJXc k WOOD CONNECTORS)" see chart FiLiti -,AD Simpson Strong- Tie see chart g Th-��Tw llrl Snc-)Ih oa, "Oriminal 6W30k.3 &quotl nlpilaii Gticined Y� Yes Nil-, C-o—to Edge Flbingl� Dovole Dilor litti, or So.Wtn XX 0-3fA_, ANCHORS AZZO&L'all. 41" M Q&L 4-mb- Or Man; liwoom Ill HvH 0"0 ftearw-1 priiesure 3 .4drin 4 iliullD: m. wom Y,$ Y" ��11 00,05 r > o- , In '00 Ix irlb,"i'lli "Im OL 10 i Tf _O,Qjjn,, Ind SrnOlrThS6F Nir,rtrral 3."'ddCl G1,17ml fill-3 1,112022 NO Y,oa Yas IVA Co,pOwtv GAIge F i be'n I Dris S�g ! Evol B. TRUSS PLATES IT'Viiill"Building Components Alpine Truss Plates F Ll 999, 1 FLI 999.4 N/A 12/31/2024 11 l 81) �rla I OQ1 200 itf 124 Ul Wei, wiEktt 14 q. Ulm hlri Grac rij i2d�ilh?2023 i Y�w rill, 1700011: 13,�o 0 < IvIiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 11 k Tir.A�Trlj Fiber -Cl��c liti_Miti MaMo Glaraid V -ni 'IF111-12 No yi�s Y_ N&A Composite Edge Fibetrg4loi Singie i wrt, 12/31/2022 M0,00d, 1 00PET) 0 40 1 L4 16543s� Max iiiedh 1-illl;39, rieiihedint, Ellazino KID -O*40i-M30 _Wdlediriim lop orinarokidirlib wrborn 12 1 Flb--C-_� And SmDeVhZft1 1213V2n,;r NO yes Y", NIIA 3131/2023 C� ENGINEERED LUMBER Weyerhaeuser Rim Board. LVL PSL, LSL FL6527� I - FL65271 5 NIA Edge Ftwrql��s F.)oidnia Dw wor 01 D� IVIATER�AL iCast-�Crete Corp, High Strength Concrete Lintels NOA 20-0630!, 15 11"Ll'A 9/11/2023 S.volh Sta, Nwri,mal G%Mle &qrlrpat&qwt, Giazad Ml�_d 12t3l,M2 40 Yco Yeli WA Open Compowe Edge Fibisrglai Single DoiOir 11 5'25/2024 Florida Department of Business a Professional P P.P I rl degutaton L.2. 0 Commercial Concrete Fli-oducts, Inc, High Strength Concrete Lintels FL11774 A [I X 14 rr Thamria-Tru ano Smootih-St., Grained NVO1iid 1213 1 rM2 I* )ck; Y� t,,A C; c-pows Eqj� RnArgaeit Soole C.- rath hIdIiii Cpoiri Gfdriidgi,%'j f3wirding Codes and StariMion Product Approval Application Detail 0- 0. 0X0 _1,glileboi c"i -rit,irra-'TrO 12iii.er wri SnicOA-a" tia- no� bldg-Mi'a SaurojrwoUquio� Glazed W�Idtid l2f3i,0022 No Yes lr� id'hii Compieift. Edge Fneitql� Cmulole, Wo, wrnout Glazed Moid-d Orrell Sideldes. �-Osovwvffv, Xx"T �)VO p U."t.1 6&ft3aa 0i da core car, ponlarro E". IF"Ske vlaim womirriountir, coetAot 6WRL. XAMmAm XAVA aftoori F ac ftalial Apol 91" -4--1 M Edge Foorgiarsa.L�rn�lri Door wth Voided �Ptln adefilile(L) YO CXoir CXC) CIO rfi�iljlrii on,) The products ��sted below did not dam onstrate product approval at, plan reiilrle�llil 1 at the! tirili e ofinspeiction ofthese products, the followina inforniation must be PoO Tool n9drn, I) l� 1. Jr� 7 oahqri� P,F. lZirilono I wri IMW l2j11lr`E= Appir-d ciregi EAR ro, tlax� tv 1) `1 W .2812 D54) aii?�SUIO &Ac�fliiww", _' Z"" t71AvQtilrY_ EXi "Do"Con"' %,j, and Norrinal GA43a,4 kuuL,:n qmlit&jpuot O-parlijo i V3 I rz= No Y� Yes. NeA clompitanc. 111-l"m IC KVIrr. arlon hulk UM9 - Comixa� Edge P"!� Doubie 5rw. wh or fficraGiared k4o" ow �3,d.hes i. nc;,An�jAswiri�, XX �OXXO �.Iiguraltcrc) available to the inspector on the jobsite, 1 copy of the product approval, 2) High. N.- ar W�r �07 H. A" 015-1 rrrf --eal sing in q mir, OF 1=11,002b yo,, Y.i, Y.- r+1A Door, rrallow oneal d,�_ 0 Florida Npartm" of BOrsiness & Pfofei�slonal Regulation i f 1 Bt,ildiqg Code* and standai I Oiml LIJ Product Approval Appilkadon Detail Florida Npartrient of Busirew A, Professional Regulabion Fital urz BAsking Codess and -Standards Product Approval Application Detail _j 920 :Run or: cap me Q*- peimro�� 992 Ndt yitxorr rildii ComiLl Bao-IJ428 U;ilil s"m� t1lio_ AlarmLvel A -all -A VA 'AV A . AMPv aa lipla n2o j, Rk Minrni-Dindir W,,OO C-ER idil 5,,o,:r %lrlil, ir,TV2W� I diZiWw"W 11 i4qriOdQ iipprwoil C�g". D� ceift ftl 3AW vat. P�Ardelg no- 'Aid.9 E��Wj� C� A-r,mbl QmViNeQi*4; Qtr*ceeVle,,, v LvA.9 APPLICANT SIGNATURE DATE 13= Yda:ad NI.Df-Am id"Ad vior"..-A air AfAriated &--,&,Ld IFFIG Ariorl A.-o-d M M Art Nndo`i,.$ and El- Ek.11sanger rimkk,�n &,hrtedoral ao� M. Vrori PE 11 A 7111T -111 WI-Im-lo 11127,12020 AWotel calloloar� oAndoies rre,,� I I "r) 3,11�6454 sr"AreDolvt aft4t Holp SHEET NO, deeftillewrini li hridtoved Wr usid !kdoldrt Doran cimplilro,,$ N er,", �,,Pkj Oj,Dr, 11tni Or: InOno flongaid U&I DoOi3dir kvHZ RaSNIVI Firwilol or 04.. 0,, u lrnpllcl� viiirl ailing Q 17,114 21 Y.� Y. Amoired F*f U" QM&L 9-4 mo-ft N—mosir or Nam Drod1wet oii"�evijn c irr HOZ "slilk H "ir"Im priia,"m 2 Qx72 Fl, Franoi, Fivine, r3l-i�. Snilir rluiV lCVi No Y-4 No 4,W.Gfj FDA 1.0 ition . e__ (1)_____T_ (D = i (n - 1 "kiflid:,i DRpatol of 3ul ptirl I "i s I 04A I frial -, ,.I 1 Florida riapoamarl,�Dff�dW�oss&prc4os,-�ionatRnguwion M_ s & Pirtlifelaotinaf Reqolation F-broo, Diepe1morl 'd nueloose: 8 porfoor[i Reg�lvfiori rl�;., FrondiM Dorwitmart of F3uFjl1r+ol; ,K, alofonsaofl;r Q afi"n "l. e. 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I i Flerld,4 :vloaror-a of litiontHs & Prokialfronall Rea.dotilon ols l 11 Florida Department of Business& Professal I Regulation ', ol ii 4 T Florida 0eparimi no, roors & FrOfss,�irr,rrl ,'40 gWarlien I ,:l, 1 V I I - 112 i Model Department of Business anti Professional Regulation "I �1�li I jffl�,l 1475U.022 I 8,41ding Codo�s and Stnnnoods Spi G,�ozlps and Stan-livirls I I Rulikilag Codels and Ailandard,, I Building Codes and Standards � 1 3115i2022 1 iProduct Approval Application Detail Produd Appi Application Calan ___ __ I ...r 1'.. -, .. - ..... .... . .. -, __ ...... . ....... Produck Approvail Application Detail � I I Product Approval App � Itcation Dill � 11 � . �� _ - - - - I (n I -9 I I lo"M Flavor-764W I I � I '. � � I � - � � � - � � �_,� I �� - - - � - � - . - - I � � � r ,k - 11 - I L � L � - � I 51N,zol 1 r --- . I .. � L L L � '� ,,L - - I - I I I I I r I - - � L. I Elf. we" Nor r, *1 o9ri! 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Shul (95Q 6150- ��afS PE-44*7 (4154�� 72-6224 i follio,�T,.g (I "el"i fi- ` I _`:� I a) I gm Emtv.o 2M 2&t-e 2= 21gk AMIUS I &HIsCianeably Su-iria"llo torn .Wlao, rjtq�Lpt ap. I rlircuo.0inny! R-irlig ili,c,,.,l P Mill ill �qdj��,k�'�rojl i 01JA�oin( lilloillirlil i rg"t,IHII,p��l��l'��Mel�,rf$i�O Rpe _Fxg ill ISE 1% A'hddM U W I 9_e� filil ARRMW Approved �i,,n,%LdPwOf11.QRVe.ng d"lon. I �l��!�ll!,Pll,ll�c,r��,��,i,n,DI Plill'i'llio, Rool El i C-ompleeive blialinart L�O`JidlOr RoroQr� frOO, o� i � __ M112120 Manufacturer Contact Widated gy � I ,. AMA' -10,(220OX FRC 1 2; 1 5iT. 02`0 i" � in'sla R�eqefi A r, ii orl ol o v CLen�i l' [11 r ris, � il ,n 2020 POLYGLASS LISA Maury,A,4Oert, LIcense John W I Ctt, - a-4,1nolo. K.Moo ' Ew..Illor, Romov, orese , 11 I o� F,lkll lohli'l'i Fri low - i Category: Roofing S9542f)313SOS,na.rerb,Qp,r,l�V1,3&g slorl-, Rian,bdA1,hll1�'1r 1$ t.11,i�sirildnoaH �, la" t-'aaa, I . _mN Robed Nierniner, Knezev-�ch, Pi ARRMY.al zool,ovena E.9oftr hiIahii.sLuarsi I su, Wall ry: PE-59168 (954) 77a4-,24 11roiall-20 � rEvaltiz- Paigiolest . � onderlayrriante n_*1"Qa,w_1M2l I ali-4UAlrvu-__ Aeunnoilla �111 3`21H=10� 2i 2=YP- 1 14U gtwwrdssw&A216"��rr -- How . i aAgid. llag lat raue�a UkAlWARS9211 LapaAgnuillm 12LUat"I to:.--- 11=12-lian I Compliance Mlitinad: arifir,rinnuil ,4 Q; i I P . M11ill:ll i ""hilill vi or rioll i �lniill O, "fi�es ,,, ��= �'�_G - -, , l N V Ill poerinei !l��iii!glt rit Eltmrzftun Ii f. 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' s �#m}+`,(72 g y, A;' "I'i++a$ftif'"�.,w':7 Hb #iCt r .w," ',..F$, e OwN Ion or Enmrnpoldsi .-awl gnaft file- Dw 'dei'$d"3" Pww-flimil Deg,"She►.'Re, 4 n 4 e., p Us, 8&SX2 } s f i l i €E 6 Cz CZ 0 0 < CL 00 CL MAR p � 2023 g � I Assist Inc.CL .� Virtua\ Review and aP� hd�tion completed Review 2p2p FBC i Plans , the PX23p0 i for comPbN ®ebra1 Anne Klahr SHFFT NO, August 10, 2022 PA 1 .2 7-'.� 7 H I -T 'I - _ -- -T -------..� _--. - - ------ _ - _ ..,ram;.', .J...II t, I: 1.1 �: -.l. _ �� 1 Tfl l 1 1 --- - --- If 1 r. ,I :.r, Il ,l, a li:aw�,e cr) C) 0 Simpson Strong -Tie 2020 FBC Approved Products upcoil ol 1 esia-20i E= Simpson Strong -Tie 2020 FBC Approved Products OriavlrTr lr`11,7112-, Simpson Strong -Tie 2020 FBC Approved Products !2f3M7fJ2rl E== Simpson Strong -Tie 2020 FBC Approved Products upirstric f,-?rVY2n20 0 For mirl-ir fines to ell approvals, listed beloW, gril�'Z FJ sr��-t links �o gill SST approvaiq filed belaor �Li Far r i, ir F, M-Tra a ell 0, Cl le ow . Ica' � id rag, dbel l�.S (D D_ rloilda'S 45telsoide F'roduot Approvel iastern mid Nadi ofArx"mr-tan'ro (HOW, ar pidijuarral triftirrimlial egair"Ping FrAirfes PnonuoiApP7nvPJ,%mtom sind frintni.CiadoC%nty Vnr,, C9 ".,aptAnliv liii,'A�l I �rr freulanail rifix i r irlicilli r OgtJ del I -NA �rk a arllewni, iii'al Eivifloir, CJ Mare-Virde County J mil or A�rixritanffki fINOA) flqfiz 4 Par ad, Vitt flo0difiN Stalkelvilirle bf ortitit Approve) fijisenri, are 1 d1ilonrill lifurniaton nalow Morril-Dedo Gounly Notice of Aiieliki�.micir hfiraAj� L: J �d _Ultag 31 U) EL9935til-R7 FLM0446-R§ F L#1 04M;_RJ I I HUS, HUS�*, series hangers Face-molunt himigels avallialcof in sirdiffis rang�ra; from 1-1,518' to 3. ", Cz 1 Cl) 9)16" a rd file ights rang ing from 4-511 6�' to 11 Concealed fbng A (3) Q .12a Product Model, Null per of Name Product 2=rijal2ni §121 Product Model , NuM ber Qir Name Puduct Descrintion Z:g At FfLodtl!ij filociel, Num per or NaMe Product Cresoriciti2n version lHUSQ available for models having Ykth equallo or C:) 0 1 Til Stainless Steel Concrete 8 Masonry Sciew 1 114" chametw Titen stainless steel masonry screw 1 A21, F,23� A33 A3443t� A44 Argii 6 T, BITS, B tH Bir,ci greater han 3-9f1 U' L.- - 0 (D 2 APA21: Al-A.4, APA6 APVA2t, APVA4. APVAS f7j.1,door Ancei Angl-,-, CMST12; CMSTMi CMISTC16 C-Nad 9rniei -12 IUSserries hangers Face -mount hang arls al, aierbin in vauvisranoingfrom 11-7/8"to, I PV 14 APB", A[--:;"R, APVB68, APS66R, A.-SM, APBRe--R. APB1 010, API�h U1 OR, A 61 Outdoor Accents losi Oases Z CS1 4, C'Sl 6, Cal A C�520, CS�� Curled Straps 51 and hall; hass ran g ing from 9.114" to 16' = 0 FJ!i APPV�_44R, AFIvi APVB66R APIVE88. APV[389R, APV21i AP116101 OR 4 CSH P1 5. CSHP20 coilecl Staps 13 LGI_13_25-SDE_� 1-GU5.83-SIDS, LGLr-- 2"aS Face- mount hangei Cz 0 4 AF-i APDJT2R-4, APCUT2-6. APDJT2R-15, APVDJ1T_7-4, APVDjT2R-4, APVE)JT2-6. Outdoor Ac_-_nt5 ID-ei;k �c st T ies Compres�5ioNTetirswi 5tar; 14 LU24. LU25, LU-18, LU210 Face-trinnt hangers; C) -0 Sea # Product Model. Number or Name Product Deeicriation APVD�F?176 6 DSP, SSP� TSP Stud ro pizilre to is LUC26Z. LUC2107 Face-mourtir hangers F= I SD101 1 ZDBb Outdoor Accents, Connector Screw APHH45, AIHH4b-R. APHH61 1), APHH61OR Cul -loor Accents i=4es - Y He ing, e r III, H1 0A, H2. 5A. H3, Hb, H 7Z, Hi 6, H16S, 2S Hurrici Ties 16 LUS sales hangers Face -mount hangeta aredablein -�Wom ranging from 1-Wle'to 4- (3) Cn (1) 2 SDQ_i 11, SDii - S_)i0l 12, SD10212 Strong-Drnfr, SD Carne--tor Screw 6 AFL4, APL6 APT4 APTS, APVL4. Aloli APVT4.A.PaTj3 0,1Aonir Aocenh; i and 7 Pearr.- ia-C-31u,,ir H(�7�2� H(;T-3, HCT�4 H-a"(`,irder Tfekllrovn 518" and heighbi ranging from V to 10-lSi`16' 0 Cz 3 SD91 1 2S�>r SUs,21 2US Strong-OweSD Collins= SS Screw 7 AP�H24, APi APILH25, APLH2tR, APLH210 APLH21OR Qu*tdaor -x-cery.5 Light Hangers Hurricane TPE, 17 MGlJ3.6aSDS, MGU5.0215�SL*, NIGLFUU-SDIS� MGWJ32-SDS, MG1.17.00-SOS Face-mounif hangers 4 1,4 ODCF22512 SDCF22614, S13CF22700, SEYCF22Kb, SDCF221014, SDCF224Zi Slinorg-Drive SDCR Tirriper-CF Screw fl, 8 V Z. I - - Stc*.Verviar LodgerCclhil,rtor I a HSla2-SD51 5, HSS2�,-S[ $3 J-18S2.,3QDS,� Heavy '�.kfld:Shoe '18 Mir) sentes hangers Facia-rinxint dangers available in va-dVis asiging from 1.911 kY"lx) 5� SDCF2121134, SOCIT'_221334 SDCF271958� SIC1014'272358 9 ChIT2Z C-974Z CQ'4Cv3tad 81-11M I Vii I IST 2. 11 S-i 3 ll I'S T!,r. 11,45 T 6 Stm4girl Stralps 'Iff" and heights ranging likes 6-15116" W 1di- Iii 5 SDGF`22434� SLCPCR2�5 12 SDCP22614, SDCR",2700, SDCP22&1d, SUG P-2gil 2, 1,31org-Drive 10 C�Jll_'Vi CJT4Z CJTV, CcnTinafod Joist Tio,', H f S I ill, HTS211 H 1 TQ4 H FS28, H I C,�l J H [:l Heia4r I ,,I Strop f 9 MUS26. liglfr��8 Face-minuirt islirgersi 6 SDCPX.11 100� SOull !34, SDCP271400 SDHR`27_-:rC,. S:DtaR21614 SDHR314100, SDHR31 614 h-�rrjrf;-l-,lrrveSDrHR (-orlb"Sed, 11 12 DJT14 PS Oii�icf; Josr: T* Dry dvall Stop 14 1-1 i E-020K f F f Heavy "Fiflist �Sfrop Licht Floor Tle Aticho, 20 SUR SUIL SUIRC SKiewed race-ricubt alvallable nwidirre risniging frow, I 4016" to g-Ar"Wand heights ranging from S lil 15" he F'j 7 SOE21,112. G-505-26"-, SOS252-12, SCS2530D. SD&2s3l2, SOS25412 Stror�-[)Five Sul", Hearvy-Duty conneclor Screw 13 F-r-4 11 _�s Franilag Chips 1, b l_9rAi24,r.,.;lA30 ..,Srk3s StraigN Straps Conceallarl flarge version (Srli SULG) available fortill double SDS25500 SOS-25800 14 FWARZ Fnu�dariron Wall Angles -16 l li -Straight Straps 2Xand 4X models; only acute flartge is corciyaled� a SOS' .51 1-28S� SDF2621DGSS� SOS2521286, SDS,S�MOS-S S092631"S8 Slbroln�-Orfi SO$ Heovy-Duty Connector SS Screw is GA1, GA2 G-T�et Arges, I- f3n20 Bodging 21 U series nangere, F`Rce�mount nanceirs a,naii in widti ranging from I-Wl&'to 9 SDIti SDWF2724. SDWF2726, SOri Stroing-Drive SINVIF F-loor-to-Ploor Screw 16 Fi2ui� H2' 5T. H8 HIOA-2, HILIS, H14. HGA10 Hurfcanri�iirs n LTS! L'��I, 6. 1. TS1 8, L rF,20 li TAst Strap &'arld heights ranging Imam 2-5ff'ka 1 'Ali 17 18 HCJT-z HH4, HH6 Hsiaiify Ccr�neaolsed jri TL- Hasner H-q-3-- Ni - 'T hISTJ, KST48 Nl_�60 rvlST72 FL#IGDO?-RS 19 KK-1Z Knaa-]Braciiir Star�,i oer 'T -_A21 kfl�]TA2/., MSTAK- ii A--- MS-li NSAp� MSTA12 ?i ti� & fa� Sti Straps FL*10667-R6 20 LYJ. L5C, L _j 9 0 Anges, _7 MSTC-.li MSTG401, 1,1.�;TC!,2. li e SEFaip" Straps k�91 Product Model, Numbeir or Name Eroduct Desc notion 21, L�, F4 Port Cap 27� hil UaB3, iviSTc6i PvnZrTr� -,traps 101 Product Model, Ngtriber Qr-hL4= Product Description I Ai ATRIP4,i ATR3,14 Thirmaned Rbrj� 22 LtWi _Z;CO, LS'0, LSQO S kisi b le A n 9 le s 24 MIST1210 ii li li IVIST172 Straight Strels, I BA series hangers Top flarge hangers avaflame earl ranging from I -V16" to 7- 2 AT(i ATUi ATUITX). ATUD9,2, ATUD.9-?, ATUDI 4, ATUDll Aluminum 23 1= Acil,,rimble !fair Smrigel Conneclor L6 -1 S2 NT ,2 iATS18. IATSI�l NITSW NIT, 14C, Nil SW� 1A, S301- 9f?diL1rn`ho.,lsl Sliafr 1,9" andheights ranging 1ium7-V0'lo 30'. 3 61"N8�Z BPV2, BPPV2-�il aPSi BPI,18-3, Bf.13M, Wiri EPRTUD34 Bea Nip Plate$ 24 LSSJ26RZ4 LSSJ28LZ. LSW2,3RZ, SS�21 ii LSSJ21 ORZ Fiii,�J Adliustablie Jack Harger 2T-, NCA2xl 0.12, 1 112, NC-Ai2x6-1 d, NiCA200-1 Q, NCA21i: 1! 