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HomeMy WebLinkAbout6363 Back Forty LpABBREVIATIONS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING 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 - PUShi BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING IRS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF -VERIFY IN FIELD VTR - VENT THROUGH ROOF V - VOLT WC - WATER CLOSET WFI - 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 C = 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 70977 STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 < ELEV NUMBER 4 A)5F2-SHEET NUMBER - ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER A13<---SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 A11 SECTION NUMBER SHEET 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 Q 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: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L E N NARSIN LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAM PA, 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 Al A2 COVER SHEET FOUNDATION PLAN 1 STAND 2ND FLOOR PLAN 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE 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 1 ST & 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 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX S5 S6M/S ROOF FRAMING DETAILS WALL SECTION DETAILS 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT 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 WP2.0 WATERPROOFING DETAILS WP2.1 WATERPROOFING DETAILS JUN 2 7 2023 Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. M ' rg cm f # 0000 LO 00 LO a e ° Q F G �Q P z W 'mow& -�,�' O W rr 0 z Q r c4 ��I,,, W � L > 0 o u 0 cM � M m V + } 00 c� L i O �►,in rn LL. o o Q U U_ � •N *: W o c a L 0O ECO a ^ , l-L NL.L W OczesWF- W1WOz O��UOOO QcoJU)� Q Q D z��-¢ �Q 0 00000z 0 /p C)Q QFOz w�0wZoa Q LL O W Z Q ¢ O� o D oY LL ¢ O ¢ LL i O O LU z "0 O O < (!) � CL J V) (LL d a ,Mj U Q Q 00 Z F- � LU WC:) J mi d" 0 0 0 N N N CD A � 4 r 0 0 0 0 0 CD 00 0)0 cm C0 M O O O O N O N O N O N O N O N O N CV N O O O ppl O' N � A O O CD 6 6 CD0 6 6 O 0 L N � O N C) c7 0 ,4 0 Lr5 0 cD 0 r'-� 1 co Z z +� w�W> U I- O < v _ Z) �a Oa=a ZW~� ~m0z 2`n1-=z V Z J i'<W0 Z IZZZILL W oaz>w �o< U)Zz Z �; �QO ' v Z U O o_ g W � Z Z w W M O � N LAST PLOT DATE >N May. 8, 23 Z 0 COVER SHEET n 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. 00 ;T 0 0 v O 'V 0 N 0 J S6 0 O v _ LL. M _ 9 o S3 A7 1� �L3 2) a 30'-0" ' 6' X 3' ' 5'-4" I 3'-4" 3'4" 3'-2" 5'-2" A I 2 I I HB (D ❑ ❑ ❑ Q ❑ Q O 1 I F—2 I B I I ❑ ❑ B - I I o IO N N I ❑ I O 1 V-2" 1 V-7" -3° — SINK — — — I_ LAV CJ — — — — — — — — — — — — — — — — L ---� il. 71I 4 i ❑ CO � ooaoo II I Lu o v I ❑ °O 15'-3 3/8" 5 5'-3 1/2" j - --�: D I i Cn cc ❑ ` S3 D co V-8" r7 II r-1 ( N I I II 10 II /H o ❑ ELEV. z (-) 0'- 4" 11 U� I II CJ o — �� rn `� 2'- " W III ❑ CC 33 B 10'-8" 9'-10 7/8" I D � CJ t----- —--------- -- I li MU ❑ I �I I � I LL] ❑ B I1 o L v B C� I ❑ o J ❑❑ El ❑❑ S3 El HB B I C O 3 U °� o I N ❑ I] ❑ ID ❑ ❑ I ❑ A I 1'-10" 10„ 16'-0" 10" 1'-10" 3'-1" I V-0' S-6, 2" 21'-4" 8'-8" 30'-0" ELEV (-) 0'-3 1/2" A7 = ILL U 9 d o FOUNDATION PLAN - ELEVATION A 1 /4" = 1'-01 1 0 v : C7 co 1'-0" 0 0 v 0 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 ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB O = 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 4O ICE MAKER LINE 5O SINK - KITCHEN O REF O WASHER O 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. C 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. JUN 2 7 2023 Virtual Review Assist, Inc. Plans Review completed and appr `ve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 M 0 00 LO G I LO '4. ' ®' ® E. , Q 0,- 0gg Z ui 9 O w 0 z /N (D LO W L C 0� U co .0 v N M A, L M o W 0 u O o U Q t 2 }4, N V LU Q N C 0 6.of o, LU o� '�0w vW2zJ ¢ F- - 3: Ofw Z0QXW—UUV 002ZtHomqz� < cn�a�Zn LLX<0 OO (/) Q Z e0E- -1 _¢Q0LU LUZ0wUoa ¢~pw g�� 2LU ¢ LL 0W = oQZ¢ LL¢ 0 ¢� E a O O [V W II O = N a U.) C:) O `M O Q (~ M Ln U) QQ 00 Z�F— z LUUJI NJ V_ N N N O O O � O M r � r N o N O N O O O O O 00 0 m r ao r ao r O N O O NO r N O N O N 6 (=) N O CDNO N O N N N O N N � O ' r 6 r 66 00 O M N O 0 O O O O r r O O •L ' N0 U r N 0 M 0 "T 0 LO 0 CD 0 r-- 1 0- 00 vJ Z Z z O OWUH> �o>0 Lu Co O Q ~ >Q LO Z Oa=Q Z LU =co LLI O Z H Z LD z � J -. !-2ZW rC f1 Z z O LU Og�z ��Zz !Z W a Z QO ry • Z U v Oo g F-- 00 Z Z w LU It r Ce) N N > (N LAST PLOT DATE Jun. 8, 23 O Z 0 FOUNDATION PLAN A - -- —� T Jr_ -_17 -�--]i rim _F— I I I I i I -TF - F - 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 A7 30'-0" 10'-0" 14'-8" 5'-4" 30'-0" LINE OF ROOF TOP ABOVE SEE SHEET S-11,12N 873' OTE:AT 18'-0" FOR LINTEL CALLOUTS & CONC. PAD DETAILS A7 27'-1 1/4" 2'-10 3/4" O bo 3 1/2" _ DRAIN SH 25 ~ 1'-0" 1'-0" o � SHWR HD HD AT 7'-3" ¢ KI/N HD H 35 7'-4" ti HB & VALVE EGRESS 5068 SGD / R & S (4) 16" 1 — — DP SH 1 wILL r 2668 OWNER'S BATH MASTER SUITE DINING ROOM I 5'-8 7/8" 5'-4" ��rO U 14'-7" X 12'-8" to FAMILY ROOM - 8'-0" CLG N 12-0 X 9'-5" 17'-11" X 13'-3" 1 `'r 4 8'-8" CLG 8'-8" CLG 1 I FLR LINE A7 B I 5 7 5/8" '-4 3/4" V-11" T-1" 6'-9" 4„1 5'-11" 3'-8" 4'-8" 7 5/8" S6 TB io _ U) I W.I.C. g 6" PLUMBING ��" - 06 I O O 2X4 KNEE STACK WALL M TB S6 cN WALL, TOP I WATER AT 34 1/2" 1 `r� — — S & R — CLO ET v N 11 REF TILE II CARPET1 N R& S TP N iv II q N � -' -------1 N� I I = KITCHEN 1 0 �� BEDROOM #2 14'-1" X 9'-6" Dwl = 10'-11" X 10'-01, LOFT -' SINK Wt 8'-0" CLG 3 DISPOSAL 8'-8" CLG 1 14'-7" X 9'-1" a, �`�' 1 AHU 8'-0" CLG ID J 2 A7 2068 1= f _ � / A/C RETURN �p ¢ q J / UNDER DOOR = S6 1 OOD/ RANGE U 1 `\1 S6 C? U IV C9 N w PANTRY _ r, ~ - 4 16" I °' � `' m o w Nz-1 2( c0 Jac4N - - _o /�� SH N 1 0 ® 2'-10 3/8" 2'-10 1/2" 3'-4" 1" 1" �,-Z'j,4'-10" A3 T-8" 4'-11 5/8" MI.4 IN PDWR R w 4" 2668 W/S AT N 8'-8" CLG Q �6,6 1'-3 1/2" " 60" AFF A VV/H 4 INSULATED BRG WALL — — — — = — — 22' x36" D �20 MIN FIRE 1 UTILITY DN PROTECTIVEa ATTICµµ 16 BOLLARD RATED DOOR — W 2868 -- - 42" H. M 8" S3 C3 W/ WEATHER STRIP — P LINE OF WALL CCESS J 6„ L -- -14 WOW FALL RAME BATH #2 w S3 —FLOOR----13 „LO 4" INSULATED ABB/�\ Q A7 8 D ---- 42 H. BRIG WALL N / A7 \ U HANSEN 1 SLOPED 42 H. TP 2668 BOX ---- LOW ^CC 11 LOW TB 11 WALL S3-----10 SLWALDL DR NT ----10 iv R & S — — 2668 VENT TWO CAR GARAGE ----- 9 C° 3 ---- N N R& S 20'-0" X 20'-1" 8 ~ 6" HIGH A3 1 6 — — — — ---- 7 OPEN TO-)A3 n CONT. ____ BELOW 6 FOYER RAILING C° 6 36" H. N D ----- N ---- CONT S3 ----- 4 DP SH ---- RAILING CARPET LIN_EOFGARAGEIN———————— — — — — —— TILE OPEN POSTION 3 2 1 1 BEDROOM #3 3 2 1 00 00 l UP 1080' CLG 01 C° SH1/2 3q BEDROOM #4 M 7 _ A M 9'-10" X 9'-11" S6 8'-0" CLG I - ` 1 31/2' TYP, SH1/ 34 0 1 00 _ HD AT 7'-3" LO c0 8„ ao CS, M " 2'-9" 41-9" ih FRAME HB„ 16070 SOFFITABV 1-2„ o ALL ----------J SH 00 ENTRY H AT T-3\ / SH 25 4" ♦ HD AT T-3" FRAME 8'-8" X 4'-4" EGRESS EGRESS WALL 2'-8" 16'-0" 2'-8" T-8" 1 -0 5'-4 3/4" 10'4" 5'-7 1/4" 4'4" 4'4" 21'-4" 8'-8" 21'-4" 8'-8" 30'-0" 40 30'-0" bo m00 9 TIE BM 1h 9 A7 AT 8 -8 A7 56 00 m w i= Q 1 FIRST FLOOR PLAN A 2 SECOND FLOOR PLAN A 1/4 -1-0 1/41111-011 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 CONIC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) JUN 2 7 202 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editiorq by Debra Anne Klahr PX2309 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 � co N O F_FO W Ln w LID 2 ; ¢ < ROW- z w w 0 z V) N LO Z, 0 C, U o s 2 9 o' .Nt w0- Q N V nn11 00 7W L O w N V C3 rL D /C LLI Hwy ('J W °� v� w0� WHQ it2� XQ zof Z RU2� QO Q� a{�iU0��0 L.L U Q F- ?�0 ZOf ,12z22°HQ~ o�, 0Zo�oomZ= C1 O O (n L Z �OaLIJ a�zYOZzLLoa0 a ¢0Lu g M--260MU°¢ 0 11�Q 0 =5 a Z�¢ O LL �¢LL a O 0 fV O� Ln > U ` U C:) C:)C) M C:)Q M � LL Q W Cj Q Q Q 00 Z Z W zo N 0 co 0 co 0 N IN CD Co � d r� 0 o io 0 0 O ;o 00 M � �- O O N o IN O N O N O N C)N N I N 6 O '.O O 00 O N A O � O O O o G O O c- O r N O C) o N Lo ` O N ,O C10 O IT O LO O CDI­ . L I Cr M V) Z Z O W owv) LU O O 2¢ a. 0a..