2 131 berdoirilf 2 D:ZF:tieries hisirgers Topflange, hangers uvirrable, In wcths ronsingi frorif 3 15i'61to 7- 4 Cf AAi3f8 r_',1WVV2 ChNV51�, C Nivi CN"1508� $ r2, CNW314-W Coulpinf� Huts 25 I.S5,R31.8-1, i i SSR2 W, LSSR2%, ISSR210-2, i Fii�� Adjustable S1a,:,iiliflT!eiSkevu1dre I iving r�, V RCIii R0,,1,1Gf4 il"Jittl Gerrinp t.7UCi CTUD55, CTLICS43 C i CTUO76,,�JUI)77, CTJJD,57� Cl UDi CTUCIPI. Coepling Take J)p Diev be 25 UrPi,l, LTP5 T is In lato s -15 RPS22, FRFI��Z� Repair Plaile Strap 3 DGF serieffir hangers Topflange harillifirs srisilhadli winnJiffs raingingi hribill 1 1)2" to 3 z UDQQ 27 W1.237, Nri PAL257, fli P,1121:07 Ar,q- 29 pftipA S� T1 to plaiiiii Con rercle), 5iltil end trimill lie to nc,; irlp, dell "'ir" to "4"'L 6 N3. Fia, HU� 140 Heavy Hex Nume "19 NlrilHi2l R ocif T Is - L-:�urn SVC. SP4, '$Pfl, "aFlul Sai 'llets Tie 4 V�HF senes haffigirlis Top flaings, hargercava�larie a vinithrT, ranging train 1-314" to �'3, 7 RTUD3, RTUO338. RTUD4, RTUD48. RTUU5. RTUD5, WFUD7, RTUD8 Ralchei TaAe Up [Device 29 forwTHC Hin�ed Rout"niffirctoT Cc[Lj4, �jpHd, S Heavy Stud Plate Tre 5`8` and helghts rang,rj 'Tom 24" a, TUC9, TUD'W Take -Up Device $0 Mtill.1.120, NINIU.1210-4 MMLU26. Mili'll-U28-1, filMl MMLU1211, MNILV39, ]VIALLIQ11 Fa o--unt Hangers 3�., $Slf�'�,, 5S2,5 SS�1. 5,'a4_1, Stu, d Sh o e 5 E55 EG�% EG9 eerk-n, hangers Top flange hangers availabla mvodths ranging front 5-1,14" to F�- 9 TUW38 Tafutr-Upa`Vasber 31 RH C, R M-P ROCA tiounclary Zr1JP5 5-Ta, Sr12. ST1f3 5F22, IST292 512-22 S12215 ST 215, 'T 2' T 710 S fi 14, S 5 STIr.e. ht Straps 718" and heignIS iianairrig from 11 'tn 32-Iff-T 10 URSS 3J8" Uplift and Run T-_-rikii System 32 RST--- print I ia-D� a4 -1 a29, T827, T P3014 636, 1 EM2. TSU _B56 -1360 T ensic, aildo,rig 6 EGQ series hangers Top flange hargers available in wdihs ranging from 3-618" to 7- 11 URSA 112" L' pirfl: bod Run Tiedii System F 7=� RTC4_1 , li R-11,44 Rii Te� r'�_rnneclrus Qv TW612, T%ftifB14 Ovall Bracing 114" and heights ranging ifircirrin 11 -Vi to 32" 1� URS5 U1,11t Rod Pun Tiadomin Systern F4 �Tc ST__T, OTC HTC4 Truss Eflips __ VOT VGTR, VC I L Varrai-Ae Pi C-!fder 7 eclow, 7 GLS senies fanflilers Saddle hangers avairlble in from 3-11Vto 8-719' 13 URS6 f1js i i piat Firoul Run Tbdavvn Sysilent �2;5, T_Cftlr� TJC57 Tmi Jack Clim, 3T WS1 015 VVS 1013C, VVB 1226, 110, 1 AS141C. Viiall BraLing and heights ranging from F-1l,2" to 28"- 36 Z4 -744 Fiai Stiffen in Clius Z GLTV series hangers Top flange hangers available in vAdths raingingfrom, 3-1)4" to 7- 1 f8" a rid heig hits ra n g mg from 11 " bD 37 F L01 Q441 - R6 FkFH0i 9 f i B "�r ss. hangers 7 op f lanige han get s av at lab Is Tn moulths fa lig ing from 1 -9116" to 7- FL#1 0447-RS 102" and heights ranging From '-'to 30" §W Product hiliggi itignilber Qr Narn Prigiduat 11!U Froilrot 149clet, Nuffiriper air Narrei pryd4cl umulipligil 10 HGLS series harl Saddle hangers avaiddialia Pniiiiiiii ranging from 5-1 A" to 8-713" W I OTT2 HoW-down 2S&A Product firrodol,,litfurriber *it Narmi Product Dc%c ription i CBH2 Vxf:ii CgH2.57xT9l'!, C�4217xg_75 C-irceafed harilliffs, afriol heights ranging from lO-VZ'ta 28", 2 H DC-1 014, H OCI 0 Hold-dorfor. I AHEP Al4uatsble HIP'L nid Cortimin.tol EU Di DH UTF lismas trip rigeirs, FaceLitri CHL�iand togi-fl4ringe iFHJTF] hargers 11 1-1,17I.T:mmisis fliangtil Top'llaings hangers available in wid1ths rangirill; fiden 3,11i,'A' to 5- q 4 HDOS, HHOO 11, Hi-DkO14 HDU2� HDJJ4 HOU5 HDU8, HOU 11, H DL414 HoldLdeai Hold-dcim 2 3 DS,-_9P-StTi 0SC211 0SC'_5R_SDS73, DSCSL,S DS3 G� -tr.t Cunn,,ctv r, Gabe Fka--d CO-nineCtOr avaiii in lfiridthl; rangling from I 9,11fil'TCS-9-18" ard helghts fengrfg iforn Irf 23.1-511 8`_ 12 IdGLI V sense hangers 78"and heights raingirric froarrilli-i l'Y'lef 32' T op flange hangers avaRrablee inerahis ranging from 3 -104"'1 T- 5 HPA25. Wxl�- lotrap-shle purlin anchor 4 HCFJ d�T i-CP4 HipConler Platle HQU5 Z-SIDS, HGU5�ni DIS. Hr'_5_cZSDS, HGU[7�00_SDS, HGU7 Z- Fiace,-mobrit himigers 1/8" and heights ranging fro'n , di er 6 LS`HD8 LSTHDBRJ strapi incilizi-down 5 HHFC2 2, RHRC42, HHRC42-2 H.Hli 51� HHR-44T HHR-_'6.25i li 37,13 12. Heavy Hirt In Ridge Connectors 13 HIFT series hangers Top Flange hangers available in wdths rainging from 2-506" to 3- 7 111 frili Fourl prattler, anc hot strap HHRC66 HG"S series hangers Facer -mount hanges avallable hi wooths ranging from 1-5/17- IN18" arid heights rarrarng from 18" to 2&' 8 li MPA144 Strap -style- purlin ancincir, 8 -1 HFi 81, HR= Hip Qdge Connector and heights ranging from 51-5iile-' to 1�-7Z`, 14 SUSTF series hangers Top flangejoi5t hangers avarlarcle in wellnis ranging from 3-118" to 9 PA18, PA23, PA28, PA35, PA51, PA6R Strapshile purfin ancl . -of 7 L-Rii LRU28 LRU210 LRU212 Raffner Hanger H 5-SDS HHG_U5 25-SDS, HHGOS 5�SDS HHGU5 52-Snd�f law U7 GO -SUS HGU7 2 hangers 3*116'and heights ranging from 5.5fill'to IS-rlii 10 PA118, PA123 PA126 PA135 Strall purfin anchor 8 I -SUM LSSLJ28 LSSLJ21O J Hanger HHGU9AYJSDS is HUTF HUCTIF series hangers Top flange hangers available in widths ranging from 1 -9116" to 5- 11 ST'D"r ST'�'O!'R' Strapi hole-dai, -9 li TI�Fifi T male Searing Enhancer A HHIJS2C-2, HHUS28-2, HHAJS210-2.HUS,46� HHUS48 HHUS410, HHUS5�50110, Face mount hangers VZ' and heights ranging from 3-7flff'to 1Y Concealed flange 12 STHCy4r STHOJAR-J Strop-slibile hold-down 10 TC24, FC-2,66 TC2F TriussCiip HHUS7 7�PID version iHOCTF, available for all models havingvAdth equal toot 11 THA-29,7HA�13,THA218, THA218-2 7HA222w2, THAA-13, THA418, IHAC418, THA422, edjaali Truss Hanger 7 HSUR, Fail, HS"URG, HSJLL� Series er srund S hangers availimbia instill ranging from 3- THA,7_422 THA42F THA4224? Tllil,426,7. 118'' Fn 5 I/9'arid riefghis ranging from 4-3Wto ifli 16 HAP series hangers Top flange hangers avanah�si in widths ranging from 1 411&'to I- 1 i! �H;a a-': 1"12, IF AQ Xii 1 HAI 2 ti2Z 1 HA 222Q�lf HA02_� T H Al 3522 TH A, 1122 russfiaiger Sineil for _Joam Ccrivealed flarl verercin (HSURC, ISULC - I arvatlaqk- to! Al 1,08" andheights rariging from 55.3iVid, 13 THAL422 THARC'n S'rriii ",Lni Hanger ooil�fla -,X arid 4X� irrilrdals: nroricsialed 17 VAIPHI series han gens Top liangehangeirs zsairlable invifidthis, ranging from 1�g�16 bi 7- 14 P-;JA206, L"FHJA2t`i, LTHMA Mull I russ Hangers 8 VWU26� HTLJ28, HT1.210, 1101.126-2. �VJZ_lff 4 -'TU210-2 V�,ce vurtiflit hargels Ull" andheights eirigirig 1njm5-Xs`tl 15 -14_402_4-,RDS3� Tf-4JM2-5-SDS3, T-4jlJ,`,1& 7H .11_l121fVAf Muripfie Truss Hvingers c! HU� HI-11C series hargois: ging Item 1 l6" to 7, sing iits: avilailbablif, iivi,�Lis ia-q 18 ITS veres hangers Top flonge, hanger,- avielaorn m%efflits ranging from 1 -9flireto 3- 15 T�5BR2-24 iS-V4-.C:rnreiake[flange fill'S" and heights ranging from 9-1X'ta 16' 17 vPA-2. vFi VP.A3, VPA35, VPA4 Vamable Fri Comiedcrs 'verson ii svaf[alli;l for all 19 JR series hargefs Top flange hangers livarable in vAdth of 1,9116"and heights 15 T ,�rtf� ey Truss, Che greatei he'll :-gill rf , mg from 5-3fa" to 7.14' rang �O hJC"' 61/9-SDS. HUC01 8l1i!`Saf3 �-'-�DS, HLJCQ-_1l0-'3-80S Hl_1a1Z6_rTi_ Fact-irriount hargers 20 JRA series hangers Top flange hangers avallablein width oI 11-911&'and heights SDS, HUC041C-SICS, HUCQAII-� DS Hii _R09 MS, HUC05 25/11-SDS- ranging from 9-AT1 8"to 4&1Z' SLX:; MAR 0 2023 M-r-OM Simpson Strong -Tie 2020 FBC Approved Products updatto lZr3l"t-2120 EM= Simpson Strong -Tie 2U20 FBC Approved Products Updated 12-i Simpson Strong -Tie 2020 FSC Approved Products Up dirt e d 1 2,'3,YM 0 E= Simpson Strong -Tie 202D FBC Approved Products Updated I Z14 li 1 K H E� �RF, For dirro:it Nek� to 01 C�ST approi Wod tlolva, �LL12 Wd� 9 or di Neil, to all Z�ST opprov ftls risked boAcife, C L :; K H F of caerTt linins I o o I SZ�T appir ci�cl� lai r, allitiv P, 5, d. JiL - Fordroct Mks tool Oelcw: � --h -i _MC JjIL Fo add4drim inforri regarding Hordia's r3urt"We Product AppirwalSy5tem and Momi-Elade County ti ofAccifpsifice (Ni LJJL&4 Cor additional informator, regarding Flcvda'� Gtate*,ide P-niduct Approral System and Marni-li NoaTv - For add it rena I infainD bon regarding Flail da'i, 'Ire For addiborral infornisoon regarding Huri Statewide Product Ap ceptance lf,10A)� LLEi__t". i Review Assist. Inc"" Vidu 211 US serre he rigeis, I op flange hangsis avaiecife inedlh of 1: 916'and houghts 56. `.68, S/L6V`.1'_1, t : fri, 51LI[�"YZL`[d, SVLBrrZ37, SILBV2., S&Bll`� 'YrlVr1'2 Tl"EW4 2tr Sr_ElV4 75 S�LBVbfCl T, up Flange Joi 5 SET-XP' Adhesive Anorhor-for conarwer Plans ReNi completed and app ved regirig frorrig, 341"10 115 I'V, Sh Uv,'i62, Shr i 011f 6 Strflrig-Bolt 2 (S-1-82 STSi STD2-6GS) Anchor for concimeavailable, in carbon the 2020 FBC 7th Edition 22 LEAZ sense flarge"'; I up flange hingeT5 av2killdre inmodth tef I gir'16'and heighle, 50T SfHT iflif, F,,"-4r !_.T_1 'C HTAilijvM's slimifil and Types s04 arid 315 attainless stpicil for complianc with lainging from 9 23,01 V� to 13-1,08" JGIS'E fdairii0l 2�) S,'li 1 7610 , SiVIST72 Carlos 1111.3 I'll 1 7 Tiltan HID (rHD_H, TJJD,Hl THD-HdSZkTHD-H(i Tilkin HD Heavy rhey Scrina, Archi for concrate arid niallsonny by Be ra Anne Klahr PX2300 23 LE33, LEGS� LEG7 marift hardlers Top flange hangers availati in widifis ranging front 3 1!14" to 5 _T HRSr� HIRSA, 1-IRS12 Stap -f �s 21 SP4. SPO Sei a 43 is T w is avrmiarble%fth box dead in carill szov aid Tyi 304 end s'l 6 71s" and reightni tnirning from P" to 33-lJ17' 3 HUCC4210.3i SOS, HUCCC310-SOS _rr�� flsirgef SS_P 0,13P, 7SP Gro J Pla W 7 cri foUrniess steel, or slidn cQuilittersunkhreard in carbon steel and 24 NE35, ii series It angers Top flange hangers ausililabits insfattl ranging from 15-1,W'to 0- 4 TH-,B-- THl THQU-12, THGOH3 THGE.114 Jc'sic Franger z3 Sli CTC _es�,-_lrp Type 316 stainess ateet Till" and heights-, ranging from 9" to S2-10' �-GO-2-SC)S3, 7HGCA3-Sr.�S4.5, THG1r)H__7'_aC)S3T THl S0S4 5, THGOH4-SOS6 JnTsa Hlarri N -oM2 Truss Rrace, Diagona 1 8 Tition HO Rod CQupLw (THOC ARC� TH05M4RC) Titan HD Threaded Rod Uutilenfut ccricreld 25 NIT series hangers Topilartge hangers ovailialible in irAdths rainglingliorn 1-Wie'LoT -1 6 THQ'�i T HQVi TIOW4-3, THCVlAW4 jo -- Hanger 25 T JC3_1 rluzs jack coriffeclof $0 TUn HO Thirsatled Rod Hanger ttHL184-1513RH, THUBV15l THIC-37212RII!, Tilien HU Threaded Rod HargerVir concrisle 118" and heights mriging from gl�`IX'to 24" THD502234RH, THD1Ci 26 PF� PFBi PFDR� PFC155 sonars hangers Top flionge hangers av - arialple invikiddh of 1-9116' and heights 10 Wedge -All (WA) Wiadgia-All Anchor for masonry ta riging from 3_�W to 7 116" FL#1 1473-M FL#13904-R5 27 28 RR Vr1P soros harraiers Ridge Father connector Top flange hangers available invAdifisrangring from 143116`tio 7 NA mg Pmdgz cluscrilptiou FTo_duc_t MidiliL NuffintroLcii 11`5" and heights ranging irlul' to 32". CETAL20 QQMble Einnneced Trui5g,inicitor CC�Ctfi[3 62-SCa-l[fg, CCCia4,6'2_SDSHD�o. CC(),rA!y50-SDSHCK7i, CCTQM3_132-S0,W. Plasomy PcI Caps 2 3 FGTR. MTRHL, FG7 RHR 11-11f, H-15S. A18-2 H164S Girder Retrot Alriifor HurrilsiTe"I'a- CCTQiNil4 6rC;iDSG. CCTQrA5 51 LCCinNf13.62SDSG. CO'COPA4 62,SDSG� S-pa I 1 Egogluct V2dg1._NwMA%EiZL AT XP Fisgusa Rmdabga AT-XP High -Strength rancrelte or minsionry FL#.1 00i RE 4 HF.- IrAl ?, HFTAI 6 ]-IF HFITA2.4 H E 11 A 4C ECCLONA.62'G-K7, rCCi_0k:1_fiOG-K7, Masonry Pier Cars., 2 E1"-HP FT -HP Epolity Adhafario faii masonry 5 RP liikl� 12. HEll i rEf AL20 Emll-itfieri Trium, Anv.rmr KT EC CLlr4MD5SOQ-K1, EZGGLRQNi KT, ECCLRQIAL)-' 3 SETOQZ SE i -Strength Erioxy Adhesive fici reason ry %XPlidigh §gg.# I Prodltzrit Made), NuMbor or Naring ABA44 ARA44R ABA46. ARA,46R ABAB(i AGA&GR ProdU2ijr,2L-.lr21pon Ad instable P,-9 Seat, 6 7 KiA fill rfi� 104419 HHLIA16 HHErA!2O FJHE`TA24,Hl-fEfA4D tvsilx�rory Fir"ofit corlfrecic'15 He3vyftirbeldded Tiuss,inx,�ier z KT� E=l_R,QfrAD5 53C; KT 1-G(VA-5 25 HGUN4550, HGUf,,1.71D0,HGuFi 25 "GUMDOO H8a,iy1Mas,_,,nPy flangem 4 15 2 (STB2.1 Tlilerr 2 (TTN2) Stntrng-Soft2 Wedge Anchorfor rpasolery Titen 2 ScrewAnchm ear Czrw�nete 2 Ai ABU"R, ASU46 ABU48R, AGUF�5, ABU5-6. ABUIIS ASH68 ASUMR, AKJ86, ' Adjustable Post Base P ti _G1'.A-3DS2.5, LG74-SDS3 Gv-dar T wd-zlinfri 4 1-GUIT126-2, _G(Ji LG� J1,4254 Lr_�Ufrfl LGLiti LGIJ11,126-4, LGUM211002 flignatinry Seem Hangers 6 1-N.4n HD (THD.H4SS, THC-141- THD-CSISSS) T ii HD Heavy -Duty ScirovivAncher for renclets, available in 3r-4 AdUSSR, ASU1010 ASU10100 ABU1212, A81-11212i"t 9 LTA2 LatsraJ I i Li ss Arcfroi LGU101210-:� _GUfli �CI,11?446 _G1.0148 LGLIli or 316 stainless steselwori, hex hivaid and 316stamiless steelwint 3 ABW44Z ABWAARZ. ASW46Z, ABW48RZ, A8W66Z,.ABV466RZ. Aaliiii Adjustable Pr-0 Basa 10 JAET Al2, Ivil li lVi TAETA24. M_�TA40 Erifbpid®rt Tru,:; Anirbini MBIHA312/9 25, M81HA3 12,11 25, NIPHA3_561`7 25, li 5619 25� M13HA358111 2lf Nfaiscricy 11or., Fiance Bni. HarfQerr, countersunk head 4 A04, AC41l A . ACn, Atr-�aR. ACF6 Post Cap 1 t NS71 AM24, NISTA". MSTCM40, MSTCM430 Sli ap Tie To, ti- so, i Fy li e6il 1 88 fi 5&14. MSHA3 S�_ 16, t.1i 56)18 MSHA5.50P 2S� 7 Titen Turbo (TNT]i Tilen Turbo Screw Anchor for vancralle, or marson ry 5 6--4, BC46, UG4R. DC5, BC61R� BC8 BC�52-214, UCF,2=3iii post Cap 12 V. 5M16,1i 9TSli HTSNUO Twist Sli !-or Ma��onry IVBHA5�50,'9 25 Nil PHA5 50!11 25� al[i Will 1 138 NBH A5 5ail 4 MBHA5 K!16, 6 CB44, CPA6. CS48 CB68, CPflfi Embedded Colurnin Rpai USHA5.50/18 Cz 7 CBSQ"�Si CF,5Q4&5DS2, CBSQ86-5CS1. CEEIS08li Embedded Column Base 6 USFR,13,56>1g.25, li.45HU3 5fx1l 1 25, F,45HUZ5 Ci 1 �88 MSHU3.5f�114 1!06[40:,� 56116, V 5 "Gri as .0.1 Masotirry Bearn Hangets FL*16937-10 > 8 CC, ECC, E=(:S;aries Bated colorne caps werb Vid ranging ficwm 3-10" to CLlrl` and W21 ranging trorr-,il-i lar`-1�112` FL#1 1491 Nfrgqlij-� Sad 18, rn i, I uAi Errq 2 5, ma 1-rP5 517,111 MBH5 i I 1105 A, NSHU5750/16. fASHU5510.1116 §ggl Froduct Mootill. tigoi W gr NaM Pr2guot asconti 0 9 CCO-SDF0 5,:FCCQ-SDS2 5S'aries ScirriNired columin rapli,yrifith VVI ranging from 3-1 il' lo 0.112" and li rardling from3.5i'll" to 7.1 r5l'' JUJ I EL2d�d Megal, NMm12@r or filarno L;7T!Z lamduct Dgzduflop Urcr, T ri T re I X34BIlill t,-5K, Xl 81016, X1 a- 01641K, XQ 1 $1018, XC)f BI 01 5.4K #10-18 Striong-DrIve X Motal Sellf-Drileig, Tapping Scrismai6itt-i #3 Drill Point > 10 CPT44�', CinT61V.. -�PTRI�iZ Corrucaed Perif Tie Seep ? I Di 2, 11 Cll 9 Flelm,,i Holoovnl� 2 XI-011471224, 11 12 EPHAl ErPgi EPB4(3, EPIE69 EPSV� Embedded! Post Base, EmboddindPoet 5171 3 4 ILI HDRE flDi HU,15: , 1, 0�rli 14 TIT4 H77 5, J ITT", -?J4 ufnfle� Firvialovnial TorTnor-. 7dc� H Product lAddell, Nuiefter or Name Produln Deacription 1 Xli � 148 li C24, Xr,101 1 AS 1,11',4-dh, SclsiniA ont, 05, Cill Firimand Lairge Defrietoi i feit tAhselsil Heed '912-24 r3heng-relille dW NiAdiu,ifer-il lend fAl rdeSillf-Ohling, 0 13 U38", LCBi Embedded COIL111n SqSe 5 Lll LfT20B, LTT1131 Lght Teni f Ps 130'04222 TOO, SDVV22,53P� SOIN22143S SLifaV2246,8 SUAVZ2600. SD%"i`2Z6Oj SD',i Suoi fil is SD,&' EWP- f`L If and 'RJUSS-PLY' S,,--ens 4 XQ`1 14S � 224: XQ41 t4B1 224-2 SK X1 14 $1224, 12S 1 224� XQI 1281 224-2K Ofill F arin Tapping Sveirris 1 #5 -ointrindliffiediurrilD siteirli-lex 2 #12-24 Strong Cirroa X kleblSeff-Crilhing,'rapping Scralwivio4tri 14 U`i LPC6Z Light Post Cap [)"If Point 15 16 NPi laPicii UP288L7 S Zr�, P666R Pi PB44 � PM PE ilirloment Post aasa Enlrbleddoic Pass Base 3 SCIArO15800 S_')VVH!9CC,1Db, SDV\111�1400CB, SDV`,r41U&j011B S�VVH1980OCIB, SOIXH111100OCS S-turrinri SDVVC TRIJSS S-_ Sercn=-Drp�,. SEVVIi Tl%l2ER-H=_XS_revv - XL134SIO413 Xtja,,IS1016�51K #10-lbStrong-DnveXUWpt�l-Self-Drdling, Screws with 17 PBS44A, PBS46. Fli Embeadev Pan Base 4 - ii3O:f3 S'Dv.H 2 SDVfll:27t;CrJG SDl,1Vd271ai)X4, SLYOV11271 OC)i SEANH271200i -S _)vvL SDWH I UveOER-HEX f,,DG Stroi 91 Dill Point 18 19 P12-i've PUVIC, P:�44-=Ia PC-46-16 PC4n-1i3 FIC-64-16, PC-5a�ld EPC4J-4e PC4- a��flii, EPC48-18, Rowi Post ease Post Cap _Se2_# Product ?