=Q z z�µl— =m0Z Z v / Z j J >� Q 2LU T"4 n Z Z LU I� O-j2z O 00 U�ZU) z T11 �¢o � Z g U O O W � Z z w WIN NLAST PLOT DATE May. 8, 23 1ST & 2ND FLOOR J PLAN A 3 NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. z— HEADROOM AT STAIRS TO BE 6'-8" MIN. 42" H. SLOPED LOW WALL STRUCTURAL LIVE LOAD @STAIRS � =40PSF. i — — — — — — — — —------ SEE — — SHEET ST FOR STAIR DETAILS 2 I LANDING STAIR SECTION 1 /211 = 1 '-011 (3) 2X12 STRINGERS HEADROOM IN STAIRWAY SEE SHEET ST TO BE 6'-8" IN ACCORDANCE FOR STAIR DETAILS W/ FBCR R311.7.2 1" NOSIN 10" LF- RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL r` STAIR DETAIL 1 /411 = 1 '-0" (3) 2x12 STRINGER LOFT ENGINEER TRUSSES 1/2" DRYWALL PWDR BATH ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLCSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 \ STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. --_ 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD (1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN w I- 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. JUN 2 7 2023 \[R4A Virtual Review Assist, I Plans Review completed and for compliance with the 2020 FB_ - by Debra Anne Klahr PX2300 e� C) M N 00 J DO& LO 000 e ep ai r�E% CC�19� epvq a :q' � as w�,,q'``y ¢ z Ww aa'' as s w 0 z In N L L ' o U _v ) M � Ln O O 2 O } O 0 U— O Q s U - 6 eLn LU Q-N W L � �� a I� LU w w o� Uj uS wpf- w~ Q Of -i W g z W z W (If Q C) Q I- ¢O��U)� l%LLVO0�O ��' X zLLLi-0z20C'~<F (:y 0Z0W00Do U 000 Cn 0 Z ��0. zYOZzLLW< ¢aw�L��_gwZ20 �a D- OW o =O 0 <LL a O O N z LU I— U-) � Q \ 0 Q M Lr) H a a QQ z 00 f- w W -jo 110 v- NM N co N N N N O A r 4 T- O O O O CD O o CO w 0 M M 0 0 0 O N O N O N O N p N p N O N N O O Op O CV H M O 4 0 0 O 0 O 0 O O N 0 O 0 0 N Lo ` 0 0 0 0 0 0 LO CO (f� Z Z Z o 4-0 own O o Q �o�o 0aa=Q LO -0 z ZW�� < =m0z f— z vZ?j 5. W fy- Z LL z 2 Oa}cwn U z Z U L) O �■ co 1 Z ¢ Z z w J W N 0 O NN LAST PLOT DATE > May. 8, 23 Z O J DETAILS i ---TTT7II 1 -1--1 -F— i err— 0 c 0 SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' 1 /411 = 1 1-011 0 iN 14 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (see detail in eng pack for grade) 30'-0" 11 II II II II II II II II II I II II II W II i 0 ti o J1 1016# -- 7 ZA5 U = 1016 CJ J3-.-. CJ — _. - --- ---- -- - - - - — ---- --- --- J5 CJ A4 HIPS FOR FRAMING (GIRDER NOT DROPPED) A3 0o A2B A2 ao D r` 0 O bo CV A2A A3 HIPS FOR FRAMING (GIRDER NOT DROPPED) A4A A6G U = 133211 O ao o d v CJ CJ d CJ 62 4 C_ C_ 0 C_ i 63GqT CJ en J1 ��E�2 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) V 1 VC M1 SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' 1 /411 = 1'-0„ 15d COMMON NAILS or 0.128" x 3" GUN NAILS Total Truss Quantity = 103. v I!r V.v _n K, I Oft 21 011 TYPICAI, �' 5�TACK GorMP15Fi Lv�ING AW 5PACI NG CJ3 CJ1 r I Fr, fo LNG, PACK FOP CONN�CfION, CJ5 co U III II II -0161 I Z -011 ME& 7' 5� TACK COFMF1S�� �V�ING ANb 5FACIN6 FLIJ0 ( TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-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 = 140 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 "II ARE forces from both components and claddings CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. ENGINEERING PACK FOR DETAILS * These trusses have been reviewed to carry an NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE 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. 871-293-9487 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 Br THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES 12 0 HANGER CHART AL, = HUS 26 (SIMPSON) j i = LUS24 (SIMPSON) JUN 2 7 2023 \ = HHUS46 (SIKPSO Labeled �Jjoual Review ASSistdai�. Plans Review completed and approved fnr lance with the 2020 EBC 7th Editioo by Debra e Klahr PX2300 ATTENTIONI DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or I ss 30' to 60' Span Spreader Bar 60 degrees or less I 1/2 I I , 2/3 to 1/2 �I Ta line i span approx. Ta line span approx. REFER TO BCSI -1131 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 104 psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR 111NGLIF] ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY ///// % • '177-77-7771 9= LOAD# DESCRIPTION INIT. DATE R/01 BASE LOAD JMD 06/26/15 RA01 LC7, EXTENDED FT3A JMD 08/06/15 RB01 MADE FT3A TOW PIECE JRH 10/31/16 RB01 LC9 JTH 12M17 RB01 CHANGED HANGERS TO SIMPSON RDP 03/08/18 RC01 REV. RE's JRH 11/22/19 RD01 REV/ FLOOR BRIG. 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 7134 MAW 10-22-21 RG01 DELETE PROJECT 7G4 GSB 2/22/2022 RH01 REV. SPACING JRH 08119/2022 CARPENTER CONTRACTORS OF AMERICA 3900 A WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT :TIMBER CREEK MODEL :1873 AMERICAN DREAM/A CCA PROJ/MODEL/ALT .7A2/ 1371A ALT DESC; OTC LOT BLOCK DESIGNER PAGE .JMD DATE 06 26 2015 LAN# SCALE .N31 J335L 1 495 "=I' ,, M CD O ` r o Ln xw s ,0 ..00 LO L0 � u r z� <L W �R 0 W 0 z a N NLO - >` �O � U W C) M N v N M D j N V O2 6 a 7C) - 2 Cl) L i rn � OO 6 O V_! O L' 1 ro Q U .0 } •nNn`` V LU QN c 0O E co V CL LLI 0 W Uj WLd ,_ W J W 2�0_ O wHa X 2 _j W YzZ W=) 0IX LL000 JO O O I— (YU_QC) =0ZLL0- 0 cn1O0200ooZ°ZOZH-QU 0D_>LIj a o z�°z W0 ¢w2wU) o�1go2c) < U_ Ow =) zQ LL Q O a LL f a O O (V z W F- ) � (J N 0 O z 0 `M O CL U0 <LU LL Lri z tl a ro Q>- Qoo z � I­_w WC:) N N WN CD N N N 1 1 OCN 1 CO 1 1 '9' r 0 0 0 0 CDC) O OO CA — CD M O O O O � CV O N O N O N O N O N O N O N A LO N 4 O O O O O O O O O N O O N O C 0 0 0 0 T- T- O O N� L i c— o N ;0 M 0 "i 0 tf) 0 CD 0 I-- LO 1 CO co Z z —z o O w oWv) U O Q c,o�� �Q o W LU z zLLJ I__l- =000z (Dz�w Q: 2 i'2ZWrl'' 11 Z z U-) O W rI Og<2W UU)Zz ¢oa z ,-4 Z Q p U Q U0 a A4 Q Z W _j ce) N N N LAST PLOT DATE May. 8, 23 � Z 0 2ND FLOOR ROOF J FRAMING PLAN A — ._r_ - — -T - — — _ -- _ --- _.. -- —---.---.- — I - U. 1 I I I ,. I I I] 1.-1 -1 d__T;IIT. — - .� l 111 --- T -I ]I—]- I F 12 ROOF FINISH PER 15 ELEVATION ROOF SHEATHING V-4" MANUFACTURED 1 1'-21, 1 ROOF TRUSS METAL DRIP EDGE co 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM Ell NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT S OHSTUCCO SQ COLUMN, ATTACHMENT DETAIL FINISH STUCCO A6SOFFI DETAIL 31-011 1 ROOF FINISH PER z° r 125 ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM STUCCO BAND -- SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 7 SOFFIT DETAIL 3/4 - 1 -011 11 COLUMN DETAIL 3/4 1 0 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES 211 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'-0" 8 3/411 = 11 -011 -75 METAL DRIP EDGE (S) A23 2X4 FASCIA 1-1/2" THK 7" ALUMINIUM -I 2'-011 WRAP (S) A23 ALUMINUM SOFFIT °O 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" 2" 12 SOFFIT DETAIL 3/4I- 11-011 9 STUCCO DETAIL 3/411-1-0, 6„ PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. 111 4 1„ " STAGGERED CV CV (V o 0 0 0 0 Cl ao 0 00 EPS O„ 1,_011 11_011 1_011 11_O iv FOAM cv U BRACKET DETAIL LEDGER DETAIL 10 11l _ 11_011 13 3/411 _ 11_011 1 1�n SHINGLE 6" S( 7/8" S' 6" E PLASTER 16" X CE PLASTER DRIP CASING AT BOTT STUCCC 5/8" STUC FRONT ELEVATION A 1 /411 = 11-011 12 15 Z_ 7/8" STUCCO ON FRAME N W CONTROL 5 JOINT MID -WALL WEEP SCREED- 5/8" STUCCO F- ON CMU - - - GRADE LINE REAR ELEVATION A 1 /811 = 11-011 IN 12'-0" 13'-8" CASING BEAD W/ 2-1- WEEP HOLES o w 5r OVER FLASHING 12 CONTROL = -'�'t 0 JOINT (V A5.A - - - - - - MID -WALL EP SCREEDE I � � I I GRADE LINE ARIGHT ELEVATION An. 1 /811 = 1 1_011 C 12 5I, 12'-0" z= �O CONTROL q W _ JOINT 12 5� - - -- -- A/C UNIT 2'-0 ;,-/ AND PAD io I 18'-0" M LEFT ELEVATION A 1 /811 = 1 1-011 M 7 CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 18'-0" T.O.P. 1 '-011 ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. USS ® A/C UNIT AND PAD ELEV AT 0'-0" 1 ST FLOOR FF 12 � 15 12'-0" CONTROL JOINT - 1 5/8" STUCCC ON CMU CONTROL JOINT _ MID -WALL WEEP 12'-0" SCREED DRIP CASING BEAD--/ AT BOTTOM OF STUCCO BAND / GRADE LINE STUCCO �7/8" ON FRAME ELEV AT 18'-0" T.O.P. 11_OI ELEV AT 10'-0" 2ND FLOOR FF 2 ELEV AT 8'-8" T.O. M. 21-011 A/C UNIT /-AND PAD ELEV AT 0'-0" 1 ST FLOOR FF 7/8" STUCCO ON FRAME ELEV AT 18'-0" T.O.P. 2'-011 ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. --5/8" STUCCO ON CMU ELEV AT 0'-0" 1 ST FLOOR FF ELEV AT 18'-0" T.O.P. SING BEAD W/ WEEP HOLES ER FLASHING ELEV AT 10'-0" / 2ND FLOOR FF ELEV AT 8'-8" T.O.M. 11 A5.A ELEV AT 0'-0" 1ST FL70R FF 71 011 71 All A ^1 f111 O)l/�ROF PLAN A 8 — 1 -0 0 r 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 PLATER) 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) JUN 2 7 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th E Ition 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 CALL. 