_qQd_AsL 14urill or Name MS'Si &3718x2il, SB1x3C Product Description SB Anchor Ba;�5 L - 0VA z5 V L - 1 12, SD�AS; 163 00, SOP 163 1 22. SUAiiiiii 640) - fiVS 19 6 0 0, S DWS I P? 14 3 aNS2 2 4 OD Sili S225M -S DVIVS2 2 512. S EYvV19 2 26iYj Stiong-Dirpire SUVIS F F-AMING Skcra� Orl, - SLANS T MBER Screw (Inteno,, C-del �,L E 0 FEP084,-le, Elici 2 �TB161 SSTELO, BSTB24 SSTB23_SSTa34, S!�JFB26 SISTE161., SSTB20L, SST2241. b Anchor ELolts I SCiVii �_E SDANSMOO, SDIV.' 2900. SDNJS2-210i SUVV 71100 SDArs:1212ion I-W ELIJaLMRO 4-- 20 F_4Z pi PCOZ, F)CSRZ Pi P�I_BRZ EPG4Z, EPC4RZ EPUdi EP1_1'6RZ EPCaZ, Postcap 'dST 528L Z:DN=?,G0D8 SD`4&2124G13T;P_ �_[;.T. QDB SMVS2-2`i SDV;S:228C0DEf, SCVrS Tiiffirili S;cTevv,1F_Asrrxxr G fade) Ai Li F_pC tPrz SDViii (R)ODS §2al Prod ii Kodel. Number or Nearly Firoduct Descritifica 21 PPS-444Z PFB446Z Poll Base SDlA1,S225z12DBl3 Cuelow Ancerils Structural Wood Snn.,V, 1 0,5SOB43-5. OSSCH-46, DSSCH-348. DSHS Bripass Framing Drift Strut Corrineictort R Abol ft P ost Bai�, c", Fi 38T-2 R4 9 S_)VVS2_(30Or_SS, ScNirS274OCT . SUVJ!327�560SS, SaM�17000SS 200SS sifrong.1-irifirn snviof;Tllfri ISIL; Scra�ir, 2 Fi>143-5. FC845 5, FC847.5, ll FCB4.11 5 PHSEt14B1C15 Bypass Framing Feivid-Clip, Connector -�'J SOVVF-2710005S, SlCilirilrR271 To�;i�,lo�,��A.�l'�il",,,�ll,,i 3 FPfiS1D74Sl0lfl, 170i!5034131015,15K F-PHISD34S1214, RPH�113�i481214, PPHS03481214-1,1K 4:1117-16and 012,14 STc-q Din_eFPNSD T Tarn ing-tin. C FS nef. Cri'lling Cz FLLM Off& le -IL! I C NAST 12 Cri'S T l,l, C M S T C 1 15 14 C'.S 1 it, C 5 11 C, S Z C, S22 Colled Straps 151"i'VVIV l3,100 STN22 Stoeu Sill filill1:Scin,,v Cluldoer Acrents lerr� �Hiffari Vilds her Af 1. SF C725, LSFC44 201, 11 SFCfi SFC2 25 SFC-4 1'5, SFCO! 25 .,I air piing �Sceiiffri Sheirl f7mming 47L.,ni recto r It in 00 fARS45 li HRISIC, FHAll, F 11AP, FHAl2, 1`14,218 FHA24 1`14,01 i'lilST126, rri i Stisr's 97 -0 1,11 _2 'lu) b LS�.ZAE I is ;h, S:SC2 2C F&CA _75 SSC6 25 NISSC"J Cc, 114SECA 25. NISSIC4 15, 4 25, L SSC SloalStud Connector%, &.SJ I EMdRct Meci U� M J&r 2f the Me FJA, FSA pEed2rit Q21!;rnpi Foundation Anchor 3 NSTf48 fAS '150, 11 SITAST27, SIIMST3-7 SAAST48 HTS16, Hl SVC, HTS24. HT S28 HTt.330, HTS30C Heivi T.st Silaps 191 S �_, R3 6 1wlSSC4.25KVJ, rASSC6 26KIN P C r � Vid 3, R C K I � V� 5, R r X, r.- 5 � P C K W S t �. R C K 15 68 Rigid Knee Well Connector Z3 .00 <I- 2 FRFP Flat Raftorig: Fluoridation Pate 4 LSTA2,3 LS7A30, J.ST149, LS7173, rAf3Tfi rASTA12, li MSTA18 fvlSTA21, rASTA4 Straps 4'_ mil (1 a a) 7 SOR41 5, SCR45 5, SC,647 5, SC849 5, SC8411,5. iVSi 5 MSCM7 5 Bypass Framing Slide-Cihip. Carnirrecter 01% Lot- �5 GH46-sr CH4F'-'. (_IH48-6. GP�4.13-8, GH410-6 GH410-5, GH65-8 GH6e-e, CH68- Girder Hani 6 LSTA9L _6TA12. LSTA16 LSTA18, LSTA21. 1i ST-2113Z ST2122, ST2116 ST2216 Straps 33 inil i z� a) Se4_9 Product Model, Nunift;erion Name Product Dettitriptlon 6 5,�S,32-5197, SC562-�_-`i SaS62-6f` 18, SCS52-5/118 Bypass Fram ing Con nei 8, GH610-6, Q-r4,ff10=F 6 LSORHI 21 51-1131125 MSUSH5 25 Ri-trigirig Corripbticri A3 15, AS 1 8S5 AS! SS6 18 9a Truss Planes 5 &:,W3 25, SM5,5 Head -of -Wall Slide -Clip Cionreictnir 4 5 GL85A, GL55B Gli C31LS50, GLB7A, GL67B. G1.51C, ULB7U C-LBT51 2 GBILTIll G-i !8 r3al-7616, OLBTS20, GBLTS20 Gir dam Beannia Plate a Tufar, Duaning phma 7 8 LHP5 LTSIZ "t-06 LTSIS, LTS20 Lai- Tie Pilate I-Vill, T,,rat Straps A S 2JH S 20 gar Fgh Strengilil T rv5s- Piate 200 @K Tru- Pia in, 1G 11 SJr-8 25, -S 1 10,2i5, MSJCZ.25_ MWC!0�25 SS63 518 S�teel Joist OpillneCtLus Byp"s Framing $lichii SVut Conneutur Hefai Glufam Plats 9 -M N 04C MST`,�52 ri firSTA36, ST6216, ST5224 ST9, ST12- ST18, S71 21, liTISTIC2 IST Strap-- 54 4 ASHP Hirl Plote Comieclor 12 XLSH34B1 414, XLSH.,881414 #14-14 Strong -Drive XLaH Shouldered Self-Cirilling, Tapping k..1) 6 7 HGLSA, HGLSS, FIGUBC, Hf,'L50 FtST-2, HiST-3, 1-10i Bearing He avy Gird er Tiado," 10 - N87CBS, MSTC78, ST6236 tral (16 U a) , itirgris 6;R �il (14 n a. S Scinniis LU 8 UFPl10-SDS!3 Univirusa I Foundation Plate 11 111 livi frill rdTS20 fill MTS24C, MTS30C Med iu m -elicit Straps 13 X�:�1SI016,XQlBlGl6-4K.Xt-4!f-t-if�'14 X01el,'14-SS<,XQ78-cl224,XQ7&S!224-3K, 111412-14. and S LRFP UniverwlRaltrofilrFoundation Plate -12 SlEil 56, ST1,81, 5082.10C, S452! 37, SlIS2 96, S1132.68, ar�21i IZ S/83,516, SiS3 62, Val 06, S164 12, 5,156 50 'Top File iige Joist Hargem F L#1 57LO-114 X01 14SI224, X0114P,1224-2 SK XQ112S1224, XQ11291224-2K. Xa4fi101i XIS110110 X181016-4K, X181214, X101214-3 5K Tapping Screws a- 0 �W84.21$. '13 C1YaQl2i8, SIBA2.1200, 1CA2.1121112 SiSA22,1214, SrBAA.1618! S�BA41180101 Tole FairigirJoirst Hangers ��ft Froduqt f4cellyl, Num ber or Name PTvdy,,t Deacropi ___J S`BA,l.1f&12, SrVA4.1b,14 11 Eli Adhe-sn-a Anchn, 1`iA colicrete 14 SFHlA Hurl inane I it, 2 GiAC, i., UP, CLif Ifil, SUI GlDifilirl f �1,,GCFTA-1 Did, (r Lit"S, Gidi Gitill- 75, GVV-1 DO, G, I H Gv,.;-actualed tactenorc and assernblioss < 15 SfHDlOS.S!HDi5S,SHr11sa Holdirmig I P)PA POPA-K, POPA ii PTPA7 PO PAT K, Pli NW, Fri NrNP, PIN WP�W, PDPAi Privocle,-aclituated fasterpeis threaded studs, and aws--robfies; 16 S�H D04i, Sirl-Dul-A, SiiHE>UQ, VHDu 11 Homcfrwnr F-mNALIOG, PS"A.2, P:f3VL"_1K, POLDRA, P70L7PA 1=7RHA3, PTRHA4 _J CL 1- EYjC;T, EUHJCT jimst: Hangers 4 �-�=-T�3G Adri-nave Ari forr concrete SHEET NO. August 10, 2022 PA 1.3-- ___ ___V__ - I 1 1. 1 . , 1.1, �i" !:Al I WJ1 H .. I ;� R � , I.,. N , i.-V FT _F__ F- __ T F U) W > MIAMI-DAVE p— ULASE-DIAD E C OUNMY PROI T C ONTROL SEC MN PGTIndustriesltic, PG'"I"Industries.1tre. (D PGT Indws-tries. Inc. 0 0 11805 sw 26's7ill ROOM 1-02 NOTICE OF-A.C(EPTA-M. E: EVIDENCE 1_4-131MTED NOTICE Of AC CEPTA.NCE: EVIDENCE SUBMITTED Cl) = _0 Muza NOTIC f Of A( (EPTANCTE: 4 ... . .. . ... (D (D `U BOARD AND C ODE ��;736)_;F�23N Fk"'a -NoncE OF AC'C.TPTA_NCE (NOA) L f %idence submitted under pil�eviotl NOA D. QI-ALITY ASSURANCE 173) 1 :L-- = M U-j A, DRATN S -INC B. TESTSiroutiuutldl 1w kliarim DadeDeparnuent of Reizubtalry and Ecionotnic Rr--,-xrces 111- -0 9 -0 PG`Tlndustries.lac� ,107, 0 T"Ittiology Dit,e, 1� r 1- die dra,�AII in S 61111111 Sect "Y Tes! Till - I ka Infiftfatic a Per FBC, TAS 2_-94 p, rt C) C, North VeniceI, FL34275- Stl unifted nndtI� .,'\'a, 11 -:011t 0, � 0-4) 'Drawtng',No� Juiform Static Air Piesiwe Test,, per FB C,, 20211 _9114 E, _%kTE,RL-kL CERTIFICATIONS L[_ SCOPE: 2. AID-55'O.0- titled- tqylSlrdmgGw1-s_ Door NOA (LNPF sheets 1 3� Rekqsance Tesi � per FBC � TAS 20-2-941 L Notill of Accep-ranceNo. 15�0528.14 issued to Vision Extrusion Lualited for their .0 This NO-k is betaxi under the g4lwiffri the use of cams-trulctiountaierialsITILe documearatioa submilifted has. been teviMed, and acci by"Laiiii-Dade C�citrity MR -Produat ('�ciittrol Ser. train to. I 1, DM Igh 210. 2 1, � pf epa-Ted br, man uf acruier, c�i I ed 0!01 15, with reI A dated 04 nreirl arid 11 4 La re le Missi It lnip�ac i Te st pi FB C - T AS 2 0 1 -94 5 (.',,llclic V T -ASI 201-914, - 'fird fl�lress-sxrre Loading per FBC, 1, 'White, Rigid PVC Exterior Ein-ustans for Windows and Doors7_. dated 0"31,15. expiring 09,30`19� clir) M (D > F= �1) 0 be ust d La NLailm- Dade Co vary and o their area 5 -lattat a How e d b y the Auth wity Ha= JuwAc -ton (AH 1; i q _tgl -6) Forced Enir; Teo- PeT FBC, TAS 2`02-941 1 ? istan L-milited for th ei "VE Notice of Acce-tiance No. 16-010.08 issued to Vision F-xtrL U-) !E ThisN`0.kshaHno be valid a Uer the expwatton &-it stated below, The Nifianri-Dade Counry Product Control Sec til B, TE S T IS along -11-1hinaiked ay.mzsa�dmsrall; 1 -up draw ation diagmm of -,I sliduig glass, door. prepared 1000 Tan 202 and fighter Shades (Non-NI'llililite) Rigid PVC Evell ExtTillsions; for U) fta (10INTifizara-Daide Coutay),aladiottbe AHJ ateasother diterMizutuDale Couuty)feser-ve the right to hax 1b, 1, Tk-ri report on 1) Undbil S tatic A r Pres5tire Test, per FB _117.3kS -10 2-94 - 1 549 L - L�ab- Inc-, Test Report No- FTL 85 - dated and M indows and Doors dated 1108il 6. expaitig on 12,2 1 -ildri or material. tested -1 _riallit_�'a If dri5 product or inatef ad to peeforril in the a cc ep t led pre C viarance, putpaies. Hails I 2) Large I'disssile innpact Test Per, F13C_ TAS -0 -94 z -in u -&ealed bry 1dahjus Glivegi, R C_ ll repon rev an I V-t I d 1, 16" v of their 1 *QteCt Of ACCeptaIll NO� 1"521815 issued to"isaon Exturistork Limited f Manner- the manial er wir-1 tacurthe expense oflial te S =LL and the AM mi inimediatelvrev clike. mo dif ot= vuspead the use of such product lot waterial within their juzis�ctil REP, revwes the rhitit to revoke this if A deteininted- byNbaini-Dide Crounry Produot Control Section dio, falls l) C-mlic'All'tiad Presure Loading per FB('_'LAl 20-1-94 along o; nizer- -tip drawmas and a ith inst allaniun- d ia grram o1I sh I ing glass d,'i piqpred Test feport on I Air Infiftrail Test per FBI - TAS 2201�94 21 itlnif orni S ta i I c Air Pres �&tue Te st. pe_- FB C., TA S 21 02 - 4 -CE Exti s foi- -'Brown Coated (Painted or Laminated) Nklite Rigid PA ITHI-0-17 n-sion NI-midows and Doom". dated OS13.1-5- -,xp on 09,31Y19. 11Cceptincle, is, that prodil ormaterial to I *d 14, 1, d a �'t by Terre itraticti Te!�,iin Lab,, lix- Test R, elroil. No FTL 87 17, & `11() 7,11 5_ sil�irrre �id I - :5 91 Test per HKI, TAS , - 4 2,.02i&siiedtoE.NTRGIFenest�ritionSohittI IS 4- Notice o USA - al meet therequirementsofthe applicabler bmildingoode. � _2- -02 Ighter This Product is. apvtm-ed as describlin andhass been desti to coirnply with the Florkla BuiJdinry Code- seakill to- Idalmi Ortega- R E, jeii report rin ised on V`_ 1 16 a 02'24� 4 arze IN sile lirciac i Test m� F'B C - TA S -�94 L� lis IncIfdr-theu and Li Shades (Non-Nikidire) Rigid PVC Exterior inchrding the High Veliclicityllutricave Zow, RESCFLIPTXYN'�� Ser-iles"5570,I12 770" VittylSliding Gin Dooz� 90Q& 1159corners-L-Ml 2 Test repof t oin 1) Ak lnfiltratioules�t. pin. FEBC. TAS 211 2414 9 )Tj Static Air Pres;owt TAS 202-1,4 I mform ic cv�ic wmd ?mit-itre Loadiar-per FBC-_ TIAS 203-94 - Aolar'' preparli Air�rrjg wol 1�ralx urgs arrl�111, &I of 'vayl sh-I glai � U pol, 1 ExtruilIcins for Windows and Doors" dated 09;15.116- expirin 2 on 01"041; 1. 5. 'Notice of Acceptance No. 16-0711.04 israted to EXERGI Fenestntion Solutions. I.,TS,A,, ss (Rti%f(wcrd)ivAvo _E=3� '41 EA,� 1 APPROVALL DOCIMENT: Dra%vi No. SID-95-70.0 Rev R Vorvi Shding Glass Door NOA To 5, F B ("'. f�,,I 2 1 .2 _R4lort No- YTL 8-5- dated- 120 signed xw 1 Fenest,aril Testing Lab Inc, 1 15 Inc. SIT titled dilem per-FBULASX_�01 -Tec �% sealed b Main Ortega. P - E t report rev�d o-0 021 20 1 (1) Extru- ktis forWindows and Doorsl� dated 009; 16 20� IDD I throa-ah 2 1 of`2 prep ared b-,; mamif --c-turel dated 10 0 5 and lasr rex-ised on 01`0 Lsimed and sealed bNz Z - I RE beatiog the Product Control Revision stanip withtlar Notice 01 Cyclic -All Presstire III inz m. FBC. TAS 203-0-4 Forced Erary T e-5-1 Iler F'5(77 � Tl,��s -_02 s�.l M 2 - Test zT qxrn ,m I Uniforin Stailc Air Pressure Ties, � per. -BC, TA 12-94 1, 1,�ralae 1�1 s, lie hrwLMTet �, r 1713C 'F.,I 20 1 -1, lance No. I" -12.01 issued to iNiiJ1F,-,aeSlraT1Vn- Solutions -1-f&A_ otice of Accep - fill 1fil-le ther 111ire Rigid PVC'Extedor ExTruslonsfor Windows arid:, DoaII dated 'dile Nfian-b-Daide aim, lho&x t C 0 =01 Ske C tion. 11 z along vviih niarked -tip drawmi gs and installat i co d la gr�air, of vaivi slid tit a glas- door, Prepared Cvclic Prei�ane� Loadin-c Pei ITIC- TAS _`0 _2-494 In 0841& _e_XP1r_qC 0 121 UQ 18, -NIISN-H-E I'MPAC-T RATr�G: Large and Small1fissile Impact Resistant lon Report No, FTL84546. dated I L"06:1 5 31,ened aned by Ft—nestrat" esting Lab., Inc.- Test along r. nmai-JIl -up- dr-a-wines and mn-aalhr ion di laigrxu of %riflm sliding gla-,is door. pf epared 7- Test rquortsNo(sIr. 10-002-792(A). 1: _5277 5357-534 pel�I]E-84 at 1, �iee table'll l"ilteet"7, 1:1 id tabille'l (sheet 8)l 803D unit tizet. desipr tewforzetuenti sealed bl�,,;, I d altins, Ortega- P E, I'T rep ort revised on 0- 1:0 4 '16 and 02 11 16 j b, i, F erie t tort -1 �srmg L ab , Inc , Test Rel)ort N o F TL 6 6 M A- I ult-11 A 1--" 11 I dated I ASTIvEM929 A STNIDAA_53 and 5. issued bl�N EXCII to Vision ExtrusiDn fn. ir cellulosic priessiwel J')et� a - - clas-S types- sill r�ser �lset table, B- I & 9-2. sheets 7-8) and auchor la-yout sheets reqitiremenr* ui IL I thru 16 Pagid Vv-hite WC, Tan (Non -white) R.�tn PVC a ad B t -,Nx-z c o a ted (Th u ue d or Lawmi ted) wh fte Ri?,, d PV t o be 3 Tear rqp(rit car, I)Air laWliation Test 2,02�?4 i tatic Air Pressmxe st. Per FBC � TAS 2,02-0-1 i Linifurm. S Te� M 3) Ware.r Kesl ance Test FBC TAS 202-94 (il, t if L klr�rge A- auw� P_ E:- r'Slibuiftlied under A70-4 -0. 11- 1 A - Qlir.�rielrl Wild serr"Ied 010, 04 I A `C. 2 -2-94 conT�losne niateil U11 ii in tited det N0_4 No. 11-016' 0i T F-iii-aay America.. 1=_ for lotice Acceptance No. 14-01&11 issued 8- N z labe led 1,,) er refefencp teLq1dic 7 per � 9 TesT rel on, I e- per FB 2102 - Ir Infilrn. r loll TAS of to their 3, E grel cl;iietab le do ct s intili I ic ceripill irerifticauti I ii r beegir, i p lei 3 �4) Large -Missile lirnpac I'Teq' pei� FBC. TASI "111 - 94 2 Ill thil 13%,lik ir Presl�Lrue Tesi�,, allo� FBC� TAS 202-9-i a -h e expirittig irn07,10418. (Clear arld I" -fill 4. Pocket walls under separate, approval- toberilbyBialdtagofficial 5) Cychc1hirlid Pnessure Loadingper FBC.'1A S _0'1344 3) 10,�`ater Reiastance Test FBC-T.I 202-94 9 Notice ofAcceptaril N lo� 16-1117 01 issued 'to k"urasa , Ainerica � Its-- � f or thear L.VBELD�G- Ea-chunit ti bear a penizarient labelwah the name or loso. cirv. state and wries am 'In, st! L%-ed", noted herein, 6) F creed En rrf Yost. p ff F JBJ C � TA S 2 0 2 -0, 4 alotiig with maiked-up dra-wings and iaiiall;irlon diag.-min- ofvalyl slidiaga glass'dolin. prepared 4) U Missik ct Tes; let FBC- TAS 201-94 Cvchc Avi Pres'aire Load Lng per FB(". TAS �20394, Trosdolt Ultraclear� Clear and Color PVB Interbyen expull- on 07,0819. LU RINEW.ALLof fWsNOA shall be coLLI after a renewal appinaGm has biear- fJ-,ed and drer-c has beerl I bv Feale5ttration Lab- Inc.. Testi Report !1 � T"l'"L i-I datt- it signed rijorred Eritr,Clest. Pei" F73C TA.15I E 1, - - I _102-94 F. STATEXIEN"I'S PRE chaa getailheap I able build-U-1-17 code negatr,,-ehraffecting the pedormaixe of this, prolikict. TEP,NJ1N,,kTTO N of this Na% will, o-ccitl the eNpiratian -date oi if thete hasbeen a redsioncat changeia the: s�akd toy Idahms Ortega- P E. j,,,'Test report -irvissed on 02 4L5A 6) - 4. Test report on 1).kirInfiltration Tesi. per FBC. T1,V-S 2102-94 3oons! %vidinuuked- drawmrgs and h'-ntalltion diagram of vim,l slicime- glass doicii preparied A hV F�necrr.ltion T iE Lalv� Ifirc-, Test Report No FTL 6137 (saniples A- I thm- A-5). dated L Statement letter of confortum-loe with YBC--';Ik Edition (2014=i and YBC -6tb Edition (201 1- issued b i ufactuvrer- daied 0& 14,17, sigil sealed by LNIM NUff- PE- a3atenala", nuaLL; fis- ftne I da e pi �:ldrrn or P 111101<411111051, , Nlisuu� cl! f !L is NOA, a is endorsement of anv Product, 2) Lhuforili S�tirtitr_ Air Priessime Test- Pet FBC. 202 1_1,06,1f)i, sirned and sealed bv 1 le causo" P 0ed? �u org, 2 Statiernmit lettler, of no f inatirc nil intellect � dated i c8i 17. isoll bN1 ulaaraff acturer, signed 3) WateI Resista-rice Test per FBC, EkS 010 ". 091, v L un Met. RE & sealed b- Y sec i of il No tion A ilh.&be canie for teminatioa and rentoval or'NOX Ntmsfle act Tiv oer F13C_ TA S 0 19 4 4) Lam,- MT Lener of lab compliance. part of the above test reports. .XDYERTISEXIENT� The TOAnumber precedledbv the -w-rds 2N,fiarniZlbde Cotwrv. Florida, and foliaL li I � I -94 -5, �TAS_,)3 (" I ( ALC _ATION� 4- R E K Test P top os � N 1 o, 17 -0 3 8 7. d at le id. 0 5,- 0 5 [17 - s; g i i ed la I s h a q C im da. P.E expuanuin date iw-y ble displa�vd in, advertising beeratme. if anyportionof the NTOAAS displayed. thenit shall be 6), Forced Enrilo-Test � per, FBC� TAS 2101-2-94 1 Anchor -venftcation calculaiiori& and sttiuctur-al ariahnsrs, caniply mig with F1123C-2014, done in ir. entirew- along Y-with marlsed-up drawings ori3allation diagram or vinyl S! ing 21aS-S d00L PICEEttd PGT dated 12--09; 1 and List ie� on r! acne and sealed by I-Tet_xi by I- - - " = �!_ -16 G� OTHER LN-spEcm oN: A copy a f this eatireNO-k shall be ptio vided To the user bY ill jamaiLfactuiefor its distributors and b-v Feum-ra, tion lesiting Lal Inc_ Test Repc in No. In I date-d 2 I(A 1 an K&L p 1- -Notice of Acceptance No. 1-5-1210.01- issued to PGT Indirl for lbelir Senes shell'be ai%�,edzbi for isispection air thejob site, at the request of theBuildiligo, Official. 11 aledd L�y Idahl,1150vie, a, P E, (TeSi repi,orl rv�ic'e(l i" it 0' l and I 1 16- 9,� Gaziazc�l:��! i -5,570II-21-Irl)" Vinvi Shchn-F GlassI Door (Reinforcel - LJ81K',, ertint-ing on 041:14,12 1 I M, I This NOA revisei J& renetilli ]NOA11i -10-04 29.05 and cmii-sts o f this p aze 1 ad e-*ide:?ze p aless T_- 1. E-2. E- -3, E -4. E-5 & E-6 as wellas approl docuux-mvientiovedabm-e- The sciLmned docturientatiton was reviewed by Ishaq I. C Linda, PX� lmfiaq L PE I-,haq L Chauda. P�E. Isha q L ChA ada, F X prc�dulrq (111lillun,01 1:10:1 ILVIEJ]k�Lrj�jll,�Cljl prodTiCt Conn 01 J�cit ,;�qjp* rVisor P rioduc C vaurlit Unit Sil ii T, a r MA No. OA N, 0 1 . 0, - '1'� - L, "ItOAN7, "l-ONO'_03 NDA'. 2 Is Expiration -Date: April 1.4, !026 Expiratiourlaw April 14.:l Expir-Anion Dart- -4rit 14.2026 Expiration Date., .44a-914,20126 ApproTal Date.March Z.A. =1 F Apapr4il Date- March 2J. :0; 10. April Dare- Nfarch 'I AppI I Dam Xiareh ' VZ 2021 Pa Tie, I F P(__�TIndrr,"7W_5. Inc, CGI Mindows,and Doors. Inc,., FGT 11lic, NOTICE OFA( (EPTANCE f I S UBMITTED NOTIC E OF.�-kC CEYTANCL EY IDE _NCE S 1� B _X111-11I 1) NO'TICE Of ACCEPT.CNCE; EN:WLNI �'E -S 17BM, 1 L D EAdence Submitted under previous subull-til E. 1LAXERLALL. CERTIFICATIONS (continue) New 'Evidpace',tibinittei 5, Qlrhm ex. Ran, Suner Spa cer S ta adard ciiinkring iv Ith _ALSS �,,l 18 Mier corriJ ur tn' ill -A-= DRAA11NG= 0,8S1 BTL34v hi -ft--F= Vs TM F 124 9 N 1--R-P zr�s - _'_ � TIN, I D �'O- R_ --17 Oxv�aei_—Plass_ E I A- D K4 LAI " ENG I- Drawinz No. _M—D 5-5-10_0 Rev B. titled --V, inyll liding Giass Door'NOA (1-N-I sheets "190 1_G . DuratbihW-No Fog -Pass, tSubiniried wider rillons V9 1 5 4 -1 0 � 0/: T), pr A.Vo� -4 I Ds, wing, No- NIDIA-470.0 R=fv B. titled Vwyl Slidnig Gl .1Do-r_x___ ACL� _.sliil -,I 'Mennal. JOL'( 0' %:�-Ugrh 2 1 o f da, lea 'b,' 'IF !",in parlmared by irtantit, _d 1, 1 0422 -210. signed andsealed by A_ Lynn Nfiller- P1. __o ASTNI C,5181 Coirductilvir-v 2 "1 C Qual Part Duijse in P11- -21 hr.-Ill I:F. ASTN4 F 1249 AS-114 D 1-134 Anzo- Pernicauce-Pass- ASTNI ]FE - Nalle- This revision consisisllepia._ I ofiarle exvz -1stalli V-1cw with f1al head- n"o L B. TESTS M! 2l'i 1G, D-m.-bility-T21-I Fog, ASTM, E Deix Point Dt,.elopmery -2101F in 48 hn�_ b 1.5-10041010, 05).1 %4ol 1. Test reports ow 1) Air- Infiltration- T est, pi FBC, TAS 202-941 (Sri jilifired Uniform Static A.& Pressure Test, Loading per FBC_ TAS 20-1-94 Vision ExImsions. Ltd, Pails co, iup��uiq with P%`C-A�-0-Lk3()3 -.13., Spe cificition B, YEsT,15 3) Water Resistauce Test- per FBC. TAS 202-94 I for Rigid Poh-vin-,Yl C11oride (PVC) Extvusim_,�� bv L None +11) Largel�lhssile Irripact Test Per FBC,, TAS 201-94 Cyclic Wind Pivssure Lioad AA.)NIA Ferrli�61,rl Exterbz)f Profile Certificallon Prognmi� f-5ninitured under -0-4 _V0, 15- 04011 C ALCI-LATIONS ing per, FBC. 1A S 20 3,-,914 along with il d-up dm*gs and mitallation diaitrain of all PGT Industries. Inc- Vision Extrusions. Ltd. Parts coniplyiq with PVC-A-MNLk 303-13 (rut, rq�,_ taTIVIC -units listed below and tested to qwli�y Dowsil 71 01 and Dowsil 983 silicones. f Silill &ed tin der A-0.4 Ne. 15-04OR 65) 1 priqpilared bl,II Inc.., Tert ReportsNo "ll (1, 31, P wondle 1"a%"C-� 9 P117("', -A A 5:111tRivid, D� QT-ALITY ASSUR--kNCE Y11-118917, PGTPW5 20 PV C Frced Window (und 6 in propoisal). dated 0-0 �03 i 14 `x L profiles, �f'or Vision E _rusaons� I'Jid A,71 A b%� AA1\ k Feuesti iiiot� ExtericT Profile C C/) ITL-20-210 i.PGTSGD780AAm1inum_ Sliding G Door (imit 7 in proposal) FTL-20- CertifiCation PMZMI ZIV'.".2,,,PGTCA7�4O.k-A,.4mOi,itsw�MgC*as=ientlk�ndow(uni.-Smpuopoz-.g�,FTL�2(�- 10- Notice of Acceptance No- 18-1217-14 liSsue-A to Erjervi Fenes r ration S olutiol IT 5., A 111c for � I E '-NIATERLAI, CERTIFIC-ATICINS I i Windii)Tv, (twit 9 at propos�al).mdFl"L-2O-,-,lO7".,4. - t1teir 'Tan 3040 & light ;Llwde inoll-ivitite-11 Willie Rigki P%-1_ Exterior Extru Stan s lot UU1 L Notice ofAlccep- ce No 10-03095.01 isi�,iried to K� kill ii T ra y Awierica� Irm f0rtheir Ell > PGT P)NI Aturmatial Fbiled Wind ow funit 10 in proposal! dated 07 �1 3 2*10. all signed Whido-Ty is a ad D laors''. empirmg. ou 02 1 04,`2 1 "Trosirfoli. Vltracleir� C lear, and Color PVB Qiss'luterlavlers expuilaz tati 07,0&11� Crj 0 'o. 18 - Euerm, Feneiu Sohmol 'UISA, Inc_ for !I- Notice of Acc-mrance N -012121.021 issued to dation 1111te Notice of Ac-eprauce No.1' �-0808_02 issued toKurarav America. hkc. for their `231 their serl Rigm PVC ExTedoiII LImusious for �Nltdotvsz and NioTs'". eI putlig ar�r e it trv(pi IT is''I I if C It, I a a It d WilitiA G 11 ,Is: 111teflm"e 1, 5 eXp0mg on 07 04 ",11ollot, L Anchor B 'Notice 3 - A1l:,ccptz4ace'No_ 184 106.10 issiued ioVisill:ru Evarusions Limited for tlitir "'Brown -0 <11 miffication calculations ailid sinxtural anah'sis_ complymag w 12 of Acceptance No- 20-020103 i5rued 'to EuergiFenesn-atillon Soluti 11SA 11111 c fo C oaried iPainved or Laimi nated) NI'lilite Rigid PVC fire rkr Extrusions for Windows Edition (2020). dated 04;22-20- epared by arianuilacum, signed and sealed by pr their- -Bronze & fight shaide cap coated White kipid PVC F-iterloy fxn-u u- for and Do --- - -Pdrn on Jul 24, 2. Glazin- c iplite-i with AST' on" E I RNM4. 49. -12 L41 I Windou s and D oors** 04�illl III E -11(�115JI Lwired tell I I Mailo _11M 1 Lis I ' ted for dileir &erI A00i 0 j1 _N1 and -Ill. 5 I'VE an 20- and hilaer shall (Noii-White) Rig Celhilar PVC Fmeiior D. QUALM- ASS�17RANC E T, TA TEN I E N T S '2`11(). Extrill forXA and Dooii-,-. exly1rIll 011 1. X onin 11 -Dade Department of Regubaory and Eclotiomic Resources 011111fice T 0 FB( L, dated 04 L statenlear letter l rx-in"112- Edition (202o volted bv manufacturer. -� ned and sealed twAnthorry Li=-Xil P _E ig 'F ST ATEA,11 Tl�i 1LITERLALL C ERTIFICATIONS Staten= letter of no final �_Sl aflo nf iridependew� v-swed b,,� niallubcri date--' I Statement 111entr of con- ce till FBC -11 Edinion i2f]20), wed 02,01;21, isssuled bv L Nir,,ltice ofAcceptarice No, 19-030 $.02 issulf.1d ro Kuraray America. Irl forthell, C4"'IST20, signed sealed, by-A-whoirrLym _Nfiller� P ruanu s tied mdf sealed by -kathomv 12-MA" 'MilleE PI-E. MAR 0 4 2023 IvIcill Linaclear, Clear. ,and Cil P'll"13, l e qlifulg Cel % R 61M �1 I I 1� t r't ter t 1"ietvii elerr, Pr-jli. drrtied mmll sim bill,, n.11 te ribeline I Yet% 2 Pdva elia ated AereewATa da Indirsitrics- Inc, airld CGT1 0 7 DSI�4, imvdved parties. & , uark U WindiolL nd Dc-Dfs Inc simed 1mr D m. N1, 11" RE_ VT _RtaeffiM on beh& of Notice No� 17-080S.91. issued roKurai ay Americas Inc. forther both fomxtie� leairI arid 1111,11riet Glavi 1111terlaver's", e_x11nM_q on OTI04i-23- *dac =3 CL 3- Notice of Acceptaince No- 18-1106.10 issued to 1VItsion Extrusions Lianted for their "Brown Coated (Painted or Law -mated) White RiZid PVC Exterior Ex-wusiorts I OTHER,., - 'i-ei-iws&j-ene--vs�NOA#Z�)-0429.05(PLAw Y-w MMO e.Virmg 04. v-GI). e� W�, 1. This V_A_ 6 Assist .1 eviewAssist-I c- f or Window is and DCHDI expiring on 09iK 24. - 11. J peing 2- RER Test proposalt; 49-11-55, dated 01 1101,20 approved bylslhaql Cbxrda. P E'� ex -nrt assQciaterl PL,A%�GlfaeT-I.I-Ll)".',On-.01. expimnig C4,114 -16 virtual roved Ifie eted an roved jeted and a 1.!..a!t,nn1 Review corl 11 ill, Nil:eke at 183-, , I I 0141i,11 issued Ur Visicei Extrusions Luniled for theu� I plans ce with the 2020 FBC 7th Edition LU series _,XT_ 1000 Tau 202 and 4ghter shades. (NNou-111-ize) Rigid Cellular PVC IV for corill Anne KI ahr PX2300 Extedor Extrusions for'"'indows and Doors�� expff= on 11"I T by Debra < W P F L aci L Chau&2,, 111 27 Lhaq 1, Priumitto P�l C outr9l Vul �jup*rNisor Product Ce=ol U.wt Suv*r-ri-or NO.-k Nc�� ,1-(jz0t*JI Nill Now Z' ill NOA N-Pa ExpirarianDaw AP6114.!026 r-m-pirition Daie: Aii 14..'0:6 _j Expiraticlin Da rw: April 141, !026 4:1. p r, r 4i� va D i -i la rc h V4 'O.'l a_ Arpr� av 1 Da w: Nia r 0 b 2.4, 2 0 1 -6 E4 SHEET NO. August 10, 2022 PA 1. U) 0 C) QK9 MIAMMADWEIP-l", L me rRODUCT CONTROLSECHON' Ctist-Crete I�SA LLC Cast-( ry e 0 Ls C Cast-C t 0 e -0 (D DEPAR I'MENTOF RLGf1t,,L`g'J'g.YR), VNIDEC()NO1141C RtSOURCRSW'ER-� I ISM MY 26 Street, Room DR BOXRD AND CODE', A DAILN NTRATIGIN IHNISION fkfimvsi�, Fhrida 33 1 -5=24" (33 C) 'i U) I I z -2599 TANCF- EVUENCJ: S1,113MIT"I'l) F f'7 X� NOTICE, OFACCF�31'1',,kNCE: E VIDENCE SUBMITTER `qO'lj(:E OF A(lCEP`F,kNC1F- NO"I'l CE OF A( CEP J)' F I m ()'F`ACC`EI?"J AN E (Y)A)i M� w�v �m�gicnkkde.govlqt-- V cast-E.7rele I.SlA, L EVIDENCE PRLV'101,1�-�,&PPROVAL #03-06(15�04 0- I'M -AL # 14-01103,03 3. 1 VI DEN CE -S UBA41 FFE D UNDE R PR]"tilt,"I OUS kPF1'R0Nl',A-L N 12-0209-12 5� EVIDEN(J',A 0 6324 Cgoinly Road 579 A. DRAWING'S A� DRAWINCS A, RRAIVINGS Seffner, FIgorida 3358 441 1. lireuving ji`gl� f"04612, ii'degY "Preca''vi und sf.,ee! I of], L, ', t:j q rCt LL- - I DywwittvAlro, Fl),P:512, 1� Dr4p�vofg,), w k D461-2. Pri:,stretsed Linge'l 1)(�!Wils sheet I ol, M d, -farch 2 1 L T4 16 1 -2� 6ded CZ C) > pr 11 F Crexig Pro- ril io�. P vl,,.Ta' 3 undD�U',t JV,i. (V'd�, 12" - -y)arc W I F, �hol:�d h 24� Leg, I 0rrTWi1Qgz NO (Palren � 1. pri, rd 1�y (-`w W U") "(-,rj-st-Crcfs, 4 l', 6" & 12 Lumel �Loael Iables"', shev-ts 91 ds-ws 3 of 37 p ared h v f F7 1' 6) S l"houl Sqlc llog,�id )"gibles "llylteety I do-ogggli 3 qf,3� irrvi revixion elcitud 06:12,"141, gill (D 0 1 OL', tided "Civi-Crele 4', 6 d J 1?1� 1� 1, hc, o� I E This h,'()A is heiria is�,Md Under the applicabie ndcs and re-gulatioas governigivy the use of constroction maltriak. Craig Parrinu, P'L, slulrel�( "kfar-ch `4, On lav 'n 'llsio) i i digh,�d Alvil 8, 2`0( bwh 0- �X 17 Cn ring,$ fly-ough 3 oil hy C, -l11--- P-k� 1�i' iletl 44l:i,� cl,r 2,11, 2003. 11,.4si iig, Parrinii-ig,hl'," (m Fhe dgg(%gnicntaG( P 11j" 02 m ni sutifilitt�Cgi has b(gon reviewed and accepted by Nlliami-L)adc RER- Product Contr[A p h m revision dalediVin-ch !I- 201lgi (-III idgrne,�l h g�, Crg0l, PggP,rb4,7rl t' I I I , C/) Section uo he used 41 Miand f)ade Count), and other ateas where, aM)wcd by the Authority Flaving,furisnicticsi (AlIF B, TESTS March B� TESTS 2 1. 7'es t rejwrt 4 PPI flevuruf Ic I in"N' on 4 0711e.- and ji This N()A shall nim, 'be ilafid afler exfdrafii�:gn digte slawd bc�ow, 'Fhe h4glarni-I)ade Cl'ouroy ProductControl rfili'cr-I A P 4 h4s, total tg/( 13�,111 �sjjlel spi, ceimllgs, lvr fh� B. TESTS (""AJ."CULATI( JAS SectigWilOn Miami 1),glik Ciounlv) the At U (iri areas other than Nfiaini T)agie Crunty- reserve the right to have A - S and , I j- �Upfied Avs�e�vvh laborlaorit A'epiorg V 504(14 U ox oj� (4.-sxj this pr(giduct or mialterkfl tested fkw gpia[hy assurance purposes, Il'this fnloduct orniaterial fails to perforn-i in the se,oh , 't Q- 1� 11) �f _j 41,giled 018,119"120) 41, grgglges 14. 2:0) through 14, 23,61, 0 1 �?l accchtcd manner, the � naiet fact urer %Ni ticur the cx �ensc of sug!h testing and the A 14J may Minicifiately revoke, C". CALCULI IONS 10 Vr!'tired ky gl'�`rirpg Parrino, P, h�', s iwgletl cvul secdcd 15,)� ParrIno" P. 6� F: J, mmlWy, or suspend the use of such Imisluct or Anateg kil within theh- urissdimion. RER reserves the right to revoke C AL k Lf I-ATI ON S ne, M (,"RJALVIA" ASSLIZANCE, this if" it is detlermined, 6y khaigii-Dat:k: County Product Control Section that this product or greflerial �rerrtred b v g)w4 I L h�,Fdofiwv� I,Or Cas(-Col g". iagev/s, ol'e"!mtg P X � f)? fails. to niect the rqLnTgNuCT1tS of the a . pplicable burlifing code, P�orrum, P 1-� R� Qu�AtxrY A&,sUTRANCF j(4jj(` Depc'n-oment qlf Rie',guhitu�y mid 1,;'cc#ilnniC Re,mgurcgrs FjiO Departmem i-I Ill W, 2, 419l, 1- cr�sl- C refe ipm�,A, IP)pages, pre m-erjh%,(:g-ui,,y E. MATERIAL C'FR'1`JF`ICL,-VFIONS Ph;ss product is approved as (1mribed hereim, and has been desiggied to comply with the fligh Velocity Hurrimne UAL CERIFTFICATIC S r1cu,rinell P /�": SOyeg""d I vled Eli (-no tz P MATFJR Zone ofthe Florida Building Cgxlc� ivnne� DESCRIP"FIGN, (A-last-Gretc, ) 41", 6" 12"" tfit;b Strength Piwast ond Prestressed Concrete Lintels, M A4A'l'ER1,AL F- OTHER (7 'Vi _ doled 081"'(912(b4, si ,ned e4ii?d lie,aled In Jk4l'ic-hine M'Ode pr-�Cam 1,;J`oek rcl;�Lerton 11 W F, OTHER etie'r from ti Api�IZONI'A,I,DO(-"L'L,��YIENT- I)riguIrtgNo, Fl)4(g t 2, title(] "Precast and Pres Iresscil Lintel Details", sheet I of I -Jnp- 0 tL ()3 ll,J�, lg�i?gd ti) �,gi aled Airrinos PJ-, Verti, e copirlimice with the Moridii Bui/r/in, r 16,gell Pl,,h-z prelpared by Craig, Parrini), P.F., dated Nltirch 24, and Fp-akklng'No� 1-1'4402- titled -Caat�C-rete,V, 6" & 12- jh nx r-asr rere f) d byr Parl'ino, 11-I'asi, Crem, Sv.xlegn 'Itamad ,6,v Pr, Crre.v,� ed Products ClOwd 2f9012 In Crai- Parrino, P. E, cer ing ah the "gg,1v� 2010 Lintell Safe Load'j'ablest". sheet--, I d1ro : ugh 3 let' 3 � Prepare P, dated March 24 �, '2003., ]a-,-.,-t 12" ITTED UNDER ALP'f'R( A'AL # 17-'i 821.18 revisiori dated June 12, 20 kt, All signell and settled bli, 1(7raig Parrini), PX- aring the Ecift?"g-1 6. EVIDENCE S1,13NI fin January 22, 2019� all be� Mianfi-I)gule County, Product (�oittrot Revision stirtip witli the N��sice of,Acice,f�titrrce nunriberand, theexpiration 21 EVIDEINC"E, S1.113NIFFTED I �INRER PRENIOUS im"PROVAAL A 08-0320.09 A� DR-A-iVV I NCS date bg, the Miami-[)adc Count, tiProduct Cigrarot Sectiom A. D R A)AN' t N G S 1A) UNDVR PRE"Y'KAI-S APPROVAL 13-0321.117 11� None. E IDENCE SUBMIT"I 1. 