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 TRACEABILITY TO MANUFACTURER AND PRODUCT M N O N 00 L0 00 LO u hb= a one t r s a a a �, • AR00I5U e 0 p W z 4 to Q) LO F 0 ou W iL o N 7 j_ c-, to V O 2 u P s Z) O U S �N w O^ N W L s= 00 W ('W t OO LLUi W W~¢w2-' w�YzI�- � z OQ�0OptiU0 QQ F <=U_-low 0'Z0-jF= On'OzO%00MzzU Uj 00�CL>WzWWw z 0zYpzOa� IL g �L< -Ia<o LIJ ¢Q o 0 oz O O N Ow aU"U') CD 2 Ln LL Q V z Q 0o I— � W W J � l0 J N N N 0 0 0 o-r-- A 4 T- N O N O N 0 O O O O c6 6 CD r- o0 r- 0 T- 0 N 0 0 0 0 N 0 N 0 N 0 N 0 N 0 N N N d� OO O Op (V A 4 0 0 O 'O O O O O N O C)r■ o Cv 00 LO Cr M W Z Z — z 0 UH_ O Q vo�o �Q Oa=Q Z. zw -p �. 0Z =nI = - z 1 v Z �: J Q >-nzWr-I z z W O�2z >— CDQ yM� W., VLOzz IL z rl. �<0 • �c z g U " �- O O CK Z Q z W W J M N W �} V O N LAST PLOT DATE May. 8, 23 Z O EXTERIOR ELEVATIONS & -- ROOF PLAN A A/C DISCONNECT WP GFI ELEC METER FIRST FLOOR ELECTRICAL PLAN A 1/4 If = 1 '-0" SECOND FLOOR ELECTRICAL PLAN A 1 /4„ = 1 ,-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets NEMA 1 #12 copper to 20 amp ckts 200 AMP 00, #10-2 copper to WH 00#10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN } 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING�250.50& 250.5 TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS JUN 2 7 7093 Virtual Review Assist. Inc. vP Mans Review completed and appro for complianceth Klahr PX2300 y ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH co SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET cn TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANLIF. SPECS FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE sw STRUCTURED WIRE OUTLET u- SWITCH AT 36" 6 3 WAY SWITCH AT 36" -ems 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE B CLG MNT PREWIRE - FIXTURE BY OWNER CI} SURFACE MNT FIXTURE { WALL MNT FIXTURE NOTE: TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ CosCOMBINATION DETECTOR C SMOKE DETECTOR -U-18- UNDER CABINET 18" -S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP -D-24= DOUBLE 24" FLUOR STRIP U-36 — UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9�:24:;�l 24" VANITY LIGHTING F� 36 � 36" VANITY LIGHTING b­... 48 48" VANITY LIGHTING 0 EXHAUST FAN/LIGHT ® EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) >� MASTER STATION ELEC PANEL M VACUM OUTLET AT 12" WA 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. N > W L �D 0 U N M CO d N V_ M L i 2 0 'T1�,11 00 O O O Q U�° �# -t ,N V LU QC� 0O W L E P) Lu i w0HWr2zW w� W02 �Y X_j(1)0-QU ~I— Zrpi-DW¢¢L�IJ, 0O00_OOJmozQ UJ (Lu z0U O OnO U' Z a>WWF.zLL�QpJ pz�zOwUO _QQLuLuz Q~pw �_�� oZ�� a Q LL �Lu OQ o O�QLL f O O N ® W > L O CD Q U) J U-) U LL LU Ui < Z 00 � z � W Jo d" Nco N co N CD N CD N 0 N O A T- N O N O N O O O O O mi 0 m r- 0o T- co r O N O O CD N CD N O N O N O N O N O N N O O 0p Oi N -r-- M i O O O O O O O r- O N O 0 0 N0 Y! i N 0 M 0 4 0 6 0 Or,� 0 LO N7 Cr M (f) Z Z O vV owv� w — O o Q 2o�o �Q �^ ~ Oa=a L Z ZLUif- ry TIIIIIIIIIIIIIIIII`� mOz (�O�w1 Z >-2ZWTI, Z Z Lo W �; a Og2z U�ZZ d W O Z T__" Q0 . Z U U� O 0 �- 00 zA6 Q z z w J WC?) N r N O LAST PLOT DATE >N May. 8, 23 z 0 1 ST & 2ND FLOOR I ELECTRICAL PLAN A =-7r--,� - - - - - — - - - - -- _ t r —.--. - ��.-ll lT (,.rnr-C i�T lT�il7 nk. t s ii,im FILLER 3'-6" 2'-6" O M / HOOD 00 00�;__ - CV �_4" BACKSPLASH o / M RANGE 3'-6" 2'-6" 2" FILLER KITCHEN 1 /2" = 1'-0" 1" FILLER 5 OWNER'S BATH 1 /2 = 1 -0 3'-6" l_1 1/2" FILLER PANTRY T-6" SKEWED 1 1/2" FILLER 0 C� 2'-0" 00 00 O i M 0 Ch 2" FILLER 1'-9" 3'-0" 1 1/2" FILLER 1 1/2" FILLER PANTRY / / / / 4" BACKSPLASH / SKEWED 1'-9" 3'-3" 2" FILLER KITCHEN 1 /2" = 1'-0" SHWR HD--\. VALVE --,,,CLOSET T LINEN 4'-11" 4 1/2" -1 OWNER'S BATH 1 /2" = 1'-0" 3'-3" CV M CV M 00 0 C') 00 00 0 co L -U O -U 11 L'-U 2" END PANEL U3-��KITCHEN�ISLAND 1 /2 = 1 -0 HOLLYWOD CO SHWR HD STRIP LIGHTS WALL 30" HIGH MIRROR CV VALVE 4" o BACKSPLASH o0 SPIGOT / O Ch 2'-9 7/8" 2'-6 1/2" ,BATH #2 1 /2" = 1'-0" 3'-0" 1 1/2" FILLER UNIT'1871„ A' - BUILDING SECTION 3/16 = 1 -0 2X4 WALL TOP AT 34 1/2" (:4::112� CHEN�� — 1 -0 0 ci WIRE SHELF ::� CO ' 0 "HANSEN" BOX 220 VOLT I I I I - - WV �---- ----D� I 14 1/2" X 16" DRYER VENT � iRECESS II I I I M I I I I I I I I I I I I I I ilk Sk H I 8 �12 LITY 1 - 1 -0 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) R-30 BLOWN --INSULATION FOOTING SIZES AND RE -BAR _ ELEV AT 8'-8" T.O.M. _EV AT 0'-0" JUN 2 7 2023 1ST FLR FF n Virtual Review Assist, Inc. Mans Review completed and approved t®r compliance with the 2020 FBC 7th Edition h7 Debra Anne Klahr PX2300 /N, N E i 1 W L U 0 M y N V �- 9 C A� ` 'c o Vr 2 o CD O LLo IIIQ U�° •N Qi .IC LU Q.N L o � co W W ll l oLij � �;' Wow Wes¢ LU Lu 0� z O g J¢ c Q¢ V O J O Q Q C) �dX�z�LLpz2-,� ' R9OztR2RM2z U) 0- W V5 U, U -¢Q U Q 0 0 0 0 z CA W W 1z¢ U, �Q0— zy0 zzOw0oa. ¢~OW �YQg¢ J ¢ LL �I—� OQ o 0 o¢z� LL ¢ LL H E w O O N OW U') `M " O O a L M Lr) � Cam!') LL � a Uj �a�� Ua00 a z I— z � LU� o N N N N N N p A r 4 r N O N.N O O O O �O CD O O "- (0 M M O O O O N O N O N O N O N O N O N N N d O O 6 O 00 O N A LO o 0 0 0 � � o O c O .L 1 N M 0 0 0 O 0 r` Ln 47 1 Cr M coo Z z Z �/V 4-1 W U � > ~ oXLU Z LLJ r =moz 1 V Z w a �2ZW r-q a z z Oa�LU O Dz z ,-� Q o Z U U� O O 00 z W Uj N vDATE N LAST PLOT >N May. 8, 23 z 0 A - IN, J ELDVATIONS r--�_ _—_ r _r-. 1n1 1- 1 __ _ _ _. __ _ _ _ __ — ,;—_; _.. -_ STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 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 NC FENCES E ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH, GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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) "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1,1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3• RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES 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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 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) : 31/2" 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'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete over off and mortar along the foundation perimeter must be removed beofore extenorpsol�treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 -All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 54' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. CONTRACTORSIT IS THE B O REVIEW ALL DRAWINGS err CONSTRUCTION BEGINS -ANY DISCREPANCY BETWEEN FIELD CONDITIONS- OTHER DESIGN R! O A AND THESE SIGNED AND SEALEDDRAWINGS BROUGHT TO THE ATTENTION ARCHITECTURE,STYLES ■ TO THE COMMENCEMENTCONSTRUCTION, 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. \/W\ Virtual Review Assist, Inc. 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J DETAILS -TT-I- --- _Tlr._.. _-__-I__.__- __l I- - r -. --__ _. ___- - - - __..-.-____ -_. -_. --- __ _ -. -.. - __ __l i'i���Y. TITIT,�I�f.