11teovving A V1,1461-7. girlcd "Preca:vi and llrglloress��d Lipiwgg Delaiks", sho;mr IF r4 -L MjS,SH,EI.N1.1P)k(-17 RATING. Large and Small Mimile: InipAct Resislant A. I)RAWINGS T V,11V r an fided - P F", daged,bfit (�,Lh '4, 0 3 '(417 1 s, um AV f" & ESTS LARELING: Each lintelsball bear a J)CITTAINI.Cut hillCt With the manufacturcr's name or Iceo and the Miami-Egado rgrt,� 4 - I I Ai x' 12 " I inw! I fgmt 'T(,hk,:s ". shepts I ihr(�nggh 3 ;,o oro� el al bJ (We' courn)''logo, g 1� g1glig PUrri jaler, j �Ihin h "I �700� lust revis irin --f-a-fted Al'arch I 1� 2004, B. TESTS REN F NVAL of tit is N shall be consigicred all t� a remwal application has been filed and there has been vo C 1 1. 'A ONS change in the appl iQablic building Code negatively affecting the lVTfiM`TuauCC Of t WS LK(OUCT. 1-1 TESTS TERNIINATION of NOA will occur after the cigpiration tinte or ifthere has been a revision or chain-o-e in [he C 41 LCUL:VfJONS onderiiiIS, use A - M Q(JAJ.JTY ASSURANC'Fi angl1jr(,,, ot, the Product or prcmcevs. Misuse of this NGA as an endarizernent of any I A, ogliw prodILICA, fi)r sales, ridvetli,��,ijig or gurjN� ot1jr.r ptil-P C CA1r1('ULAT'ON'S I UY IlAonli-IXeh, ('ounti; Dejeog-nueni ond 1-c'en'togim Revources i-fitER) ows shall altioniatically lerminate ifia-15 NOI%� FailUre to Cotupl\ With 1� D- 01jALITY ASSUR.1-N("E. sectTgui ofthis NOA shall be Catvie for tennintpion and rerngwral rpFN0A, E AIATE,1111,k), CEMUK"ATIONS AD,krF.RT1SFMENT, Fhe NOA rsurrg[ ger preceded by the words Miami -Dade Counry- Florida- and follo-,sled by I Bv Ahaefi-Dade Counr V.Dep47?,ixm.?jr qj1ivgu/Jw?-v -�v�d "`z fln 1� fil" 1%'� 1). QUALITY ASS(AIANCE the expir- fic, i date imay he displayegl h) advertising, I he irc- If"any portion off-h N - U, a N e NOA iS disidayed-1, dien it shall BY- it-ficani-Lgeirle (7g.�mncv 8sg,,1(h?g,,g Code, (-,ompflance be done ivii gis cnfirety� E. MATETUAL CERTIFICATIONS F. )"I"BER N S, P E 11" 1 , )N� A copy i�t'tffls cnthe�N(..),A shall be provided to the user by the manufactUrer or its distributcx1s and F,l AlIAT"F'i R 1A, L CE Wrl- I fil CATI N S, g`- 1he,Fhlgrida Buddim,9 2 017 Eibiligg it, lt�slded oilit stgaUt be 6m- inspecdig-m at th c, �iob, !site at the rquest ofthe BUilding Official, itt jef] 08.lj.),�Iq P,E -g-jj Ffi!is NOA millkes NOA 4 19-0130.14 and consists ofthis page 1, evidence subi-nitteld pgiges U-1, E-2, E-3, E-4 and 0, 1 1��-5 as �vel,l as aplaroval doo-iment menficmed abme . ...... . .. . ..... T m, 4lig. jelnix, �dg,: Takar, P,F,, M.& lfelmv A. Mzilgar� P.E- M-',- N FhC slflxtniftg��d glocurnentall'on Was Vevre"ACA bv Helmy A. Makar, P.E., M-S- PrOju-C, icontrol Section Supervisirm PrVJL�et Cojjtj-�k�eetjojj S(gl_)C:.i �qSor Producl Contral Section Superilsor 'a NOA Ngg� 20-0630,15 NOA N, - j-A630- I S NOA No-'(1-0630-14 NOA No, 20-063(t.15 !Woum ELxjuratron Patv,� 09/1 U2023 Expiration Date: 6 9 111 l,2 U-7 3 Expi ra t i n 1")a te: 09,111112023 Expireflorg Date- 09111/2023 -1 Dat 08/20l`202(t Approval 1)ate'-, 0/20/2020 gs Approval DaW 08120,12020 Appr v te, USY211/2020 A ppr4j4L�jl Etate: Page I I F 2 E 3 ('44L.Crete 1JS,A,h LL(�' cast-K, relgi USAjj�L N 0'11(7�'E OF" A(-,,'(.',EPTAN'(',']T,: EVIDENCE SIJBMITTED NOTICE OFA1(.'("'.E PTAN("I"; EVIDENCE SUBMMED U,1--NDER MEVIOUS APPROVALP 18-0424.04 1,9 NF'W EVIDJ'Ii�,ACE SUBN11TTED A. DRAWINGS A. I)RAWINGS 1� Alone- L Alone. M TESTS B. TESTS 1. Aforle. A -Tone. C. CALCULATIONS CA L f l L A T1 01,NS Dl, QUA.I.J]"Y ASSE.RANCE ciiidEconoofic d?ER,) E. NUkTlJRIAL Cil"Rr'I'IFICATIONS E. IMATERLkL j (D OTTI E R Ft 0111 F It (),?Ilt �tter e4th die I lornAl Buiblin- Clode, 201- Edhion. w.s-med hv C'(Oi- g g' 'oder, 2017 Erfition, ilg,�,, iied bill ('41 lgl Cretr US�4, leic%, d(1, r4l sri in�, bY Crtz ir, Perri I? io, P. E ig�! Il"S"lll" Ig gg gbied 06' i.�, ncd & � caleilby Crgfili,, Porrinol, P- E' 0 1, Cz I'L?tter ivh�,11 i Co(fe, 2 A i,l�saed 151l 8. EVII)ENCE SUIM11"TED I.JNDER FIREV4011S At x I A 1R)1/A 19-0130.14 A- DRA NN11 N GS r,e� li� I -A h gc dcil e g' g) 6, 11 Ul ig,ned!&, ��u(,ded 4y Par]Jigg�, P, E- I I)rcoting, Al�glg, Fl),4612, tilled "Precicgi ond Prestressed Lig,aell Deiloils ", �vheei' I g�oj` J 1, /Preyltzril gl t, gi (-'ra ig flgirrint), P'. E., dive d A`1g:irc,j4 24, 2 003 and 1 )T%i igli ing Ali-. , il tifleel "I p 0 " 6 12" 1-inielStik Lood,'roblg,�,si `�-0?eets I <11 through3 (.)1'3, gr,rejunricrrog 1�y Pg!irrinci, P, E, dated,iffarcli �.24, 2003, Itzlit revision dwed dime 12, 2014� oll,signed zindsilloled bjl, Porrino,l 11, E�, ?')it knvary 22, �`)01 9, B. TESTS C. CALCULATION'S < 1. A,7one- Z023 W 1). QUALITY ASS 1JRANCE Cz 1. Bv 1-fia-mi-Dy'rele Countr Dermnirnent re", pcgolialm-y caul Economic Re.v'gtorcev 0?,AJ?�: co FE. MATERIAL CERTIFICATIONS < 1, Npgme� CL F. 0114 E R virtual Review Assist, Inc. Article of C'onversi�on fior a mme cheingfe. ptans Review Ompleted and a Pr ed 202C FB 7th Editi" Rijance with the �j 11 1", ll for COMI Iahr PX2300 10,, by Debra Anne K C41chuy A. Makim, P.E., MS. v k. Niakar, t1.:F`l-%,1lS� Product Coggir-ol seeflexti SkqWrvLSor Product 10�ortro� SccOicm ,NOA Nge 20-10630.15 NOA No� 20-01630,15 :77 Expirgition Datc� (011 �11.023 Apprigg,al Nate: 109/2(1/20201 Approglgit Dale: 08/20/20N __j E, - 4 E .5 a_ z z C SHEET NO. amm August 10, 2022 PA 1 -�) E , / . I . . ...... . I . - .......... ... . ... I ..... TILLIT 0, PRODUCT EVALUATIM4 REPORT REPORT NO.: DATE- PRODUCT CATEGORY: PRODUCT SUB -CATEGORY- Sturm PaNall; PRODUCT slailli 20 GGF GALVANfZEO STEEL STORM PANEL MANUFACTUREth Ellobal 4600 5 I Sitar, t Davis, FlormdG314 I., PURPQI$F 0FFVA1.A,lATflW This is a Product Ropliortlissitand b? Walter X Tulip Jr�, P E. Sye,tem iD # IKE) ti the Global, Proleclilor Products, LLG, Rule Chapter No. 61 10'20-3, Mothosi I R of the Florida Department of Business and Pr*ten?onal Reulatforl This pfori is issA.Ift an Evaluation Report as muserlbed herein, ndhas beead fil �Incmiiwc _a to ON_c do th, � lardence Nos a 20.20 Seventh Edition of the Fponpi Sialici Code, WY; w ,ocrify That the product Is for the Purpose intended at bast equivalent so thal required by codsl� Thin Product Evluation be Subject to rerview and visvilision in case of a Code cloande mat may affeel firrvitations and gll, PAPPYQUYALMAMN DOCUMENT (R&0,1; Drawing No. 20-176, titled "2D GAGE GALVANLZED STEEL STORM PANEL", sheath I thru 26 OF 2S p replared by Tidleloo, Inc.; signed and:sealed by Vvalter & T�ttit,Jy,,P.E,;datodil")7.'28!2020 Thisdrawini . an integral part �t J�Plis Evaluation Report, No 4 Ni Mr. 3-I Stacai, s305, Flanda 13 1 66 - VvIniv, Sir �53 2a�TW REPORTS5 TAS i; per 1526 tA 1he t 1-ribill, Start, T ad a ty rid llr=Svor�dfdrv, rep=,gta 6te ft 'M26 dated 998 win-Fiess;ej P dated 4, 2009, signiad and sealer, by EdirrFundo, P,l Fierliry Hattiel signed and cooled by Fraink OnPo N�Eeal S101-i for maxiliti parlai l9rigM design aleingth, on rativinai and Co, serrlaql FA +hs Flianda Building by 't dated I InjW06 and W seaket J., P E� I -Mill $ M--PA "I' La rm m, I q -act aWi 1`1 D L. 0 AD S. R F,$ I $3 r�j A 16,, 215 toot Ot of 28 Evii?0ij on ii I FP, El it14� Is 26 all f Prodj-,11 fs It rk EN ,ATE Y IIIIIIFIISITQF I AC SLVI 11 II_T VT I 1 4 IIIS�4,i(F N IITY� 0IO IIFPr. IFF51 ! 5KI 1 '. FIF 1�,� III IFIPI 1: T i 3i IIIIIITIll ALI I I FTIQ D! II IF 1: FIFIIFIF IIIIIF'I'! 11 717 ll IIFi,FE; I NI: I:! Fr� Ir 1,,i: Fiii r T I F, S0 II 1: l�i 1 i: tj IIIPkLlill IT IgEA:�� cz< IAS IS"i owy W IIC IL citli I AS tk� W*o? Lelsolit, RV l velia�jle ofr Iin INSTAL-ILAIMN QELAI"'�,' FOP AR -PAN: LS & l I Ow IAIC IS48 IIIIIIIIIIIIII77 IF4A IIIIIIIIIIIT� Itanrinui Oj ou- youla IISE CAil IN! Atlif WAY NQ I AL IolorGALNI12a) l5fllil Steve IrAva IIIQUWAL PROTECTION PRODUCTS, tl CaLING AND FLOOR MQUdGRIE II C-MATOIAL ,011-A-M&CTERLSTIC-S AND SPEGIFFICATTMS� Shall te atridly in w-cordarl arm No.20-176.Arld,ior specTicdions shall be as Indicated all 1, 7 afid. 2 I of 26, product Eva Laoill Document .11a. 1� drawing o. 2U-1 76 7� LIM111ATIENti N011tOWOF USE- 7 1, td,ralt be sdifdiy in With Genaral Notes No t, 8 1hru 1 4, of, she ML I a- 2 6, a s P. s ane To 1 Noti ,it I ri j 4 and I 1 rNi u A 6, 1 21 of 26 of Product Evaluation Docurri (RE.D.), drawing No,, 2ti preparad by Inw. and scaled III Walifter A.Tintift, Jr�, F.E 7Z. Product may be installed HIGH VELOCTli HURRICANE as on sect! orl, 'I 2 of the Fkxds Buildingi 7 Po.Sorrict ati r be into PaLtied curic-rate. block, and Report preapred Fry A T4W jr. P I irtanda License, 44167)� Precdenit of: IOF I C, l Fq NIO F C I 5 , I Iki r, ...... .. ... ........................... .. FIIS. ...... . .. . ... ... ... . . ..... IiLl,f�t,)I)t"-�."!-l�',�'�'�'xrl,t HQN 1 !I T F AG,6' REP ORT RO,: DATE� PRODUU CATEGOFGI hutlers PRODUCT SUB -CATEGORY.- StOrro PROFOUC T NAMEz 24 GALVANIZED STEEL STORM PANEL IMANUFACTURER; f7tibibyl LLC 480t) SFW� 51 Screel 1-PU -EMALUATION , TH. s i5 P Prod uict, option om by Wall r A - 711 If it, Jr., PX - f Syeta to the Global Protect -ion Products. LLG Rula Chapter No. 511320-3, Method ID lot the Florida Department of Buisircess; andi This product is Evaluaton Repwrl as deeu,riiaocl one has Accordance 'Afth the 221020 ratworth Edn"Ort of tho and lo voofy that the prealuct is for the purpose intended to this' k-)N the Thi& Pieduti Adel be sobiect to revialis and revision in case of a Asseits and Drawil No, 20-176, tr1ir,d '24 GAGE GALVANIZED STEEL STORM PANEU� lnc,� signed find by Walter A his �s an III NTS FQN1 LIFE I. . .. . ... .. IINlM "A A IIIIER2__5T.QRM_2AAU II:I " IIIIIIIIIH h Ni R 4 iao alial el H ZJ IIII4, ....... ... .... ....... ... .... I Z.2_-IE�$T PE.P - , ,-PRT5; Large rnissl impact ii trials were perfortned undeTl 12-99 ational as Pei 16091 1 of the Florida Gode. Unitform static loads as set. sectic h per ASTIVI E-330, Test reports pre. pared byAmelican Testing Flanda- dated 03MV02 witnessed by� Wifliam P_ Mennen P,E � Moroz. P.E, add Henry Hattern, PLE. and Report 140. 021 0 0 i -('a, datee February 25, 2009, signed sod sealed by EcIrlundie Lar-poespodaL P_E_ and Henry Honest, P;E� Large missile impect and cycUc TAS 20_1 & 203 as Par section 1, 6091 ,=2 of the Florida Building Code, Total Report prepared by American Tesnotit Lab olliSooth Flortua, 11 12101 -1 D, dated Raverianer 23. 2010, signed and sealed by Juto E. Gonzalez, P.E. Tionedw Got faced: No. 0CM-1918 fly O-C arc, dated 3, signed Deleted by Frank Grai P E, as per ASTM E-R and Tenstle Test as per Q0 Report No, 10KI14-131i dated December 1. 2010 sittried add d by Jendi Jucioliano, P-E. as per ASTM E-1i 2,!�STRIJCTURAL - EN 91NEER1 filtra-:9A LC 11t) LAT100, On 24 Grrivara-zed Stan Storm Panel [or maxinnum Do. net length vs design wind toed,as well as anchor spacing -vs. design wind load and parl on rationot and conloarative analtoOr and in Faccardaroe, with section 1604 of the Flooda Build Ing Calculations prepared by Tiliteo,a, n!hN mis nicidWord, signed sold Parned by well A Til ki ,_ P, E Large imp -act uner section 16(i Of the Florida Burbling Code as per SSTTFF 1�-( TAS, 2,01 � 4,.'W'NqrL.O�AD�i�':�E-Oj-SJ'At4CZ: 24 Gage Galver07ed Steel Storrs Panel hs Dealt verifien to snistain pnessuresl panel loogth shall be as indicated on che ad3- 9. I a I 1 12' add V or -to of Product Evaluation Document I ' P Ii drawhistif No. 20-175 Anchor Spacing shal� be,, i indicated art shisats 5, 91 1 I l, Ij thru in anti l8 of Ift,of Pricturit Evalution (P.E,D=). drawing No. 20-176, 24 (ate Galroinizold Stiall Slorm Panel has Dean eartlaid for col compliance In work as a flon-parous storm shutter assembiv, as por SSTD 12-99 Standar,cl 441 6-7 f ATION: installation shall fas performed sfipctr�y III apolardance,nith nshests 3 thria 8, 12 thru 18 of 16, of Produc' drawing No. 20-ITS Minimum separation togmssshall no as on sheets 3� 6� t-3, 14, 15, 16 and 18 of 192 of Product Evaluation Docurnont dra�wing No, 20-175. 6. MATERIAL CHAM If CTF-UST LC�,S_AND6PEl A_ � QN$;; LC TI Shall be strictly In smarlirdance with General Notes and Complarterils solliksited on shoot I and 2 of 1 8, of Product Evaluation Doil.,,urnma (P,E,D,:lj, drawing No, 20-17C Anchor spec-lificaVons shan be as indleal on sheet I of 18, of Product E-alubtion Onournient !P- E D 11, drawling Nal 20-17ST 7LlJM]T.AT1.FIi All 9;MUIMA�QF VSE: 7ill, be strictly 1, it till '111, indicated on chisel I of 18 il Product E,valuation ty,ED), dratiahl Nio, 20-175 preparad by Tilteco, inc. anti signed and settled by, Wrilitar A. Tlil Jr_ P E 7,2a Produal shas not be, �nsmlled within HIGH VEL,OOTY HURRICANE ZONES as dllil all section 16202 of the Florida. Buipling Produc shelf only be, instlled poured concrete. cocrete blocs, nd voted forthe structures. Producl Evaluation Report unaltred by Omilter A� POW, Jr- fil kFierlds License Nil 441671. President of Tbteco� Inc, (Flda CANOW6719-f J7 0- TILTEGO A011ano RECorlos k R E. RERQKT�21, i3i-OFESSIL. Plostill �l P GALVANIZED STFFLVT ORM 0iiii Offil O-Or i dif , Z z A � / 4� 4/4, �/ f/ J� nefl 2Wfll 1, 1%L` A I D, L * 1 1 ew/ a 7W EE IA A IR -EQ -V tAR- .P&KE_LS 1. L -EYA-T LO Virtual Review Assist, completed and approve plans Review, h lEdi for compliance with the 2020 FBC 7th Edi X2300 Anne Klahr P IIby Debra IF1.11HIRRA RUILDONG thikifli 4 it 1ST SECTiON A - PROTECTiON PRODUCTS, LLI I T 7 6, tI7 I (D C_ U) > C) 0 C) 0 im L) -CIO C/) C:) 0 0 = = .0 U_ CZ li -;--3 M ,- 0 cli > Cn E 0 U) IM M -4i ii -0 C/) < z z W =I tInR 5 ALLADON A!LS E�QGR RF,l9tt.Ldl OF _T�,Q ___Q E T R 0 NE j� d E OR IYiAl `Q SIN It" Ai'trl,�77, 'I ,i EXrTUdG POUREQ_C00iZRlEfE -OR 5 ISIINIt(n IIMiNiAll `� DA. IIIslI(D ItitI3 IIIFFIFIIIIIIIII(FLAN IIINIIIIIII7 T itIIFNIIFW12 IFII Wl SEE: DN S,`EE-i 12 INITfff&LA ISCALt III II IINIIIITI.. . . . . ....... IIIIIFiNUIL, _"L I %IINT IF2 : �T IISIZ' IIIIFI__j co IyuAlm i III��rrrr E N ......... . 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I11LIECO, I7,3 7_ IIOF I5, I i GLOBAL PROTECTION PRODUCTS, LLc.� AT I I11 E �0 I:1 F IT III C 0 II20-176 IIIIII Fl� 1, I U-MPONENLS FOR REGULA MS IIIIIIITIIIP�PAL A IISI�URN EANE ��, at ItESTI ITo RAW *1 %-' C2,) "H" mum C3) :r 1&49K C�) ARGIRE WIT11 STUD HEXII ff" IW/ IIII15 OR IKEY LJOLE El WASHER III HOLE AT PANEL 2 ,!A- I2 1/8" T*r III -,so- 18, II(�l REY� "I I'll III4 (�O) AI A-C K LAUL-H&M IT4 417'1' NO, 44167 FLORIDA ICE n1W IIII'L STORM PANI 24 CAGE GALVANIZED STEE A2t, TiL E�qo,lll IGLOBAL PROTECTION PRODUCTS, LLC.. II-,'l T RACKS 11_6A�, Iiiiiiiii—WWaWl T_-L I 1:1 7�0"`;�Rf% WCHUR` (SEE W-Cic"Er OF Col. POVREO C�IICK'TE q .-x Co. �-z mi L r ITI IA 13AIR FT iF 9 1 X41 III ITL 1.1 I,P:; 1:1 IFOR Z im� 1, IIITO rw,- 4 i i -4 To I31 �Sa Scll L" IQ. 04, Itai If (SET 1-n PAI LENCIII CRI SI ION 30, E' inGLAS& IIA`v Iri E T., ITf A, OKI (SZE SciEWLF S.FYPS 9 9 '/O' AR f5if;_ TAULF 0 1 CEILING AND FLmDOR__MQQ8jjN9 WALL MQUISTING 11DIR CT MOUNT W/SFA�ER2 (j Qjj SECTto 4 gCTION I . . ... . . ...... . . . ........... . ......... . .. - - - -----------` SPI ACC* 0A TON T�PIOA OUIMNO rXiDE KEPT 14.r4canc Ion PANEL ...... . .... 11C."m-1 . .... .... 44167 IlGLODAL PROTECTION PROD SILI Uil T, L I ,%A:YJ,M_VM_Aj,2_j0 �SrN _R 2 _p,l 3/4, 4/5� 5/5 & 6/5 AXIMUM SINGLE IW/6. 2W 3W/7 4W/7 III PANEL fl! ONLY EQR REGULAR 57TURIM ',CRET POUREQ COIIT- P_AAL1mm5_RA$1ALtA1IQN 11410 aI- - - - - - - - - - - - - D M , 'TH MAXIMi PANEL MU111PPILM PIANIEP liENT, III s D IIL L- IIIIIIIIIIAI4 IIIIIr 'I" III1/4. TA, 4/5, 5/5 5/5 2/A yol All IIIII ITI-77M SECTION A -A IInIIIIIII m! I A: IPP d:!:: I III10 . ... ... . .... .. . .... I.... . ... .. . ..... . .. . .. ...... ............. ... IIIIII+ .. . ... ..... ...... .. . ......... . . ..... ... . .. . ........... ... . .................... ... . ... .... � IISLOHAL PROTECTION PRODUCTS, LLl II11L 1E C 0 W lnz� :��4�ts IIIII IN.51ALLATION DETAlt.5.-EQ-R-REG-U�L�AR—PkN.�..�. IIIIE IIII2 IIIIII IIImIITC IIIDIRECT MOUICI II-2 IIIIIIIn1 P 1 ,,,:I E IIIITIn�21 ImIll U nil- 0 P40 IIPAPIrP hJAIT IN l—Lil A� 5 mle II9,m I �2 AI TQ IV'I f T�'� ll�;IJIT 'f GALVANIZED STfEL PARE I IGAI, IT TP I P 1, P, IP E, 0 GLOBAL PIRDTECTION PRODLICT LL,..i II S IIIII INSTALLATION DETAILS FOR REGULAR P INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES EiII IRR JEASTli,G ITCHI CLAl,RETI C"'Aiii � I2 - IIMi TL�!:-S 0 EPA ifE IC%N: JI I, %W. f7i (Sri 5C.-v7dif 9 I TO OL.k$S IN= 3 i Ift SC,CQUILE Ion zxT 3) J" S�EFT IIPCIGLASI IT Arol IIIIWX I�c 12 C, C. CCWIR W-RE". 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Owl 611140-41 Il I'll"Al �� A�., 4II13, C �Q�._A_JLLAN QASE==�?L Q .JE � III if PLAN) CASE D (PLAN-! - I _W ,.A5 - - 71 - ,CALE I "A" : ' �T �'5_ ,,C�EE_E ll/I';ll1_ �E_y ,.- � ��,,�--IlXt T1. l ;'L, , : , , - - - DA LI-ce �� F .. I *_ - �, " , "ol.'eil, oc�"S,!, ��.11 nall ,;, `Eul_� lu 1I 3 , 4 % , IT, O. , I , - 'I 1 , . c"cWTE 9- roft� anrT P��VAI, V,ljS �SFI , , - - I \ e �� -_ I k4 ( oR "ll $M l Ic-ITI l�rl stlia-, . - _=4 vmmfs A lWVE W-WAZD � 1pplw�� It It It) � �IYN ll -I. "I _� M_ - . j W & 6-0 ll, �D ,PENTI IIIISI 61--oW � -W - VlXII� - ( �- _-11 ,_,, 1�r . hl 'EPOINI wI no"jIlETI ww.v It 20I II I , 1. I -7'r7 -----,,rF ill - , - :: 11 I MCC* - 7'.e, *01.110 nNWE I >4 �;;I_. 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I ; , I I I I i, ,� - 1 7-4 I , j 1 T � - � , " - � I � i - T I � I -1 _j - - '- _J -1 - 1- L _� _1 -- I : - . - . . I , _j -1 - L L _i, J-1 L L ' -_ L - -1; ,.: j - ,_ �� J. L L - --=-7'---- __ . - - . , � 1___,_'; L _5 J, -],- � L �j j !I I i - _ - _ -7-1 � . W'. I -1 �_ , - - i - -� I 7 ,,,,* 1 �, � - I (Y� ____ 1L, �"Iti ____ , , - ___ ____ � - _________._______ - - - . I �T' LIEZI/I ItIl, _ - O'Ell I'll T18 .- PI -AL ELEVATION ._F0 _F_ ,�_ U1 , ,,-E_J_ 20CLQ� -!��Jl,:Q'i' afly.-I � �IKI.. .'��: I N E L I� j _ ' STFR (t), __.��( I Al I� I ,,, �, ll , I - . I 5Ef'TIQN A -A � I I ;�111 r - .I-,--- `j , � �) 19 Er4wNEERIllsil ExPREss PRODUCT EVALUATIDII REPORT SeptimniFlu I-- ;iGtNi, isitilicalklitt, Ni.rnim, I K:Plr�.j I L IN' F,lf Project NiTi i61:5 I S4.1 1IT TiAmA it fJa-_tiT(v Ar Ar nFiriCall-i ShirlileirIatild GWI;S t�ilNnwrpcluml A',A._" 140 rg,ililha FiLoa,11 V,FAlPnklriBcql rL2l:3409 Pl-J.0 III, 3 Oiesc-liptikin 24g,it Grikiianlii,rid Shi Shtrm rairiFis ".Lige III irilrort Rmeasw Scope of Evaluation: I his, Ptodav tv5l.91i ReholI ri; bell so.ed 1n av=dan,ff with " reqBIN,prrsi of ffie FII [ITpad-Itit W 5triBilitsi 4hd P101-0onal RiSgulabrit IRLWa BAktnq Cortirniss;uiril Ruk, Chortler 5 tG20-3 005, F A C Intl, stair ~.AJ- actIiepi per Memod Iful The ri-atict --tioilad arl has twen IPAO ancl,'Ot ,,,4i ail 7-riwixitil beftilit to Il,ficjw coffit)II With the 1"k-oula Bihlrtl[lg Cisdit, D to -I . G _14"i Edi l2020�i J,0,� Ill Tio pirlioth, TrAllehilliel Till Ill . ginthill L, . - thal lr_-qLrjrqIj ill qhhi ri�xtv Nil, evatuallan 0 hills %IrvdU(,I SITI be iti: lollitwirITI perontint Pri 8,lik'll Code millififillyrilons ,I Ullils"0119 Substantiating Data: . PROL-UCTEYALUAT-IONDgCUNIENI_IS E_x dral' - 4;210131543 Oul -24ga Gali Slisol slii PATI l"VHZ An "Opin, HVHZI' %iletts I .5 rit,AFF.Ired Fitz Ename-ii Emess istgRrd & ,HisilIed tly Firkink Bennitift P E liti an ornegilA Pal Fit This Evalkiamor, Rvii . TEST REPORTS jnif�,t =ii�ll Twlnlr-art� has been lested in acc,,Faa�e vil TAS 207 last standards par lem rermil G-1740i hTr Btack.wato(Testing, Inc LAqlFiFr_,FIt,Fesistw.ce and cycle roading perkNiritanc.Palitbil WsWain actionlitnilil.ilh TAS 201 and TAS 2031 Ill standards pa test report(s) OBT-AGG- 17-001 by Slarkwall- Testing tric . STRUCTURAL ENGINEERING CAL 0-0-NAS Silrut0wrad angirraering calcull,AAslsl f "wITI pliliplitod Whiii-h evaluMv tho prvoi_KP b&SITTS Cil'i cmperarrve,,wcVorrat%)ftiip ,dr4,,4ly%tsdIo(lLoalilygI"glIc,4CT,VWt�'ldomr)N,,,lulfiP6I I, T,4a%krki4tTi[,r4YhiiivoiRb:Yospi,ins 2 hfinonvArTAIT.TwolliloSpit" 3 fiUrvir-AhnolarrilSePrIlaron 4 AnI Spiticing - 16U SW 12'- A,,fiI SurTe 106, OFErTita13 81FArk Fifi,t-FBA 31,442 F51541 354 " (111),Eii) 1 (864i) -�___ 0, TIAMOENCINEEAINC,EPIUST. E.C,:NFEAINGE.:w%� , i . " I/ I/ I- �� "I 1, il - - -� L, � , �W_N , - � , L 11 11, -1 , - - - , 1, � -. I 1-11 - _� -,- I � I - -I'll , , �' , - ` li"_ i I - - .- . Lid i I. 111 - / I - / :, lj'V'�l /-, I I, Ili li, � " "" 'M I I I it � ", 14 , ,; -, / - 11�1? 1� L�2 , I m I , _j :1 - , !1, 14 /l �ill I 7/ ,%' T�F� I�,tlhTp' III �11 " , /.,,,;��,, 111 I 1: ," , . - tl� 1 ki, I I �,!� �,, I,, � L � � I I I i�r'!l 1 �' n-4, I I , I I {-_ i I I �. A; I 1 A�, 71-1,7 - - V r- I -, 'L C , ,l-, � _- - � ,�] / . \ 7 To -,- Y, - , , / I I M�k - - - --iii - � 44. 4 1,�1�7 - I - ------ --- , ,Zz,k I � _ - ,,, 2 - 11.1 . ,��i IT - - : - .--..--- .I t - F+`,�_ _ i, i, It, � I, .1 lilIt �0�1 - - F ..-.-] : H - , , , _x, �,:� � MOI,L_ . � I 01� I l,-_- 'I, T . , � I 01 �r., �r lil,' , -- � 4 LFLI ; -1-11, . !•1, I I I � ,,,;---� 4 , R i;,, 4 " - 4 ,:;:" -, � �i_�11 f 41 - H = 'I " ::l� Illl II 1: I IF ii - r , 1I'11V I Ll'�, -11, I ,III]-DIZ_,lBA LL,,L_,,INC; CO,, ,.r,.T ,,_. Vli � li ___ _Fc -Z_._. I - - , 't_-_ __ 1 ?4 GAI GAiYAPH,ED S-E . . t � L 519RU FAI,EL 1 -- - I __ - _-�,-- - ", � - __ ,, . ' 11LIECOTTI \lIG BAL FRIC)TECTION PRODUCIMS. �L-! gl"I'l,' -----,- 24,� lrlutT F757TNCT I CKIllor�-WIF"i1,�Il,l ,l . . - .. ..... . , L-7 ,_,��- 1 i � ... "I. , i. 'r . L - ,TI '' ,", - ��- � 1-�,�.I.-�-1.11'.��,�,.�"."..".".,.�- .. 1. ....... . „ .. . . „ cam_ - I_r-,il;-_�N1I:-;=_ -__J� - Pa,--- 2 of All JNnikiiLltn Shialivil Gla&, - :4ga 68katl S1,V1 Storm Panels � t4,o331/,4nCreaseinalloN'aNs,stlamtm5WC.,106nEhedesign cdthis pToducI $armlathrIn �romgiil not irrourriAl To, hilsiBLISTOnS CLAS00 ol "lind zoi*,. 4 ,,.d .stiitntaill facittbas impact Resistance: t Sligit, irlit:101:1 pimossilimicli 1111,15'i bollin derrioit,"llilillild I ii,vtdoll Ih Itillili'loillitill I Till Llritnl�jll�, mrl 19i 0INNIlluirplilill 1111li or, OWN 61111N rri'ring TIOB"trn .1 lhill, pIT11:111TITift Wind Load Resistance This ttrittlitil hal; NiFiLiroogtod to lesistmilad Icall IS woraled ,it Illo ii srh-doh'Lz� os TITT: tFspothils, Ploducl EvaIjilli Olu-c.niert; 6 Ii tRginerHing t1l Installation TtAs produci Shell be Installed in sul vrrvF=,_R With Its t"riech" Prodwdl Eval"too,r, aye -'z- El n ii.g,nae"ng drawing) III,np With alit rilt;nr-�IIII tic-A-1 the,,,,, Prixhict componenisshal; be n! ii "llitleral spet-Aud in Dat pqoil � resDeUmill Prot)ucl Evlairigi Cocurvievi (i o erigitTest,ing di.armrs;.) Limitations & Conditions of Use., NsiFBtjAhF PlI.H.1tioLt lihalitV m5twl au'lardi Will ho rAspeclisTo iii,odwiE &iisijatlioi UOul,lolltill r, ,,, rignwingIiiigoiedh,ioviei , `Ll1[FLrt'P`hl�hlsl IC d":I Lut rUrf'�,1,n'a,if C§-'-ja.'tIfTli Vl[1,1,KF:4��;�lrrm,��vd 1"1iTdsLrTIJsha0b1V,lmilTioill 1ibiihs1:ltUOil,�d�)lk�l�i��lllla�i',r III sl, tr,,TTi:o�,,eH qdUfY lY:i,r,.:,ilu(:11"sriN1 ac,FiP,lre-ari�4iniE,cheAllA�;sh.iRt,edi,leVl!IP�4:j dd;l[ry prvnRS3tc,�!gln,,,i,ili�,:hqs,n[iaF; 1pi+;,'f jP�'LI pitoirtiri'slisitiol itittliffouil A14 COMItKinitATS 01ITICh ate r)C,rF.rTe'qlV qi%t,h4l ."baff lWT pillillill apainsil I lFailiatTirnalkFil iWill o9iii Such divillil 0 all hmil Tsis rmodurl haig been 'en.gri f- ulsa withil and i-IttIldiF lhit Hq,4h VA=TtV U,jT,FFAM 7�n_ jHVFCr R,�Itec.jilljillj. � , liI F lill ill I ll I!l 'I ! __ _....- - _...... - -_- I` ' Ll IttIlTrItIllifill IIF� ENGINEERING ExUlRtssi! 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F9 6Na-i's e A i R110 ANCHOR SPACING S-CHEDULE, -'A =-HUGE QANI P4rJEL fiTSIENERS 0 12 5- Ii 12 1 2 5' 90i DtSTANCE I - I .ji 0ma. - � S" ,111', W V L ,, _ li I#L 1 -5, i SgMll CaN8 TYPE 130,141H TYPE - 3 ,= N "thill"'I - � - iSP �4 E1 -�4Tim I I I .. �=_ " "�,'Zll �117' - � I � I " _LL,16., � 2- , 1. - liw TqlI 3, ,- ' 10��Ilj 10I 6.W1 - 12 ir" 16', , � . 1-1 Y' � . � 71! 0 ; �g 71 _� i 1 .g: _sl-�; 2 -, 51" 1. I' �' t" = I. F� __ fj-- 5' 18- � - �L2' � ALI' , ,� �� ;""; , �;� �,_ P A t , 5 IF 0 Siri= z - l, - J,t t 4 Lis 'L F - _;Z,[ %Li" _;�� I T. , I ?L i - P - I F, 4 I&O . T i i l,l,I,l .�., "3 , , I jff t,l ,�� ,A ' H, ', I z BF , ", ii : , TL, IT, N, 0, to i4, , ! Ii I! l: I P 11 , ` "I '6 � , - �J.i.��L ,.P 1 � ll"I vi�,F T,Fi�`-_ -, ll-.--- -- [sL6` 'I' ii' --- --- -, TIT ' K . - T'rV . T'I� Z�rr�l" ill ii'�:ii i 4�_ � �L "I L� �r 'T, �ILiii �i�l, 9: 1� I j�;-=,-� -��i�=� ,:' tr I "l L6 , _ ..l._1_ LILI AL, ,_ a, it is , _ I q_:,MW*w Q, = . ... . 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A 7 1 �' I I-'S- II 3- 4,7� i-1 141 411, 'Lu. s , I - ,,, , B, 1 ,2,- . � . 2 ANCHOP NOTES: i ANCHtilt S,airblik-15 APPLES TIB ki-Ir 'RONLI 7MTTFIED HEERIFIN, SLIT C440 PROWILIES MAXr!'I ALLOWABLEALICW-IRSMAILLNEi. HAAI-LJMALLo,YAsLL SRAI AND PRESSURES LINDICKFECI IN Flltltl liiiZHEDVILIE 5111ALL il MAVEkillAIL, A ANCHOR TYPT 5EI_F,T DeSIGAILTBiLICKEATeg THOI EWkl. FT)NEGATTVE Ci I''CAEi. ,,, _:ltHF1F�j` "�ll WIIE�ilr�Fl��:A�tTGN,Z-FIC,��N4�l.,')�CAFTY%!I 3L riTil FASTFNIFPS' rRESTIJES ,lReDJNMAI�0TlK7TnN ill ALL MOL111470II NMI-IME)AIS I'll, , rilliciT.,sTIMILIT-01 Qtlttl8, El I l LhiBssSLO� - f °N'ELFAal'eMi-,R$PA(40R l,'i'lNlVhi[EVALUE5MN AIJ�'�l'',Al��CJ"IU'l�d:l',�WrIEkli$�1W.LLIV�NG$Ul�l-IL",Z,Llf4rL,�Y,KS) 4 ANCH014,451KALL 15F I)II'StAILLM is Amo,F.Aiii vi I"LATILIFAt-TiTil HIECITIRETiag,rin't 51 li��twloa5LE.'C�li"OGI'STRLJIIVRE�i�"�-iy4f�!�VI[li]Q*Tt4o5�lt;Ll;iX � i eLsIEDITIMT SHALL 8F AS NICYTIM IN ANCITTI)II. SOfFOULE, i - •GLSTNTD CGfQCREFE WHERE IFxiS TIN G STI%U2T0QE IS, ANDOO FRFAMINI li TING crrt<ir`4SNA`TVARY FlEt-D IF-RiFy THAT FAISTEKIF6 ARE INTOADEWATE WOODURAMNIG MEKII NOT PLYWOOD� f�k__Eliisja TO PLYWOM 15 ACC-t-FIFABILE 011 FOR FiNIF CIOSIBrif P'l M *HMANCHORS FASTER TcjftARMIWFAC-FGfW',UE,:fRMNG,F�TFNEP,StIALLBI;LLVaTr=t-N ff�rllll OF NOMINAL 2. X 4- JMIPJ, I WCOD SWD (_ZV Ell DISTANCE IS ACCEVII 11-K WOulD FRAMIRCII. WOW STUD SHALL 13E -irAH-1-iERN Mkil 110 55 OR GREATER DENSITY. LAG SCREW 't-I P4VT ITHILLIPSE PAN HEAD OR HEX Hill tR"BrVABE AN3I&I LVAAI AL-ItjDCJTT,C T44CH U INE 9:litl SHALL I-AiM 2P_'FOhTMY1 ENGANIBMEW OF T"PEAD5 INTO THe W4-1 ."BHOR AND MAV HAVE l6rTFIll A PAN Hf'W1 Tril HEA'_'r OR WAFER Ftl (STDETkALK 22 " N C Q IMINEK-MIENIPEDITIEWT AM EKE WITAKE ExCLILIM 51i 'tROT HER WAU, PIN�IM JLT 70 DEcGlitArES ANCHOR W,01114,*,Asti!,H ARE NOT iii(XIEP'TABLIF UEF.5 Fs , 01TIF0 MCUINT11101; crXIDUTBITI Lti UNUAR ryd.i-tEa4'13LATIC9915IVuTT*R"rT7Cd,I `ET.LBet,`11ITI THr iliictlichiislBItLiuLE°.l ij5leo oN T'i 45 STIE" w!:ITFT----� � � , � .C4 7 � � � _:!�l '1�,l - � 10 ,,� ii "r, it Y1 � L A el ; " , e�,g 1,1 � qjI "�`" "I M �� UIT 1, 0 'I . � La . 0 . z ; ( I . % K - 0 IR �- Wj 9 -, GI-1 I-1i 912 1 tD � iii, % = I Z I ul F i 1 ; E , 8 kn.r 1' I ,HF -4-0 (1) (1) = I U) -CZ (1) -Il U L_ L_ _0 C cd -0 r) . .�-'(--- ) (1) -p-o cn (D -+-- = �M - m cn (1) -0 0 0 -0 _0 L_ - 0 c- = 0 3: C: = .0 UIli_ - M C) -I.-- CIO 0 CZ > -S2 70 E ) a) Qa .S2 C a) CIO 'R 03 _F� C1 - = . - CO < t 4 z z W J - MAR 0 412023 Vi plansR uai Review Assist. IR-c-," iew completed and q - proved complia by I ce with the 2020 FBC ebra Anne Klahr PX2300 Ith Edition Cn _jl L " . (D (D (D C_ W Cz ,-:. i� � -1 , 0CIIIIIIIIIIIIIIIIIIIII' L_ W0- i . - r I < (D 0 0 = = -0 (010 0 L_ 0- 0 (1) M L. M " 00 =3 LL1 7--E < :z Z < _j n SHEET NO, I H1. 5. = � . __ - ______ __ - - ----- - ____ - -_ 0 . -_ - - - - -- - - . I - � - � __ - FOLD UIPI WEATHER II 11 ,�. � I 0 1 . �� - 11", - , 1, 'I 'i�P __-___ ,� ___',.� �, , BAF -HER I CD '_ , \ , TEMPORA 1� RILY SECURE ,� , v ,III ' R E 0""' U 1 0' E M E NT"' -,_-- '", RESISTI),111. BARRIER & - - - - - - ,_ ilo,f.:,,�)II-��q!��;�RE.-S.��,'i,�'�,��"E-- _.-I'Vr� - 11VINDOW UNIT FLA IS H I NG"' U K b _1 , , .= ga UII= ! ._.__.._.._._______� 11 11 ,�V ". �__ ofoop POLJNI n- E:I i , �_.-I� v� i__ - � ,,,�i �� __ ": ,��I, _ 'e, . ��?,,�,�III 1, .1-1 "� , � WEATHER " �v 111 0 S5 L 0 P E 11i CZ (D r- RESISI i'I!VF' �",,,"' I ,,,� '� �� I", I 41�v,` ,�, �, � �, I i - 4--0 ", ;�,��, I - , - I _�Z : 1 2. 0 I r 1 I 1�� ,. - , __�, � - " � I ; I � 03 !IF R703.1 General. Exterior walls shall provide the building with a weatiner-resistant exterior wall envejoi e. The exterior wall envelope shall 0 1 " � �, 'l-l"", ...... "I'll __ p -0 > _c = BARRIO'l ,�, ".1 _X" [ � FRIIWE Cl�)I`48 I IS I I-1`:::, N; !� � � `,��,, , VA ) � ,`,��,:-��L� � " , """, _,_ - ,� ��i,�,,,� " I ��,v � - I a) 0 1 ,,,�,, " I,, 111 . �� I (0. 6 cm : 30. 5 cnr ) include flashing as described in Section R7103.4. -0 TAPE _1111.11 i EXTERIOR S fli!'4c1,,��! �'�� I � ", 3,,r4� I- GEAI_� IY CONST F� !I I " L 'L I �� . ... ...... - ,,,,,, A E L F A 044 EJR,�'.� hi I ii � IIIt � i ,�. ,� I I L , ", 'J_ 0 ,� I. : _,IA1 ,,,, -1; r4", / '""' - 1: __ C 1� I SHEATHIIN,G B'Ir 1, AFIFIING D0110814 . ....... - ;Z, Ill � , , . "I t 4 �,,I�Ixl, - AL C I H F - I V 'n 11 0 A I- AP P I � I � �, � � � � i � � N D F R SELF-ADHE RED FLASHING CD CL 0 I..-.--.--. 1� J�Iotli:j RINI J(�) IS iL 1, ,,,,,,,, r I E 1 I I,- 11 ) ,4ND U F) , `� " I / T HRPSHOU) or rjr%� -,"i''iD (D CL 0 I- � I ,,�%�7 - , I "I - I L, 'JL E t - 1'L � I : 14''A :� i -1 U J _, E -0 a- � I � r, 8,41 6 in ,;:!, � _" " RE URN I.A��' JAII R703.1,1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water = M I I I ��,��,_ I /_ I EXTERIOR - I - Ir", : IT ' T HE R i 4 " i�� : NIA,11- BP 5 ND CIR Ef,.