(-tl.T�-�i�-�.l�.a.. 4it 1.11ll ll, 1-1: 1.1 , i. k',I 11 1 I'jii I I- DTI._-T THIS DETAIL 0,NLY REFERS TO THE DIAMOND -MESH EXPANDED rAETAL LATH ATTACHMENT, METAL LATH - '"-)ALL SHEATHING 16G4w1-1`2"" LOI4GL ,114M"_1" CRC, N't Twl I -ES S'" iO.0 '��EEC"T FrET'W.-EEC MAXI j - 1+ 1 ~" L1 r," 1" "STUDS I� Iy�TEC� THUS:— I �:1FP�ET I I I w I ;�7,,QV`v'N) STAPLES . 7APLES IBE7A'EIEN GTUIDS'A'S SHOWN _-__.._...w.. r)M......_.,. uD,C.VERT INTO STUDS 110TESr THUS:--) REV. 09.24.21 SCALE: 3'4" _ T-O"" `DETAIL E ICEEDS THE RE,OtJIREMENTS FOR F'SC!R 70.71.1 LATH - "ONLY APPLIES TO LENNAR T°.� -JA1 yA- LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER O — O N • 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'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING w m ROOF DIAPHRAGM NAILING SCHEDULE Rtf)GF I INF + + + + t + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.) + + + + +++ + + + + l 9�Fj- + + + + + + + + + + + + + + ++++ + + + ++ + ++++++ + + + + + + + + +++++ ++ ++ + + + + + + + o t + + + + ++ + + + + ++ + + + + + + + + + Ea + + + + + + + + + + + ++ +++ ++ + 15/32" CDX I PLYWOOD OR 7/16" OSB -RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x - P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x - + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELLS STD. 90° HOOK BOND BEAM CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. )Small gap 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 web stiffener 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 t. WEB STIFFENER DOUBLE JOIST CONNECTION top flangeuthcuis. - Birdsmouth cuts. N.T.S. - Under 2nd floor column wi marl.- N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below. consideration. Check local building code for appropriate 1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam O NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES -� DO NOT cut, notch or drill flanges DOUBLE JOIST CONST (Not required if both load Filler bl 1/8" gap Boise Joist Blocking I E.... �n /i AA\ ,, H, .,. all ,. ,. 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." for each lapped joist. use i uaxs nans at n O.G. Tor an foist blocking panel *Non -stacking walls 10d nails SECTION @INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Zo ❑ Co A 112" ROUND HOLE MAY DO NOT CUT HOLES 6' BE CUT ANYWHERE IN 6 6" „ CANTILEVER LARGER THAN 12 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 1 Z" Round Hole Dameter (ire) 2 3' 4. 5 6' ' 8 8 "87'S 10� 11 12 13 RectangularHo. e Side; (Ire) L' �- 10 Ark"qI 161 'lis.fi `3 f "' n Vft, - ' 3 42 F- 1'-C 1" I „" 1T-3''"" l 1 l r 1 1 1 3" ..._ 1' ,, "tl',,'_"t l 2'-:1 _.,__. 1 1 ..11 4' 3 7 _... 9"" t.2"" a �," 4, 9 7"' . 4v" I i °-U 1 ° l'' T " .i'-2"" 1-7 2 -7 ZF ^-1't"' �.'_g" s-m •7""." C . 4°,a —2 20 `1; "' l "_ , 1 " ��"" 1 .2 ' '3 ,1, W)"�u�1'` 4'-0" 4 "- l ('Ji " i b"-1 .11 11 1, T" 'd�,1 m° '� 8" I'"p 24 1" 0„ .l,_I , I "_28", l 3" 2 " wl" P ",, 4"-C q'� 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 CUTOUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate � BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s@ 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl90su 11-7 " 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 wl (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC_ VC PENETRATION SLEEVE THRU STEM WALL A' a „I 1-1 11, I I 1=r11=1 I l e a a I 1=i 11=1 I I, ,III- I _III-1I I-11 I-1I I-1I I-1I I FINISH GRADE Backer block (12" wide min.) =rl I I I I ITI I I I I I I IT= -III _ Nail with 10-10d nails. - Install tight to top flange. SLEEVE THRU STEM ° SEE PLAN FOR °• Q . • . ° FOUNDATION INFO d STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 Its. Install tight to top flange. 1/4"-2" gap- Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN wt, UNA, 4 rvl, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. ILA 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-\ --- ----------r--------- SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE _ Q — o _ ° _ °a. a ,a 11=111=111 -III—III�—�I a / I —III —III- 4-4-- SEE FND. PLN. ol SIZE & REINF. JUN 7 7 202 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2028 FBC 7th Edition by Debra Anne Klahr PX2300 k " of r '�� M N O w J DO e p _ E s ` to CD- 00 yy [d� E -3 v Al, �f ` 2 5 05 to ax z w 10 -i W 0 z Q 0 F: 6 W L O MMOP v .4.. N, M V) V -0 ov M 'r o 0 ` o 0 Lo: ° Q •N._ wC3 T QN V V a W W W Ow C w0~ w~ Q �� J X< z 0Z Z �02�¢O¢D:aLLU00�0 elf Q U Q <aXQzX 0z20C]�Qp � I- �- awwwoZOo'OOmZz 2 cnwo wrnwwWin=�¢�I �ILLOz Q~WpLUHFnzWWOo�O�o- 00Of 0 0 z < O w¢ i-¢w N 0 0 N 0_W UO Cn C:) O O Q LI) J Ln I;n ��" z Q LLJ Q Ln Ce 'M't G Q G Q 00 Z LV W C) N M"CM O N O N O N � O M d' CV O CV O CV O O O O O 00C)T-- co 00 00 O N O O 04 O N O CV C)O N N O N O N O N N M N M: O O O W O CV Ce7 CD . O CA O O CV O 0 1 �� N U L � O N O co 0 "I" 0 LO 0 (.0r` 0 U 1 CT M Z z W 0Wo (n UJ 0 O Q v0>o Q CDa=Q zO�~ ~co0Z (D0 tz III J Z z TI LO LLl OQ O U�ZW __1 2 w O Z T Z �QO U 0 �MM W � z Z z lizi- M N N N LAST PLOT DATE May. 8, 23 STRUCTURAL .. z 0 J DETAILS 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 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 N TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH Cl) (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION _ (2020)-RESIDENTIAL -III-III-III-I PRE ENGINEERED WOOD I-1=III-IIII-II-II„II-III' 1=1 1=IIIII==II-IIIIIIII-==III-IIIIIIIII -=� III-I�IIII' TRUSS @ 24" O.C. U.N.O. D X611PI,11IIP=III=III=11II -III=II II ' -III III -III -III -III III -III IIIII I I HURRICANE ANCHOR @ EACH -I I IIIII III IIIII I IIIIIIIi l iI 11= I �' 12 TRUSS (SEE UPLIFT SCHED.) W/ 8" VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 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 %%" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS e BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE @ EACH END (WHEN PARALLEL) GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. 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 NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 104" (R302.11) 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5l8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 1MPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE —SIMPSON SP1 wl (10) 10d NAILS r 2" 0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL ° ` 4. @ 24" O.C.) 2" ATTACHMENTS 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 ° °WWF OR FIBERMESH a a z 3 1/2" MIN. WWF OR FIBERMESH 3 1/2" MIN. d ° ° ° A d ELEV. -0 -3 1/2 h i= - ° ° d ° d a a ° .°d 2x4 CONT. A.F.F. o— ° — I' ° d n —I n n ° °° 4; a o z p ° -III=III1; 131/2"(min.)- 4 z o ° 11 I=I I C=I 11= � 1/2 (min.)- 4 ° Q ° . a N =1 =III=1 I I - - - - - I -III -I I Q• d ° °. 'fT1-fT� o •. ° GARAGE DEPTH VARIES 3 1/2 "(min. - 4" I I=III I I III I I I II 11- 3 1/2"(min.) - 4"=1II=1II — I I I �IEEM I =III=III I III-1I I-1 1=1I I III-111� II'' ° ° —1 11=1 I I III-1 I I-1 I-1 I I III-1I I� I''I- = 1=1 I=- 4 ° fl�-I I -III-III-III-I I -III- I. , , I I III-III=1 I -I (2) #5 CO NIT. 4„ 11--4i —I i _ 8„ (2) #5 CONT. 4„ I I—i i i,1 I —III 8„ GARAGE SLAB AT STEP ( B� U.N.O. MIN. TYPICAL BEARING WALL MIN STEP TYPICAL BEARING WALL STEP SHEARWALL C @ CC SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM FASCIA 1/2" OR 7116" OSB MIN.. PLYWOOD SHEATHING _\0 - STRENGTH CEILING 12" .N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ens' BOARD PER CODE (OR 5/8" 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD. GYP. TYPE "X" @ GARAGE EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C 0M W/A HABITABLE ROOM SII HEET LOAD BEARING OR INSULATION PER FBC AND ENERGY Go jN o`�s ABOVE) W/DRYWALL x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT SCREWS @ 7" O.C. BLOCK W/ N CONT. KNOCK-OUT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION f CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT _ 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 - #5 VERT. IN FILLED CELL INSULATION PER SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER CHART ON FLOOR G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLAN 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. (IF NO UP LIFT ON @ 24 O.C. VERT. OR K.O. BLOCK 1x2 P.T. HORIZONTAL TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD NAILER *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] STD. 90-HOOK (SEE DETAIL) SPACED EVENLY FIBERMESH 2X PT PLATE #5 REINFORCING w/ (10) 10d NAILS �I WEEP SCREED INSTALLED �\ ARCHITECTURAL TYP. 2x P.T. PLATE C PER MFR INSTRUCTIONS ASSUMED FINISHED E ° #3 OR #4 REINFORCING BAR FINISH N z #3 & #4 LAP SPLICE _ 1x2 PT WD FURRING @ 24" O.C. ' ` GRADE u ° GRADE 40 MIN. Fy=40ksi ° D GRADE 60 MIN. F - 60ksi (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL z �, — — p ° ,. FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [ Y ] 1/2" GYPSUM WALLBOARD ° —'=III=I =I (SEE FOUNDATION PLAN FOOTING MONO SHOWN ° o U.N.O. u p i > p ° o0 FOR LOCATIONS) FOR CLARITY ° — — — — — 6 MIL VAPOR BARRIER i III III A. I I=III=III=III=_ T R 1 7/8" 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD Q rr MIN. 2500 PSI CONIC. SLAB w a MIN PSI MAY VARY PER - MUNICIPALITY. 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE M 6 MIL VAPOR ao BARRIER III , 4 I IIIII g I III= `" COMP. SOIL. I II (COMPACTED TO 95% -I I =III=III 11= MODIFIED PROCTOR III I I III —III —I I I I I NOTE: EXTEND DECO FINISH ASTM D1557)—/ ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN, CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK U.N.O. L4-V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS d PAVERSN —ir �M z 2 . ,-III=III=III=III "� J ° • III=1_I 1= � I _ � -III-III-I I .; a, •. � • : „ _ - 1—II- I I_ ,- =�=I I . •�. I -III= SEE A/S3 0R J/S6 - 1 li l 11 l li � 11 l l 11 �111= FOR REINF. INFO. 3" MIN. CLEARANCE V 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. NOTE: *FOR BEARING WALL W/ UPLIFT ONLY =III-III=III=III=III=1 I, I I I III -III -III -III-, N Z #5 REINFORCING BAR ° III -III -III -III -III -III- Z I _ _ #5 LAP SPLICE °. ° I=1I1=1I1=1I1=III-IIIII II II • III -III -III -III ;I III —III —III —III —II —II- �I COMP. SOIL. (COMPACTED TO IIIII , a . 11=III=III-1 I —I I„�I •,ICI I ,M, 1=III=III=III=III=111�,' 95 MODIFIED PROCTOR ASTM-II-III=111=111=111=III=III= =III=1 11=1 1=1 I=1 11=1 I I=III=III-I Tr,- D1557) I I I I IIIII IIIII IIII IIIII IIIh� 11-' II-III=III-IIIII-III-II1=1II_=I 4„ V-4" 111111=IIIII II I_I-_I I Jill ('I FRAME WALL TO C.M.U. WALL CONNECTION �D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" LS3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE °° =II_1=I-I=III=II=II=III=II1 '=1 I 1=1- - - - 1==III=III=III=11 I I I I I I I (1) #5 REBAR w/ OPT. ' I —III —III —I 11= 1= I I=1 I I— 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE (� L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d M ' I=III=11 4 •• 1111111�I11 •�. 11111II' I SEE A/S3 OR J/S6 I11 IIII- FOR REINF. 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. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT a ¢ °. INTERIOR t' aA . CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB c M 6 MIL VAPOR — _III JI I�;II =III=_►II_ BARRIER III=1 I =1 I -III=III-� I I_ 4" 4" INTERIOR WALL SLAB STEP NON—BRG. K SCALE:3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE W D J Cn -III-III-III m 6. i=1_TI=III-III co —III=III III=1 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 f C _ WWF OR FIBERMESH r, . III -III -III - III III —III==' :- (2) #5 CONT. 111�111�1 I I; ; ; I 1-1 I I;I I l= ON 3" CHAIRS 8„ 8., 10" (TYP.)(21�_0106121 QV —1 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO �,N ° —� SEE PLAN FOR Ah TOP OF BEAM &LAYOUT DESIGN a _ 71 SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r LI, III III III, ;IIIII a' IIIII BEAM SIZE & CONNECTION INFO ch - I I ° I I I- 2x4 #2 SYP P.T. FRAMING w/ =III III„1111=III � I MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 „III, , z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w it ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR .,. w/ 1/4"x3" TAPCONS AT 8" � MASONRY WALL AND GARAGE COLUMN TO PORCH SILL .a. O.C. PAD FOOTING ATTACHMENTS & 18/D1 — GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM [E ]1/2" TRIM PER PLAN 8" MASONRY WALL -- W/ DRYWALL SCREWS 8"O.C. @ ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS K GRADE d ° FILLED SOLID (SEE PLAN FOR =___ __ = a d 6 x 6 W1.4 x W1.4 C.I SIZE AND REINFORCEMENT) C7LU —III—III ° °• �=1II=III=III=I' I d WWF OR FIBERMESH �, z w o=III-I a- w I I=III —III—III-III-I w z ° BRICK PAVERS or SLAB PER o o � _ =III=I • � °• — — — ' - z z a Q, U-0" FIN. FLR.rI� COMMUNITY SPECS LL V — — I I -I °. =1 I 1=1 .a I 1=III=III d I I = _ _ i�—< — Q =III=1 I I- - w 111 III=Jll=III=I I I=III I I I=I I I=I I I= '` FOOTING I-III-III-III=III ,� I ...III=III-' BEYOND PAD REINFORCEMENT -III—) I I —III—' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �3_ JUN 2� 7 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBI: 7th Edition by Debra Anne Klahr PX2300 a fM e, r N O 04 fx.a.. 04 w j} " ;4. 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DETAILS —MONO 12 (TYP) SEE ELEV. ,� SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION I 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 VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 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)12dINTO TRUSS ABOVE II 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID *+ * PINT STERY OTHE OOD W/ (3) 3) 10d NAI R CRICKET AS REQUIRED �I 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 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS f B:M e WALL CLEAN -OUT A SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KB KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d a. 4- a 4o O. .d C d 8 STD. 90 HOOK g LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION t Y7 NOTES: 0 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. WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J 0 Uj FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FMOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL ;NTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" {I177 5/8" 88" I I SOLID AREAS ARE 2 ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ �—r LT.07MDOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ 1 ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 4 6 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 a IARAGE OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL.GA DOOR BUCK rK 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 SP w/ () —(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA 1 STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL rQ SCALE: N.T.S. S4 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 BARRIERi�A SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD \/LV 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT 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 CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A A /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 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 J G O� 10d @ 8" O/C STAA ATTACH ALL -' EXTERIOR STUDS W/ (4 16d TOENAILS TO TbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON 1 C 1 ( P.T. ATE SIMt'SUN W114 SP2 ouwrwry 10c ST MI TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 o.. d 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U 2x TOP PLATE T 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. FPROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL Kj SCALE: N.T.S. S4 ter,+ 2X TOP PLATE OVERLAPPING NAILS @ 6" kGGERED 3OLTS @ 24" O.C. 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a 2X8 P.T. BOTTOM PLATE UU x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) > (6970# SPF) IS (9335# SPF) PDXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT OXIED A.T.R. t & NUT ROOF TRUSS ABOVE /- 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL C 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" WITH O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 JUN 2' 7 2023 Virtual Review Assist, Inc. Mans Review completed and approved for compliance with the 2020 FBC 7th Editio by Debra Anne i(lahr PX2300 $ -"ems c cM N N � LO a i t Spy In RR iy � co LO i ^fps 1';ski �a 9 LU :r O tr sa - w o z Q ^N 0 > � E 0 W L. o v � C-)c ai 4_ N } !3M -, - V -0-02 2 M E '= , t o z)0o 20 �_ •� Oro �Q •Ul W Q N C W U L 0 � LM a W ❑ L f/j W O f- Wes¢ ��J CCU¢ zw z W (� W Q Q U �zo) 0 .�a9UO�JO :3 0gzu U__Z200 ol-aQ O O of J�U' I�zY❑ W70 MM<0 Oz Q W O~~ Z O Y❑ 0� o ❑ ❑¢Qof Q Q❑ u_ N O O N Z W O � > U.)� O V) ro O Ln CL J Ln LU13� C - Q rvi '--I Q Q 00 z�l— W LU �o p d" N N N N CVO C:) r- O A T- 4 ,T- N O CV O N O O O C:) 0 00 O r T_ r- CO C10 �- C) N C) N C)- N r N O CN O N O N O N C) N 0 N 0 CV N CA N & O O O Cb O CV e- A CD O r- O 0) 0 0')O 0 O CV 0 0 0 1 P N` Lo > CD N 0 M 0 d' 0 U-) 0 O 0 ti M U z Z -- ZO vV LU - O 0_oWo 0 � I"a w 'Q Z zwF- Ha �1.- �m0-2 =I- =z (JOF=w >-G a LL LL Z ZLO W O z Uj CD Q U0zz z �,� HQO . QU 00 z Q z z w J W co N O � LAST PLOT jDATE >N May. 8, 23 z4-1 0 STRUCTURAL x_J DETAILS SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. g SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS —� 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 6" 145' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2 x 4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF ' EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. BLOCKING ' 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 1/2" CDX PLYWOOD OR 7116" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. 77 THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 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) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 10dx3" @ 4" 0/C 71 L 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK- MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING 7 INFORMATION `° 00 00 SCHEDULE FOR Ix SHEATHING DETAIL BACKNAIL w/ 1 1 2' 1/ (2) 16d NAILS -WOOD TRUSSES `° 0o 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 12" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) ; BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE NAILS @ EA. END ATTACHED W/2-16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 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) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD 44* JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3„ @ 4 0/C (2) 12d TOENAILS NON -LOAD BEARI G LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D g SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION ADDITIONAL INFORMATION, SCALE: N.T.S. S5 SCALE: N.T.S. SCJ 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 rT� SCALE: N.T.S. SrJ V MY I ✓Llll \IIYV GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 13" O.C. (2) 10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO. 131 " @ 8" 0. C. ALTERNATE NON -DROP GABLE END DETAIL ri _0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP ` MINIMUM (2) 16d PER JOINT \— MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL / SCALE: N.T.S. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) ; AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF ; NAILS ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 14 BLOCKING, FASTEN WITH 11 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"0" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S rJ 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z 717_t�� a BRACING w/ (3) 10d x 3" AT _ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM —MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "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: 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 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4„x1 1/2" SDS^' ^ -GABLE VEND VBRACING 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 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 SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x$„ 1"BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. � w d w 0 o 4 0 v z o w m - Q o o ' 0 O w ---- O o — — — — ----w Q o T cC C W -- 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. SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED WI (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 Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Editio, by Debra Anne Klah. PX2300 M N N 00 b k"� a LO w LO i $ 4 i = Q ;.. z UJI c' s. O r� w 0 z Q _W �O u ��c N M 5 N ,� R -0 -0— 2 C�i AV' W E •= L O �g T11 •� O �- g Q) Q •N w 0 Q) o E I V), W LU (� W W Cn w0H wW qg� ��YZ� Z �O� JQOQ�Q�U0��0 Q U Q 1— <oX-jzQ�OZ�00�_ O °��oZo�oomZZ � ('� O O (n 0 Z J V d> z Y Uj �;Z Z p ¢�WOiHF_gwp�UQ�Q w ii o oQZLL oQ 0 �Q� N O O N Ow Ln > C!) CD O `M O Q I M U-) � L LL N I— > a Lq ,4 Q Q 00z�� W W JC) l0 N N M N ' CM IN O N OO N'N 1 o M i4 N 0 CN 0 ` N 0 0 00 Oo 6 ' (0 — '0 O O O 04 04 0 N 0 N:N 0 O N O N O N O N N N CD O O Op O CV M 0 4 O r O O O O O O T--'- O N O O 0 ' N ` N 0 N 0 COIf) 0 0 0 CO 0 I-- LO CT M (� z Z o vV -F-+ LU o F- > U F- O Q vo�o _ Oza= L�Q� �z �- ~mzoQ� �Z� w 0 z�r-1 z z Lo W O� Z >_ O 00 U�ZU) z � �Q0 z U J 0 0 �m z Q z z w J Uj co CV N LAST PLOT{PATE >N May. 8, 23 f STR � CTURAL z Q J DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATION- 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING l 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 7) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS W 0 = W/ (4) 16d TOENAILS TO TOP PLATE O 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 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od U- w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = uj INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <_ 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR I MOISTURE 1 BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" °. GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (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/GROUP NOTE: LAP SHEATHING TO BOTTOM OF _.T�L BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M 0 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. w C- o AT GARAGE CONTRACTOR BASEBOARD C:) TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE c FINISH GRADE00 MI — -III — — — - = 111—III—II - ' I MI I I —III —III III —_ _ _ _ _ _ I" 6x6 w1.4xw1.4 - I I —I I I —I I I —I I I —I I III=III=III—III I I°.°. a°° °. I I I —III —III —III- _ r WWF OR FIBERMESH III,EE�IIIIIIIIIIIIIIII III a °. -III — III — III O Ell I z �'-1 I I, I I III=1 �III- 11=III=1 11=1 I III III, I '' STD. 90`HOOK (3} # 5 REBAR ON 3" CHAIR -I DETAIL)TD. W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION .1 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FL00 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 e /2nd FLOOR WALL BAND JOIST V\ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS END SHEATHING TO )F BEAM OR GIRDER kTE 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/BAND 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 WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL Wi (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-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 TRUSEE FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. TRU n 15/32" OSB — EXPOSUREI SHEATHING %I,x x PROVIDE BLOCKING AS REQUIRED PER D o SECTION X-X IF � NOT FULL HEIGHT SHEET-C Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING w 2 SOLID 2x U) BLOCKING @ ALL C C SHEATHING O � EDGES (SEE OPENING SECTION X- W (- C)C x EW x E 2x STUDS w BEYOND. SEE PLAN O O \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I r1 r1/AT1^k1 n1A^MAAA 3/8" "S" = NAIL 3/8" SPACING ,�J! �S 3/4" S41s 1/2" 1/2" /2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/7/16" FLITCH PLATE TO 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 SSFF 041 N 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN F Z _ OA NAIL AT BASE 2 ROWS @ 4" O.C. w/8d COMMON NAIL C7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8tl COMMON NAIL u. = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. =n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL uj W LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > ¢ O in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. �-000 u~i LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O O ~ MEMBER IF GABLE END C/) W NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE RIBBONS pAXTF,S,� FLOOR TRUSS / DETAIL FLOOR TRUSS o SCALE: 1 1/2"=1'-O" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 112" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE:::X 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I �A I I -III III— ° I —III III- (3) #5 CONT. ON 3" 1 8 1 1 -8 1 8 I CLEARANCEMIN. INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-O" ADDITIONAL SLAB INFORMATION. FNiyG°R BEA SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS ' 5/8"DIA. x 10" "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 Wi 6x6 W! AxW 1.4 WWF OR FIBERMESH ,C CV M a, -1IMII II Q � I ,—IIIII III=1 I 1=� (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 • 8d NAILS FOR WALL SHEATHING MUST BE MIN ,131" X21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16, (3) (3) (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. FINISH GRADE co T 1111 I I o @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 WWI \/'RA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edit, by Debra Anne Mahr PX2300 CN O �g n 6 \ a. O Ln y g E LL xF ,a Q tv w LLI z I Q Ln > 0 R 0 � W . � ' 0 4i N M j� O O 0 u o _ g) 0 LL r� N Q •Cn W 0 QN � L Q W CL i. Ld W ° LLI Cn `'' W 0 F- LUF'¢ W�Jr W�Yzof z Q U Q <ax--IZ�� �"o°�-�� Q L.L LL 'Z�J HQQ = O O O(nX 0 01 00coz= U (nU,ll>(nW W'LLIz, > <0 CL Z Q~wo���'Z�uj62L5 0W ° _` °Yz�¢ Q 0 ': ¢ LL ILL 2 O O (V z W V N a�+ C:)JLn V) N Q W Q Ln Q Q O ~ ZLLJ J O 110 V_ N N N N C14 N 1 r O 1 M r i ` d- r CV CV CV CDOlo 0 0�0 CO 6 r T- r CO V--r-- r � 0 N 0 0 � N C) N C)r' O CD N N O N O CV O N O` O O r O r CO O CV r M CD d O r O 0) O CA O O r O r C14 O O o I NLo a) i � r O N O o 0 0 0 �.} y M � Z Z O �/ 0 W U) O Q Oa=Q Z Z LU = m O Z H Z �_ O J Z of T"I -Z Z u- w t\ OJgz O 00 U�ZW ' z ,- 4 Q o - Z U Q O"J oa Of z Q z z w J Wco N N N LAST PLOT PATE May. 8, 23 STRUCTURAL Z 0 J DETAILS —MONO 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER ( 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T.TO PRODUCT TO PRODUCT _-- TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. 1x4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/ MIN. n 2 EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NAILS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -112" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" - APPROVAL FOR CONN. � (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & FURRING END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) — POLY -CELL IN THIS AREX\\ SB BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. O ARCH FACES W 14) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. �S INSTALL WDW. SCREW ANCHOR -I INTO ARCH BLKG. PER INSTALLATION DETAILS 114" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK Z-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d — PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" -APCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90' HOOK (1 EU j a 1 +5^ NOTCH WEB AT FIRST 2 COURSI �APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. X SYP #2 CONT. (MATCH TRUSS DEPTH 2 6 S CO ( H IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY---/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1!4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION, LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" F.F. D D p I-III-III-III-1 � 1=1 � 1 gD. D D — — 1I I —I � I —I � I- -IIIIIIIIIIIII D A _ _ 1=1 I I=I 117 GRADE p. D,I I I I I I I= ° M p z N •D " °. ° D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = 1'-0" LFILLED CELL PER FOUNDATION PLAN �R YP.) THE :S I F CH A N I -4- FiASTENED PER I I140TiE 2 PEL_-0 HL GCV" IIN Q M r -"I 2" I Ni[( ^'s ( I IAIA(%r%1=0TADI C IAICTAI I TinKI FILLED CELL INSTALLATION / H SCALE: N.T.S. P`R� EN_, , R j__ SEI_ NUS 1 - 8Ef..(D'. Ix SUB. GZ LUI+ DR dF,IEDGE 1 • r ,r T RiI AdIN�TE NTVEN7EC G?R.,OU ,,310FFIT 4 EL slum ING N AELED L'aE TO T _ , I€-;=T 3-,-aF77 NI.ATERIAL "°5PAN ., AF,4j'wCIT4E S CA5E-D `"1 HE DE' IREFS F ECC 1 U-aEL:a'^II-0 R CX)?11FIC)NEN TS ANL.0 T.L.w,D DINcE iST'�D IN THE DESIGN CRITERIA I'TERIA ON SHEET 9,N 2 F i uF, r7F 1 TA _ HME ..1 k' ALL Imo' I . ,A ALPHA ALLu"TA M_. FLIT1 l ,44 :=Fr°r � L. P . _ U�' T APPR(D-1,1AL) F L�I,AlNNEI_p F- f , 0q aa. PWL II'S bE tlP.? 29�" O.C. � Y M ,.I r ET4Ta�sEL 3i �,. WOOD, vol i,3v1mGA_ .."EI' t ;3F, .,,h.STA-'LES 1 AXC'J INDATAd>MD IPATTE iw , N 1 - ,, A H D R"D,r _ F -... .,,, � � � FPS. IL . Ix°� l�u u 16 1... � � � 1 i «{* �� � �.M�Ir i "tl �M";. L i I_.. -. .. .._. ..,.,._� ...... STRUCTURAL IT 5 0 -1,LE-1 'tT` 0` s FU_ " UM N t FIT' V°ITH SPANS, r1f.l .' 1 I" 11 1 MID, : � B- r1ING � H" _ , vl IN . V L 10N TL. PJ. Ek1"A. `REFER TO THE PRODUCT APPROVAL FOR INSTALLATIONDETAILS,* 2 X 4 #2 SYP SCAB TO SIDE OF �RUS S AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + `RNGTy PLYWOOD SHEATHING + + + + + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP . s + EACH TRUSS CONNECTOR SEE LINTEL SCHED, CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8 DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" n EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP z 0 U_ 0 W U_ U r� 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE METE: NO :LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM1OKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT a d: :a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° ' •a'' ' a' OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-0" 5'-011 NISH ° . ° D. #5 BAR CENTERED W/ 6 s H IN TOP o 0KNOCKOUT/ N CHAIR BLOCK MONO FOOTING — I D SIZE AND REINF. PER PLAN ° AND SECTION DETAILS —I I c CLEAN FILL DIRT b z °,' STANDARD CD 90' HOOK N #5 BAR IN • FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY (2) #5x6' IN CONIC FILLED CELL SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. JUN 2 7 2023 Virtual Review Assist,11 Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 `® P 1 ^Ln > o F1 o W L 'MD o N U O) CVI)Oq t/1 M 7 -F— U :DO � -0 u CO 0)M .E O t p 2 p u S o a Q •N w �� 5 U Q N N >` o E � � v ; °� LLJ C WpH LLI Wf-¢ of W�¢~zaf z LIJ (� W of02 j<0��<LLV00_j0 Q V ?00 z�LL 0zR0"i__ ~ Q 0tnW90z,t C0OMq U 0 ca��> LUW zLLX<0re 00 z _j¢QOWQ�',zWzOWUoa in LL Q00LU �H� gYD9U¢ ¢ LL ¢ 0 M N 0 N LO 0 00 LO *Nt LL Q z W 0 0 W 0 z Q q O (V Z LU O E— f—I U t\ V) � O -coCD Ln J Ln LL I- a- Q U Q 00 z 3 WLU d- x N C'7 co 0 CD N0 N N N A 'I 4 O N N ( N O O - O O O O 00 0i O O 00 O O O 04 V-- 'r--;c- N 04 O O O O O O O N N N N N N N N & 6 O O O0 CV A N O d) C1 0 0 U U i Oi U CD CD O O N O O 0 0 NU-) O O O O CD � CV m -It LO co ti LO 1 CT z z (� M O vV oLucn WQF— O :D O Q �Q -0Oa=Q L�� Z z��� F- LU :51 �z Z i'�Z� ' I' �zzLL Imo: OJRz L!n W 00 UU)zW O Z �a0 - Z U J Oa W Q z z W Uj 0 N N LAST PLOT 'DATE U N May. 8, 23 z O STRUCTURAL J DETAILS-RETRO FIT ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). v ivwii �iv� Ivu FLAT STRAP NAILEDD AND TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: ;' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DR FT S P 2x4 PT NOTCHED INTO 