�IJA� V14% 0, I 6 i - "Q: within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a rneans of (1) I _� . .. I ML) -----(`EMT. FIN., 0) r i ��,� L Al PROOF CALILKINUi I "I III. (n .- El", _," `�::_:` I " :: , V*_�",, , L, , " "" � I > I I L L. __ L , draining to the exterior water that penetrates the exterior cladding. VVEATHIER L11 � , � LLLLLLLL � I � ��11__, - " -1, 1�%11 � SEELF�ADHEREDFLASHI 1',.` G �, __ .. I I - B UILDING PAPER zzA-, - ___�L�' ' � v, - - " 0 -0 C, -0 -0 �,�'111_1�1,"_ "" . ...... , , � . . i � _� RES�EhTIVE "'_'��,.�_, L I _�"��',�'_""'j' . ,.,-- I - 0 . = 11 " �Acj __ � I.... � � I I-- .. I C_ 0 F ' ,� ,,` SARRIFR 8EAL I'(�)F'S OFJOV5T5 ,,�,,�", � " I � ",;;�- ,, � --a- -- > WIRE LATH 1 4- f 0 &I � ,�,', I ill ,,� " � 'iI __ R�012 Water -resistive barrier, One layer of No. 15 asphalt fen, free from holes and breaks, complying with ASTM D226 to, Type 1 felt or other UNDER [)E,!]KIN(� ! , �"�',�:,�:�,.�, Ill� ,I 7�:',��-_ '', I" W - 0 � -10OR L 11�11 ,,,, �` �;� r-111�,Tl '�I_'7��; _ - - _ L C:L t �9: �:,, ,� \ i S I, I B I` I ��_`_ . I , . ,,, ,;'I i - �� , ,�� . - I approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No, 15 asphalt felt shall be applied horizontally, L-...-.--... . i I ,��! :,� ,"","��'11 :� : I I � I �,� : _11� - I ,____,,,,,._ I __ I " .- .. ..,... ,� �� Uni r.�S:l J-��rtr Wr�h_7 I \ - 0 U_ I . -Xu " , ,,, � 1, -- - ,,�d " .... L. " I i - ,_._�,�', ��:_i�--��z: --� I 1 . � . ith the upper layer lapped over the lower layer not. less than 2 inches, Where joints occur, felt shall be lapped not less than 6 inches. Other a 11 ,,'�, .... . . . il'T"!��4�,�IL":"",�,,��'ll�'. ","�, .. SELFA1D:i,R,HED FLkSHING `* I 1� I , 7 - wil Iii CZ " - I ,,, I I i " I I - , _ - - 1� ------ -zzT �,L_-=, 1 !,,- ,,, 11 i T %rm� __ � I. - - , - - "��,L,.' aterials shall be installed in accordance with the water -resistive barrier manufacturer's installation Instructions. The No.15 asphalt .'Z..� "'�,L"L� �- I � E - I " " � � r approved Fin 'A! � ', `LL , rf .�- _. - (n _0 0 HEAD FLASHIINGTIE-:lN INSTRUXTiONS: ""', " I I " _�_! ,,, ". 11 i felt or other approved water -resistive barrier material shall be continUOUS to the top of walls and term. inated at penetrations and building .- 1� Cut fold up & ternporarily secure vveather : _", 4 R0.111,11110I,Sf -1 1, 1 _j � L_ � I I I ""'."11", ""' " ` ,�,,., <_ -C 1) I 9) I � i appendages in a manner to meet the reuirements of the exterior wall envelope as described in Section R703,11 � � Ln ID C�L I �� _,___.____ I , cn I i i . - -_ -: :�E " . I � "i , , � 42 21 THESE ciffTAO" I RE GEN;: RIC AND resistive barder abr.,ive header to abi:Ay for �,'_',,,_ _11-l" "' " � ��L I "' � � = M ,o flashing Installation I _""'L,, � "",, - u I � _0 a U) < - � , � I, , ,�� , , �. _. --- ....___�S_' L . - MEANT TO SHOW GENERAL.. FLASHING � Z Self -adhered flashingilSus head flaslv�ng under , ,� � '. I �", � ,,, "" I , I - R-1703.7,3 Water -resistive barriers Water -resistive barriers shall be Installed as required in Section R703.2 and, where applied over wood -based - I --- weather resistive barrier ( 1 ,,l ,-"'�, ,'� "' ( ... 1 �I I AND WATERPROOFING METHODS TO � 1� I L' � � i -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The � 1 Fold weatheT resistive barrier back wyIer head �, >� �<'Il, L,_, � � " I 1- � - �� L --i 1- -1 I—- __ - )� 1 ___ -1 sheathing, shall include a water -resistive vapor , , ,,, � , 1 11 BE USED, �, I ,� �1 _�, � I ___ �.r ( -) 1 i I I tL flashing and seal with race � ,,�, ) � -4 "I Y f �, . . .... � 1\�, individual layers shall be Installed independently such that each layer provides a separate continuous plane and any flashIng (Installed in I ,� .-.-- I I ____ - _.______.__.__... -, . .. . ...... . _._._._.....__.._ ___,__...._......_ .. .... _...___._ 11--l-', ---------��...�--.--..�-�.�.�.... � ... -.11 ... �-.-.�ll-��-,-'Ll�-----��L-L-'�-'----"� ... - - . .. I _ L1L1 �,�'�-L''��----'-'-�,-----�"��'�-��.�.��-.-.� .. ..... ........ .. . __ - ------- ____ ____ accorclar,L,e with Section R703-4) intended to drain to the water -resistive barrier is directed between the layers,. I , - I � ,,, I sca�fq� II I SELF -ADHERED FLASHING I S.'ELF.-ADHERED, FLASHING rI ^ SELF -ADHERED FLASHING I FLANGEDWINDOW L-.i U I 1 O,rrS i I I Exception- Where the water-resisfive barrier that is a: plied over wood -based sheathing has, a water resistance i - - FLASHING iNSTALLA'NONAFTER WEATHER, RESISTIVE BARRIER Wr_ 1 EXTERIOR DOOR, WITH DECK - SECTQN A . WP02I C EE 1111will ... T, F I N I 11`3 H S I L I-! I HELF111' CHIMNEY SHOULDER WPO3 P 4 ,equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervenIing, , momm"."I � __ substantially nonwater-absorblng layer or designed drainage B-pace. . ,,,,, -1 I'l�ll!:Ell�'��iAP�4�O��,L:L"�i� ... FAS'TrN F RUBBERIZEDASPHAI � F'5C i E R�I II)F I� �,4 E,v 0 fl `� �_3 -- . 'I'l . RI_Ri8ER,iZ7ECr I o 3I�r % V BEAD ( � 4- �� 1Z,r`l9'TR 7 I',' � I I .1 ... 111�,�l�l,::�l�;�,,�.�.!:�:,!�� ,''I, N P i'-" D F, C1 I N C 0 A A E IF Is //I ..... iV-.3FI]-1IkA1,J T'A HESPVE ADHESIVE � I, 1, ��rTFzR��,.)R�S�IEATI,-��t,�,'�'� , ,�, / ___" 11111�11111111111 P�_, I ,,I 1 � I �� I-1, - , 1�� iD �""--"""""","",'""'""-,-�,��. ' � --------.-.--L .. .... Il� ,,'. �, . 1,1 I 'I"t'P�rc'."�',�,"�H�'�,'�;F-LF'-,x\�'H�-'P�EC' � � �, ,,;; �, AlA-li-SPIVE Tf � � "", f IAQ�4I�,'('� I:1.1"M19 '"I I II, Ii, I, 11 R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied TS' C E MENT �Al I "', i HRF�L I ) B E A � "I A L I L' 1], I), t,� � A� r,,� � I -1 11 1 / , " i �, ,::, , �i FUPV!,��IHITI,i(.', - , � � 7 -9 ""' " 1� HOIL D Oi D ( -� � �)R AT,I1 I R, f- F 1, I � Z INI 11 I ��, , I � ,___,��H!N�71 _�� -----SELF-ADHER9_:D F'�ASHIFI " ��,. ', 11- ,;� I/I I I PLAISTE'r-,i, -) � �, ' I I I IF I shingle -fashion or in accordance with the mall Ufactu rer's instructions, Metal flashing shall be corrosion resistant F�uid-applied membranes ': ,11 I I I I:: I, , ,,t,1113 E� GII 0"r,i[N� � I - - `� a 134: I IQU -41D , ", I 1,1, - ", '� , """, -�` "I ,,,� I i '1/ I U P � IA, i,A 8 6", US 10 A A � I� - 8, R,4% ', / I � � 11 �vK N��t,�,, - III _ , , - %, - �, JI I / i I 1) 01 VIAP1011!i II � ", I If 1 4' ', I L, " " L -'QU-A,L��Vf�--Al:��::IQP��t)(L',��'�'�',�",I � " � ,,,;� ,,, I " , � I:�, � E � I 1A r '',, ,,, i , SO MR , � - -�,�� ., II `�� . 'I _____ used as flashing shall be applied in accordance with the manufacturer"I's instructions, All flashing shall be applied In a manner to prevent the , C�410 - I'I Y IS ISIC K �,,,, ,� ��,,, � � ,., , "Ill"" r , o � L I �',L'L Qj K I �_ , _�SZ� - ��', I CS 1i 3 I ,r - I ' , I - : UCAL ___� - 4"'_,��_-�H �&-"!��l ,��, %,�I�� , " ,� �. // 1 'L " , � 1;r."",",� r --- -_ ._�, _..___1_r._ riiu:E�I:�'ro 7ECHIN 1�1� �7�, `� t I -, I I &`*1RED -10 entry of water into *the wall cavity or penetration of water to the building structural framing components, F , IREME I �! � ___ - 1�,II I -HE , . � - - ��, � " - ,_r it - I , I _��,�,�� -;A LEJ"ISRONK, ,MECAL $� ��I�A��,,_ -1 . I YVSIi[JiI(")Ih' 41 1� � � I ", �, �� -- 1 � -- RELEASE PAPER : _11-,"-�- _'�LL, III ,," I !I ,_ . 41 �, r K, 1-_�' , � I I _ Self -adhered membranes used as flashing shall comply with AANIA 711 � All exterior fenestration products shall be sealed at the Juncture with , - - - I � �4 1i I (.'Q:MPA!iI31LIT'Y I . �1_ �-,� � , ,� ��7:,"�,�, -,,�, , % I _�_ �� I, I I _� �'Ia4 - 44S '"'.. rlR-Q��i�� . ,,, _j I ,w , ,,,, - , '% i . 0% PIN-- � ,,, �, '. vi� - L = � II, / I'll"," �,, �,w� �Nv �:,%,�t", 1, ,, I RAISTENEF-I '10 �`14, " I , I , '111I,� � ,1 I ' SELF-AII FLASHING / , �,el_ _`\ , %,,�, 1- 7� �. � IL I , ,,�� - - ��', �� iF,LEFORE �OLDNG SGDRE A 800 or ASTM C920 Class 25 Grade 14S or greater for proper joint expansion and �_ I � - r i _ . ........ . � � '' '��'�'. ,�� I) SEAI ,I-i `vk' ., 11 I I I LFAI'*[� - f I! ['I';: �1� � 1 �'qj! � r � the bu Iding wail with a sealant complying with AAM � v - "��',', "I'll E �!'EI,i,[) 4, &IIIr"i1i'll, IrA h" � I - I I �� I" � �IL� -ANT, i �4L " _ �L` X L'. ��5�I��2i��,� ��,,.'�� i -!�!�ILSEPA�N' RTC� EXF<�SIE 4� SEALAN I JOINT % ;I "� - �, t. ZA "'�A L L � - -, >� �Lj � I I . .. � - ,� 1 WINDOINEILICK-10 : �, V �,� �, - 1 _401A 4 \ I AD"ESIFIVE AS W� GAIN, contraction, ASTMC 1 28 1, AAMA 8 1 2, or other approv ed standard as a p propriate for the type of se a�l an It, Fluid -a polled mem branes used as ` v, : I, , I,-_ -� � �� - �,.- "' \\\ IN �r'S�,�J � %1'EF'ffI1r_�4,_L P� �: � � - _vncv� L��L � LL� L . I � , � L�', r"L, I - I �� ' � I I , r, r, � r, _ � OUTSIDE LoGE CIF i � -, . -ONRY 11 �, 4'.�� ,,', ,u � I N - - * -- � � �, / IVAS -A � �� .�,�,,, _� I, 14:z�, , \ \ , - k �', I - -� , " , - ,� Il 'i, �, - � WANDOV'4 BUCK _,11,-,,� "I �,� r�_ ! bi,) � ill")IIA OF � flashing in exterior walls shall comply with AAIMA 714, The flash ng shall extend to the surface of the exterior wall finish. Approved flashings \ t i � :,; � % ` 4!1�14' __ �k� .,I"' I',, "" � ,,� I - � .` I I '11, _`� ,,e � - . � N I I � _ ,, I I - �,� ';i��,,, '--- , � F, - IL" � I -, . -,, � )l ", ,I , � � _'II,-,,!��: � ,_111&9� ... �� ,��t 1'� ,,, 'N' - II�F",,E!3H, \ , . 2) S E T ,%,", 'N' � ,� " "I 1 ,� , �� / �. -ALAtIP JOINT i L. ��,:N_ � '. `7, -, "" " I ons� , � ... 'm� -, , !�-%, "", 1� I " ,,�� '. � ,!!:, , `�, '\� 11 5) SEALANT FIRGIA I , , ,� � " �I� , � - 15 _1e___11N&T , �'_ ��_,� -<� I \ - ,� . ..... � " N � I " - ,,I'l / INSH)[: EDQE OF -1-11, 2 �I�4��:�_`A ''L, -, ,L" I ,�,�", , I l shall be installed at the following ocatli , - � - � o.,M_ 1 11 ��_ �" 1- 11\ � � ",,, I ,III , 1 " , _.,� I �' � .I,��N,-,,,%= __'<�,_ "I. 11�, � K _� � �,-�, _)C14V BUCK . , -.-- s, AIND01 , F \ , , I A� , V A/ FRA10 .." ' L� � -�; . t � I. , / W11% V I _ I 11� E � �,,_ " . � , �, ii, C,ECTit04-A (Sr- Di, r,,VL WR 2- _�, I _,", � ,� � , _ : �: "I, n �'-4-_�' IL �Z ` ��,_ , 'lli 1. � �, I :��L.",,, " > ,,�� ' I i , 1. 1LExterior window and door openings, Flashing atexterlor window and door openings shall extend to thesurface of the exterior wall ACRO,1`UiI;W1ND('41J 8TJ$CK I L .. ----- Iir I ,'I, , , 5, ,-L -�� 11'r.'el-I � � i �I .'.11 I "" 1-f I ",", AND � � k _�� 1� . L", , " � � \ I I lv� I EXTEND TO , \ \ / 11 / "�",11 WINDOW FRAME ` , 7" - �,�,�,� 1, -1 � ,,,, T", -'� r , -, ", ", ,,f I I, �1 _ 'D k�_,,,, - `�11 � I A P 0 N 101, Y - � ATTAC - .11, � 11), I I .. . ... . N .,,rP1--,,, IN , 'IL finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings, II - - `1�4, ", _�z_ 1. ," 1, _�I, � 1 I� � "" 11 � "', `1,1,�, "' li I ,111 � � ""' ---- oor openings PER CODE , '11, III I , . ! I" " I ....... - \�,,� " ' ' ITS �� '. I �,� I 1 1 ) '1� �_ ""' � �, ""L . I shall comply with AAWIA 712, Flashing at exterior window and d shall be installed in accordance with one or more of the __U / I-Als ��':'� -A, --,fJ "' " , '? - 11 oe -1 , �, (' , HE M � L - 31EI.r: : -D r�LA3111141(!� ) I',' - �, �111,�11'_.,"'�11 , � 4I)IIIEP11 - _" ___ 01,11, 6) � � nSLE IS SEt I AN7 EQUiREP.JIEN 11'r I I -v ,_11f � - j, _. 2) ,., . � �0 -1 ,, � " 1- ,., ,., ,., READ BRID(MG ��,., L"� ,,,,��""", ' :� I _ � ", L' - ,,,,- following: 1.1_ I- _ _ _ _ CUNPOING AND WIr0Ci1AP,,,,, ", ____ A,,� � 2 Ir _,�11 `� r � � I "," � � - _' A .�, ' - - I �U 5 - " ""I", , 11 " �, ItIr 5 11 1,1 The fenestration manufacturer's installation and flashing instructions, or for, ,applications not addressed in the fenestration � " , I , �'. ", � " �' I ILL� "'��"", ,� , FRAME � I�Ili _ �;� SELF -ADHERED R)% - 11 --,, � ��,, " I � __._5___.',� SH I ING --- , , I � ...... .. - � -v - - A,%��:; X` , , _ ", � I-- 3) SEALANT WINDI FRAME i �� , - " ,�",� .... . . ... �� . 1 � _�_ '4- "", 1,,�,� """ 1_�, /' �_Z 0 ", 1 <,", "' manufacturees instructions � , I-Nia vAUNG FLAIP46E: ,�� 1:U6; - WINDOW BUCK ALL THE WAY / � t, 240I: ("'i", ') ".� I I 1,711 r'. - " If 4 � I , in accordance w4th the flashing manufacturer's instructions, Where flashing instructions or details are "' I I '>. - . , , � . �, ) " AROUND, 1114CLUDWS1 2-ILL / 1-1, - , I IT5p A � �", C,�r,I1,),<_TS _____,III' ? "'"I . .. . ... ,I '1111"', ", , ", "I I _', (,\ not provided, pan flashingshall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or I'll, P�, ` 2 ) I`F S � I , 1- 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 �"'111` k 11 S Idki- TOPS L� 1 "". ,6) 00 NOT FLA HOVER � �__�, : I'- _11:, `, , �� ....... __`� I I I 1.1,,NDER DCCK,rJ,CL3 , 11 "'r ,_ "I'll" > , ROTTE,'.Ial NIA! ING / ( � ! 1-11"� �.� drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLAiq, I 1'L 8 " � S i �'� i E D, Pr 1 L VV � -, 0 �rj �, 4 (7) ZE ____'.___._r_.� 111/ �l, _ �� "' �"._,r 1�_' 1.2 1-2. In accordance with the flashing design or method of a registered design professional, ________ , - _1._______ 11-1 1� 1.1.1 .__1___1_____. ... �--....-""�L'�--�---�""�'""� '�.I..,.��..��--.�-.-----�-..�------ SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF-ADHFRED FLASHING r-IIii SELF -ADHERED FLASHING 1�3 1 w3. In accordance with other approved methods. - - I JI E a 1-4 Ili accordance,with FMAYAAMA 1 00, FIVIAI AAJAA 200, FN4A/VVDMA 250, FMA/AAMA/ WDMA 300 or FMAIAAMAJWDMA 400, I FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW WP04 EXTERIOR DOOR iI DECK WF_ %J �NSIDE ICIORNER WPO6, � I - .- ft ---- _ . - ____ 2� 2-At the intersection of chi mneys orother masonry construction with frame or stucco walls, with projecting lips on both sides under I I Stucco copings. I _*�C"4I0LJrrd * 3.3.11-Inder and at the ends of masonry, wood or, nietall �copings arid sills. : _'." �, "I � 4. 4.Contrnuously above all projecting wood trim, : , .. . .. .... � ,�L � ` 7- 1 I ,- SHEATHING � __`_11 I �,__ 5,5--Where exterior porches. decks or stairs attach to a wall or floor assembly of wood -frame, co nstructi on � :� __ _'__,, -- - Z7- __Z:7721===Z� I =�Z:=,Nz ,, " "' - _ "I I 1� - � `�,;:;-_!]�- __::_ - , __1___' _=.-.z�'_� � 1 _,.� � , __,11 1�� ____ � 1--_ _,� _1 I" �,4� __ � ___,.� .... =.... - .__ : - 1_L_ . _ - ��Z= - �� _ - --"- -1 �) . . .... ___ .... . ____._._____ .... _____ .... _ ,� > � 6�6 roof intersoct' - - - ___ ___ _ _,� I � 1� � - "', : I : ,At wall and ions. - 1.111.____ -_ _ - � --- I __...-,1 ......... ,-I--- =1�1.r "., _Z:ZZ:�_Z. - �:-�� ., I F � - ��!!!��!!:�!!�= .... I" __ ��=��71_ .' � � - . , _ � ._ �;__ .__________ _=_"��.��7 �Z!:" - i 1-1, � - ,� � 1, I ". _-, , ��'E`l ��!!, 11 i i � _ "_t. I . - -..--. ---_Z=. iii III - � - - - � __ '_-I :-_=__�Z . "'' "' I _ �`,', I �4�, 4 I _11____ Wa*ter Resistant Barrk-)f __1 ,EF!E�Emr ... .... � " "" _ :1, . - i , - , , " 11-1, ii ", I - _ _:::::��` - , �P I �', , ,, !I"" ""I , ;l I � - � ___ �� I......- 11 - I , : I � 7,At built-in gutters- "', ... A"--.." .I�=IzW_-_-===!�Z,, ...; i � � _� "' - I i � _'t I ,I - - __ /L _�_ =/ ,_ � 1. �: ,�, ... I r I I ,,,r r "I " � -1 ...... I -4--- Lath JAI-Jil �1, AND HI Cii 5MIL , ,/ ,,, /11 "', ", / "' "" I " - i� � � L "4 if", Al"Hirv,]� ___ / L" / , "", I -D FLASHlir,i�" � ,r�"'� ", I � : II!, APPRII S '._ 11 """, ,,, � � � I 53 EL F -A DH F R E _i ..�� _, , ",_ =-A.- -heatir, - ______ , � P,I � , ", - 1, A� ,`,� �, �ng APPROVED I_V_Jt_IseIvVRAF' -_ ___ .;. :11111 I I "Ir _.-��,, �, " I/ / I -.��- , I i CH � -I' I �, - ,_ J. i THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL __ . ..... - . ,�",-"/,�11 '11* U STRUC"I 41ILIA, TI I'I TAIIIN rrlutk(,�,��,.,` 5, " � III St, Coo � _,_ _A_�,,�-_,��'_ .--- - \\ I I L1_,.�_._____._____ ...... ...1114.17 _:��I � __ _� - -_ �., '1�1 / , " ,1 '" I IN FLASHING AND WATERPROOFING METHODS TO BE USED. MAR C 4 2023 - 1� I -- I ___ _ ,r-- "' �\ , I/ I r L.v . 11 :� '� v4" I'EMENT Pi.AS (it, A __ �� 1� _> W . �,,., �� " 4 ,� ,,, I I 111:��i - __.,_� I I" �� 11:..____ , \ \ �, / \ � N �, \ ( I /" I , 11 A � 6 1, :I I ` - K EXTREN11i -- I __ -17", 1 , 12PI (Irin) CIR110 __ - . . - __ � I , � � III\ "/, L 11 - , I IL ��, "Ip i - - _'_� � � � r'"', 1-1 � ,,6, il " - I APPROVED I` LASHINU TAPE � -__� ___�_______ - `1 � � I I . 'i� e� 11 � // / � , - I � �� , I il� ,...�,�: A .111 ,$ 11", ... .. . T -, '' / I .. � . - � / 1�1 � f 1 �"11 DOU16LE I 1�` " i( 11� 0 ,�� - - . T I I r ,, . I � �� ...... IV`� SiEALANT,13110CKET WITH r7 X . - � I( I(XIED APfIR(SAT) SEALAN T I "I ........ �� , / ,� " I .7_17__,, - 7/8"Cernent Plaster I � . �i� $ ""' -/-- SINGLE I, I! � � �,I�i / , Jols L 11 I � ,x I : �, ___ � . �_ I I . __:�__�,,� �,_�� I ; - - 11 III /z I ti �j WOOD BEAr-A I - 1� "I, in accordance with 7/8" Cement Plaster I . ,� 1, 1� /I B -ADHERED FLA!'-v III I'4C I � _� -1 ASTMC926 - - 1 - JOIST I , , , � k , �I,,:SFLF FoIxdafiun'VIVafl , e, � ", � , I \! I � - , I I ELOW . � if �1_ � � - -1 - - 1� rdance with � � I � . I � f , ' I - � .. x � "I - in acco: I I ff ' - I �i " 11 - - - A2 � . - - - V_ � 't /","', "�, �, \ 1 t - . KELF-ADHiERED I - I ,II __. I I I - . � 1�1__ _1 __ - - /_ " �r " . FLA HING `v , 1 "! - __ 1� 1"`�" ,�'Ir,,�,�\ Z - - ,11 A ,� I /,�..1'111 11-1 I � . -1 , ASTMC926 Virtual Review Assist rIc I, � � 4dor ,,, "', / I �� , 0 A�1.11, �, __ 1'� 'I � 1___' � , >,"', andapprovIed ,/ _ /I ��,�, �, ... � - -- - A I" , I _L, " /I Ar - K", ," ,,, , A, , . I , r , - i4L_ _ I I ,I, I 111, 13 , _ - , �, -- Felt backed metal ,,,��' " � ,�' , I 1�,--,,��," I I :�I I - I / \ � � �La-1,:" - �, \1 � � � _� r ,,�� I" I - Pt ns Review complete'li - ', � _,:, � \\ �- lathe in accordance _1� ,-',',�` -K i smaw I � �,: ,V I � r I __ I . � �_ � Felt badi ed ni the 2020 1:6C 7th Edit'" 1 3" MIN- � 1 e k. " -%�'" � 1"7 ��,,, - - --- R __,�, " -_ �'� ->,I ,f r C pliance With i I I I � I 1..�,'.11111� � �7 � - �� - - . "I I --- - -&If r C / \' "� �:�� . .:, ." , ,; X L -_ �, - � ,'',-� " lathe in accorda I 1-- SELF-ADHIERED 1- SELF -ADHERED il, 4 ""! - with ASTNIC 1063 - ancefor c 02300 , � ; - I ! .- �!, . , � � , I ,_, L " , '� I I - le . ��___, \- FLASHING FLASHil,113 ��:; ` � , " � - \ - � � by Debra Anne Mahr : I I- .111<� / �� -L'L - with ASTMC1063 N .1 I ""I h 'L . � - . � �Z� -A� - ", / I 1 / I . � - 1(2 I � t i .: -:: . ,, - -- Build Fig Paper I .� - 1, 3,LJ .1 I . � _. //,/ __/ _]r- I, 1. . _.. I I - "I.-,,,,, ,�7�/ ,L � I - ,� � ? ing Paper - Z - . ; � - � - - .;;� - I- - � �� -,-- � Build - � v1_ ___ __�_� - ___ _-A I? V Z " , � � - _ _- . � � . i . ,::]�:_�z:c:_:::_�_,_-__ �, �_ - , \ I __ --7/16'O.S.B. "I - ,-� ._....___._ . . I _ ----.. ,___,_._ ". __ � � - .. - __ - . '. __ ___._____ � . __ � � .---- - .. . . ..... . - ... --- .. - . . . .. . ..... . . . . . . I— ___ - ..__ . �, - - .. , , . , - _. - - , . � _.. - __________ - - I L .- � � . � . , � - , L � _ - -___ ____ I . � �� - - � E . � - �__�_ 1 7/16" O.S.B. - - �.� __1: ""N N I -�:*,* " / _,_�� I , , I I - - W I �. � I )�, ,�'Z� / , ,_;1 I I _'_ � i V � L � --x� \--- a, sheaffiwing I , � :I a �� - <SC ,S 0602 W: NDOW FIN INTERFACE WITH SELF -ADHERED FLASHING I 11 SELF -ADHERED FLASHING 1 -��=_ .... �. �) \ 4 __ � I I L., . I . 11 I I sheathin I I FOUNDATION WEEP SCREED . .,��:L�" \ I , , , , , I 9 . \ %-.- _ ,_ - , I L -1--- rVIetal 1 ,,:,-g,;5'1, DECK JOST OUTSIDE CORNIEP I I I _. - ., I I � . � 0 v ----- - - � � - I � - _�_:`I _o�' - EXTRUDED SHOULDER I W PO" 7 __ WPO8 WPO9 "', ": ��,-%' V � " , / Flashing __1 11 I " I - � - if I V - -, . - \ __ , - � � ) . I I I � - - I 11 k � - �%� �, \ .. � 1 I . - - - �� 1_ � �, _� - - - � "I - i I � - . I ---, -, �=� �,:: �-- ..- , ___ Weep $creed - � . - . 1� I � . \ \ & � - . � -1-11 I - " -11 / � � I -1 _ � - __ - �� 2 _� -_ __ --..--,- _'.." \ - ir - \ - J) I A �_ r, �', I I . . _11_1 \ / Installed As Per %. , . H 11 / i E I 1�, vL-- ---- ---- \ � L - \ "I �_ ! � . ,I : , ---- - - \ 'L ' . N� -,�, �- 2x FRAMEWALL�_....'. f � - I 11 ..___.__._. V:",� _,_.,_-_1 - %, N \ I Manufact. Specs, . � I 1 7 _ I . "_ :�< I'll i � � _�;� �', , - __1 " � __ N ___ . ( -1 --I-- 1 I I - ", S`E L F - A ru"' ' ` "HE N' %'E D F L - I A S H I IN" I G' _,_______ I / , \L��__�.___ L \ . \,.r,1.,:,,,,,,,,:,,11, , /I , .E ", I \ _ \',�� . - _.-.1 �, r. 1, _�' -II I I � .� I- _ � _ r-46 r%, jo-% VI _____! %1," - SIN"HP O'F S'AF - _ __-- Maintain I\ r,-- ' ' _' '� � , �_ -1 ,'f:y-- ____ --I r I I ___,________ __ ", .-I LEGEND I I", I - I _., Stampede or simiI a) a) I,% -_ _ 1 - I ", 1,/ / li� .... . . � -- E � < PIEV'11 F11 ASHII�JG ISIII!F�i ____ __4�--,I I 151 , - I 1"i K U U L; tA-% 1 L IS TILE FINISH -----....-,,,,, i , I .,��r�;�,:' SI Ji ADI " - - � - I '___1 Botto,n of N11, -, 1�1 , � Y __. cauk bottorn U"'ITS DET I..... . 11- ... "', I "''' I ��:, ,",,,,,,, r " � � r:: �il�:"i�,11,�i,i�i�,�l,(A��.��2� r1l I'ANE E��-';II:rfl_i� Fl�.ELSISTI,NNT - - - - I --__ I __�� - I - � � '__�__ I ". Z - joint only I " - , I !--- � Nl_� - , .C.- _ ___ `1-1`1��_ __;� l- I \ 1, , , I I 11 11::L111ANI I�,i.,I:1,1 iii� if��Rfl I I [Wil Ail I_ � _� Q> .. .... -.1.'.) � I L<5 I 11 "III / I iv%RirI11"F� VVIRII�I Weep Screed I - -.111 ,�,� . , - i " / I, �-, 11, -� '�",�,��F,�'k'[��r�FRIRE:�F��l��!��,�O , ZRI E R 1 112" to 2" __ I '111 1�1 X, 00 % , � ,� ��L I,A'I�,J [ , ,�,j, � 4 NN r SAH . - - _ l - ; 0 Aft , I I -, "I'l � I " 3 I )ND BREAK 11H'Vi�ili:3 ;E ; 11 E - "��-- Weep $creed WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO ", / �'_ SEI_�'RR, � X4 � - .. VJ , � --- � \ - . ivrr�� ISF)��v,f�i --L---L-"--- ^,�"_\Z_\ . - __ 112" DUROCK _ > �_ " I �,_ _,". Above Roof _____ I.. 0113 % ", . _', 1 < ,, - I 111� Installed As Per PER THE FBC RESIDENTIAL 7TH EDITIION (2020) '. � I I !,�� I �',!i p I ILAISIER Ad_�C,�� ,�,,':� R'f ____ I Sheathing . r ,____ � < . \ // 2 . � I i �, - L 3 --- C7�� 1 - __ i . I I L ' � IAW -,.',B', PL)TY00i), DENRGLAS-1 , __�-__ Manufact. Specs, I I . I �I 1 ,,,,I _ ,L;, , . � f q_ ;, T1 rN(��,'(,1 S � - � ', i Z I Y / 7 , � � . - (10 ! i . 9 I � 4 _r - 1'4' PER PLAN I - i �� / " y �!, _; �.,��--��"-.-----,--�.---...,-�,.�,.�''..--.,.----..-�-�.�j . "�L, It / !� i� 'L .I--"'-- I '___ Str-LiCticirI5 01- __ ",,.-,--,- e � :2 I I Y I "', I 11, L - > Detail In , ;01i ! -io � J I �l, .--,I�ill,i��,.:''�l",T)T�)1-1,1,iljF�L:''Cll�,l�-C'I '_� X I - 1, , � ""Ill .,�� I �i � I-, - 11, -- __\ 1'4' PER PLAN ,. � 'IT / �,I� 1 , I ,L I J__,IfeLj",, I � � -5, __, 112" Certlentitious " - -1 , I � - - . F I, I I Ir ( i - :: IIII ___ __ .... __ ._J1_. ; I / ,,, - - __ ,/ Refer to the number marked as 1, , 1i that corresponds to the 14 ot Ir I' ", " I � I ,I F :: Cement Plaster ", '1111II, I I i \1I � ltk�:�' I __\ i � I I; �110 '140 i E 1[ i R" AIrr.'r: 1 (�!, I 11��)I!�Il I,')IF I Decoraflve Finish 1_�_,_` in each deta __ ..... ___� , i � I I - , , ,$! \ i -_ - 1 = * I I I - - __ - / 0- . �F - I � E . I � / � '�� 4, 'r k� � " ,� I4,� A lin accordance \ � - I numbered items in the list of instructions trelow: I , ____� I r i 'II,''I i , I � 11, I . \ 4 ,� . / I < � �� I�i�R I E-L i � 1 4 a ammoom I 1 5 /- �1� i I � / II, * _,", Ali inside and Q_ I %E - I,� I . I I I 11-1-1-- . v � ' � � F It over wo I , .1.___--- ':��T` ide carrier, will SLOPE , , 1 . with ASTMC926 ;I I ,11 � . < .ILI I � � L ,� ! � % 11 1111111111 i 1K__,__._7__.__ . -_ 9 ,�,,� / 9, outs 11 I - � _�_ � K ,,, � - I -_ �� , �" -,. � I 1. Install self -adhered flashing in order assfrowriby numbers __- L_ = _-.----.. � "" � \ \ _� "' - �, - � , 1: - - - - � I - I � � ` iviCH I I Arr'L k: floor I -1'r,_,1,11;K L - - - _.I all CMU � ... - - - - - ____1 ___ � � i � L � Ad 2nd III 1, � , , , , - �> � I -1 -_ / � need to be Irniter r I \ �, L_ " 9 � � �_�� I `��A_11 , __ /I I ,,, __ , . . .. __'s i � , � <k , _ - r � I - ;:�� I I ,�,. � I llt='.� __ - - - L_ __ �� ,� V � � �_ - v�L , I ,I laps 41' 01381" CMU .1 lgi�% ",` i i I �� - N� cut and caulked all _11 I _.1 i ,�� . �, �, � r� 11-1 I'alliI I I I � - __. - I: - - IIj ", � 11 -- I I C , - - - I �, , 11 "I, I >-_ ,; 3. Self -adhered flashing can be substituted fop, building paper (PER SEAT DEPTH) - I : - - 1. I I I - ""\\,��,/"\",-\,,,,--�,Z--,,,,, \/,N�/,, - I I �I I I I I t . ," , butt oints Need to 0 � 1. .�., �_,f - �� - . I", , -, , - _�, \� I ( , It � - TPIICTURALFAAAYNG ,,,11, 11, -;�-� %V_1 � 2. Install flashing and weather resis6vp barrier to form water slitedding ,'Ili , '. ____ - ...... � ... 1 .. . ..... � %* _,� " \ " , � - � ,__ ", , � '4,1�� .... 3 f_�_._ - ` a , ___ C) ____ Z �` J " Z Z I I " _ -- 5,�;,, I 1- I - 'Zvy _ - - - �_F_ 1. - I , . I" ", � - I LL, �i - -- =3 =-J- __ �, . . 11, - �I __41 L_ 0 �. I . .... ... ___ 4 < . - . __ __ ___ - - i � - _ � - � � � _� I I i A, becaulked Using 4. Split the reliease paper rising the ripcord (Spl�i:t release on dernand, � i - :� - I I � �: � ��, - - � , � I , �,- " ; - ; FILL WITH GROUT --ts�___ ....L.1 I I ... � .... . I ...... _ � " K - :q CL 0- ��7, -, . � -_ I If t- � _ - - 8_11 6 k � N � LAII'L SH[.,"� Vr UNG -, ,� �� "I --w '"' / Stampede oi- sim, -a l j- ,� - I F �` , _ -1, 11 _�, I::,��!!::�� ) ,,, - &IIIIIIIIIIIIIIIIIIIIIIIIIIIII. � __ I I ;. , ��". 4 - I ,, �� ,,(."r, �: I' � r5 ("Sli".1 1"", /11, pj:�:, IULI 01� I 4 1 1 caulk for all embedded in the adhesive layer) - for ease of installation and to ... 1�1,__ - -_ L I ___1 i ) � I -, � I , \ �,� �',��','4�i \ 114v �',`;,,,-,,�� , ':�_-,__ i: - - I A sr-1 X - 1 '! ', !L � : 0 \1, - r ._�:� I 1� &� � uJ LU ?!,,ASr�'-PAT0P--- � ... I I A k \ N I 1, �A ... .. � � 'A F',VN1h,rIk � " i L_� .�, L . k, P E _�S TRiP OF SAF �, � I , � � r � j, :, - - . ., � ,� V 1,I minimize scaring cuts "�\ ,_- - I�T o- EL \ *,�,"11 , A, ITUPAL!,, �E . _5 � � i \ i I -:: 11, -=_- r I 1, I i� I \ I , ;07 - __ t, � I I A ,,, - f � - � N I ,-,,� � .... __', ___ - __ _-, I DID "a- S-All ,,, � ', , �, �, pv, �, N7 " IL," I L"� ...... _ r- V) -?` .-I I � _ _.L_L _-_ i .1 1�:�,, _�- : i I ,�_ \ 1 5� Remove all release paper per, standard installation instructions and ) �, �_ � I .1, � � : ,,, 0- _,"', � . . x As CONFiNUOUSBACKER - , E ',�� --M'611NA(3E PLANE I � ,�, --,-- : L__ � �:�� `v� " I ,,, _L - - �. �.,014 4 , I E .1 r - � , I � , � .. � i \ "I, I " i 1:, - I . ` I . - I" I � 9 _�; I I I L - - I n) W � , __ �,,�,,--, '11` - - - ' adhere to substrate using: a square piece of flashing material (6, x 6" �-�: �-, 11 ��I! . . . . . . ..... 11 ... I I R0 D & SEA L �44T I � I I � ""� 11 I � �___ - I ... 11 -, __;� - \ �� ,,,� t --__-8OrA) I I,vrTt� ,,I , "v-, ,,, __ � � ,� = � � .1 Z� �_, T . I 0 "' , "!A" I - - ... -I�II 11 , I I W - I , � E " , - '11� , I" � A % " , �. . . 0 � I ) � !!� I I�, SC,! �,�L-Fb P1, ,I� 5-1,C l i r� - \ 21i I L LJ �tFEaSOK�� \ I,', E Ji N, " ,�, a) I ��JL" �", I � - - ) SLOPED MUD BED� , . -��-,�,,-,., .� � 1, � , � "', ", �,�, I WNR)Unt' �j - = , 4 - ,�` � � ,�� U) =_j __ - i III'; ' I, - - I I' i L. �� ", , � I 1� - � -, 1.,�� 11 �� " "", , � I " , --- S�'r � 2 , i �, ...... ,, W r - " - L 4 11 cc - __ - - - ' "I- � - ---'- - -i ), � ,4 ",t_ � J f �"t_,' � 1�� I "" I- .. - - � , I - ;�L E L -, i - - - - - . , , , " , "" "I ru LU � - - - 1� , - I - � , " , " II� i i " ., i 11 " .� ____ . __ � , � ____ 11 '_____-, , , , , __ ��.. �� ...... .... _.- "�� , ��", I 6. Fold as shown by arrows I, .. ". _ _ � I ��, ,,,,, , \ ___ I , I .. < I i ___ _111 -- 4 - / I < Y 1, I = � I . � � ,v� T� Angle of comer may vary, adjust folding of line flastring accordingly to � � 011 3: 1 '__� i . . ,,,,� 'I a - , - % E � ��__ _f"', '. ,I � ", ,1 " " - I - I :: I ,! _� - ,1 , ,,, - ' ____ .. . I I 9 I 1- - - ,: / , �� I 1, ,�, , " A _I , L , _,j __ 0 'L, I,� ,:I , __ q�,- , = \1 /--% I - 1111 � � J________ ., . .1 �. 11 '111 1p�_ 1, � � I , -� , � ,----- _-L, "Ill, le 14- --- I � , 0 - A "I I T - - _-:::::��3-_��,��;,- I M i fit tight to corner VINYL SHOVIVER PAN L. � � '111 II -1-1- __ , _ ! , � U) I �_ _1 _11- ' I \ - I I.., I Note� I L/I . . . . . . . . . . . . . . _ I I 11 - -1 I 11- 8. Mechanically fasten as necessary � 1_7 -_,7T=,-_-!I 16.--� --_..._ _ - � \ - - - ..---- r'o. - ""��,i !: __ __ X . - - 1_4�', " , I'�� , � 15 . - ___ - " "" '74 �_, .. .... , I ,�� 1, The bu�ilding paper and metal lath must - , --I - L�, � , . - I ,I, . � SIL01 F_'__' i Z7,�71L I �� ,� � I ".� ... -lowaftim- DF __ " - � - _--i'; - -NII -- E __ Z7- 94 �,, I - b`e 6I lJJ . E F j I'll I -__ _�,�� - = --- I 1 - . I - I I I 2 . I -, I ,_::::� 4� � .H __ . - 1, __ ) Cement installed over the top of the weep screed. ____ - - --- � __ N, \'--- -- � � --- I � - " - � -------., I ., . , v , " � T - __ �, " - - I - �s � - ,� - - - - �n_-� . L --� � I -4� �,- I \1 '-PLASTER STOP 1, Plaster � - . I ____ �'� � , � .7 I_ � 1� � , -- �� < .- � - L__ __ -i - �, . _ _ � __ _______._:::;::::±Z_.J 1 40 " � - �� I �, .�, - � I I Z - I . * \, ver - __ 1Z < --.-- 'I \- f, A, " - - - - � . - I— ------ - � " _ � I'll block " - 1 :5 Z ,� ,.t __!1-L__-_ CONTINUOUS BACKER POD ", Q - -1 I I � "'", 11 ", . < �, � . . � I � I �, I& SEALA11411 1 st floor ", - __ 1, - � ,�If " - 1 __ 1 1 1 Z I I q�7 I I . 1 4 � ,.,A ,,,,,,, , . - I \ I - "", �, �� - I J I � I .- I , I . <1 I I/ I �1 ____ , `-� -1 (".'EMENTITIOUS FINISH, � -J--t " - � _1 J < I I I . .. .......... _.. � _.- / I! - 1� ,,Fl� � - _� ,��,I k ,,, �1, 1"', t�- _J �A�� , � I� (" - �,�,: I�� ;1% 4� I- :� '. I "" I V�i i� � . i � 1� I , JL- T, Al f ` , _ I 1111111111 1111111 = I I I I __ � I � � 4�_55L=l I I I I I I r_____-1'1`1 - ___ ��/111111! - I==A�_ __ � ,_� �,__� a_ ,� h-1A, . J_-- �_,_ - - 'I - � 1� �1_1 1__,'� . 1-1, � � __ __-. .- "I I I I -.-, -.1-1--l.- � I . . . � I . .. _. .. , � -1 - ... I . . . . . ' 1-11-1 I'L. . � I - I-- -.1. 11 4. 11 I - . ...- I � _� -, � ....... _... _., ,� ,. lf__�,_ __�' - SHEET NO. . I-l'",_ " L�11,,, 1/_",� a 11 SHOWER SEAT _N�� WEEP SCREED DETAIL a A WP1 1 1 Sc')FF��TICANTILEVER WP10 ___ ___ _,__�' � ............ . . . ... ........ ................. __ _____ -,- ___ __ -.- _`�,__I,�_ ��,'I; - / SCALE: NOI-TO SCALE W or"Ok 1 a 0 1 I-L .