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPGONED INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H h4 SECTION VIEW SCALE: 2' = 1'-0" STRINGER CONTACT\ SIMPSON,4 LSC EACH STRINGER 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING I PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CTION VIEW "A" SCALE: 1" = 1'-0" SIMPSON A35 OR \ LSC EACH STRINGER 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU 2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS DOES NOT BEAR IN WALL SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" INGER GLUED i NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK H 2x4 SYP BLOCKING —2x8 SYP GLUED AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE7NOT TOUCH STRINGERS STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING B H ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" -3/4" RISER CUT TO FIT MAINTAIN BETWEEN 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 2 4' TAPCONS @ MAX. 32" O.C. G.1 SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" E SECTION VIEW SCALE:' = 1'-0" -3/4 PLY" ON DECk --2x8 SYF AND NE FRAMIIN 2x4 DRAF' STOP 2x4 BLOCP C SCALE: 1" = 1'-0" - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP IN [ -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER I rSIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/' X 2 1" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS- PER CONTRACT (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 4"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" BLOCKING SCALE: 1" = 1'-0" 0 1 PNI M UUIVJ I MUU I IUIN Ur. I /AI LO (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) 2) PSON M 10d x 1 u L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES ECTION VIEW "H" SCALE: 1" = 1'-0" JUN 17 2023 Virtual Review Assist, Inc. Plans Review completed and approved f"r compliance with the 2020 FBC 7th Editi n by Debra Anne Klahr PX2300 co N N 00 „} J Dpz o 00 1 LO yyryy LJ- kLU R r w z Q V) Q) Lo '0 W L �>- o u 0 M N ti Cn V 0.100 u a -c w m A' W ` t co') 2 o Oo a C V) LU Q N W 7C) L 00 E 5 C C)"j LU tLl C W 0 H LU �J Of =J00:ZtiU00�J0 Q QZLU-�a oof �< ozo <axJZ� =4 Q Q Z �0 cyu)00E00mZZ jZ0U �CWJO LULU it J LL Z I ¢~ wOL rjWv�¢ °o= o 0 0QZ9Q LL O O N OW >U.,Q0o z . aV)J� o Ln LL awQLq <co Z U � LU W J C) l0 N N N N N N N O N;N O O O O i C)Coo 0') li r — �- — ¢ 'o C)O N N O N r N 0 N 0 CV 0 ;N O N O N O N O N CV & N O O. ` O r O r o0 CDr CV C; C)4 LO O r. O. CA CD O CDr O O r CV O O 0 ' N� •L r1 C) 041 CD M't o I C) Ln CD 1 O o ti Lo qql M (� Z Z O vV +-+ W�W> U�_ O Q Uo�o Q cL ~ 0Q�=a Z zW~(Y LLJ F- qr..a ~co0Z ZLU > J a Z W T� �ZZ LO W O Q2z o 00 U 0— Z T__, Z:Q o • Z U IZ OU O Z ST Q Z z LU J LIJ co N N O PLOTDATE >NLAST May. 8, 23 Z 0 STAIR DETAILS J I i -.--------— _I ki it i IF i 4 ', tiTr: -i --. - r I --1 -T l I I - nr -. f _ _ - --'--- -- 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 BF 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 u 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: 7-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads 4^VP404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB 8F12-0B 8F16-0B 8F20.OB 8F24-OB 8F28-OB 8F324 8F8-1B 8F12.1B 8F16.1B 8F20.1B 04-2 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 1 3090 5365 7547 36 7342 (19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 1 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 582 945 1366 1846 2423 3127 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 V3552 540 873 1254 1684 2193 2805 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 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 1 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-4*94" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10.OB 8RF14-08 8RF18.OB RF22-OB RF26-OB RF30.OB 8RF6.1B 8RF10-1B 8RF14-1B BRF18-1B 8RF22.18 8RF26-1B 8RF30-IB 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 3699 5206 1 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 (34) 7917 19 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 755 1490 2459 3776 8 9'-8" (116") PRECAST 411 466 999 1568 2253 In 526 999 1568 2253 47) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS � � C"T'4Rrn SAFE LOAD PLF TYPE LENGTH 8U8 8FB REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 1l'-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 ^'� � �414" CCSAFE 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 * SEE NOTE 18 < 1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS U`6 or8F'16�4BIOT c c o8F16-1B/1T 8RF14-1B/0T 8F8-1B O 4A=T-410494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-IT 8F12.1T 8F16-1T 8F20-1T 8F24.1T 8F28-1T 8F32.1T 8F8.2T 8F12-2T 8F16-2T 8F20-2T 8F24.2T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 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 T-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 3498V2494 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 727 1166 1634 2102 2571 3039 9'-4" (112") PRECAST 591 680 113315 147115 181 15 2152 591 851 1326 1705 2084 246310'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 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 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") "RECAST 418 15 373 606 14 783 14 962 14 114114 1321 14 428 1455 770 1 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 81 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 (13) 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 (13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 (12 872 12 192 303 500 1 732 993 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 (1 567 (1 654 1 142 230 369 531 713 7) 903 (13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 (10) 378 (1 461 (10) 545 1 629 1 137 221 354 508 681 (7) 861(13) 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 347 10 416 10 491 10 566 10 124 200 316 1 450 1 600 (7)1 756 (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 4^3T-4094" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10-IT 8RF14.1T 8RF18-IT 8RF22-1T 8RF26-IT BRF30-IT 8RF6-2T 8RF10.2T BRF14-2T BRF18-2T 8RF22-2T 8RF26-2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 1 2525 3374 1 4224 5074 5924 T-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1 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 (15 1980 (15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 °a c o ° Q �c ° - 8" PRECAST LINTEL W/ (1) #5 HOR CONT o c BAR & (2) COURSES OF 8" K.O. BLOCKS c o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED EO ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. > C U.)�¢� °� _ �� vw ZUj a #5REBAR AT o � a ° BOTTOM MIN. (1) <U_U0 REQ'D < 0 w ° ° 16 GAUGE POWERS Ln be 0 " STEEL BOXED oc a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR z = C.M.U. 00 w 00 Z = GROUT Ln 1O i.n #5 REBAR AT BOTTOM OF 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 BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINALWIDTHJ � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP UNIT'1871- 1ST FLOOR PLAN 1 /411 = 1 '-011 F � O O JUN Z 7 2023 A Virtual Review Assist, Inc. Plans Review completed and approu for compliance with the 2020 FBC 7th E by Debra Anne Klahr PX2300 M O co co 4 c U') O J Dot4 yF�' 00 LO Z CWiAl 0 W lr k Q Z Q N L0 E o °U _W L 'L •O cY)MP CY) co N V -0-0 f 2 m L r o o o Q U - ja � CLM W L. p � a Ww Y (D LLB LU � lHY LLYO X=021rU000 CLLI QL) �Z SoZZW�Z~�~< OXE�00WQ 0U)900�R00mZZ U O O Z �ja ZLuLU ,zLLW<0 ¢�<0�����wo�va. 0W o 0 oQZ�< <LL f N O O 0 W O H � � O O Q (/') J Ln U_ I� LUQLn U Q Q O W WC)J d' N N N O O O O A � 4 � N O N O N O O O O O O O Cfl ,r-- ao r 00 r-- O N O N O N N N O N O N O N O N O N O N O N N N O O .O 6 O - Op Oi CV A CD i O i 0 O i O O i O O O � O r i N 0 O 0 O 1 L N O N O co O d O LO O CO O r- L') M (f� Z Z - Zo vV w oWcn U -� Q O0 Q Vo�o Q 0- Oa=Q zW►-� = m 0 Z I- Z �O W J ti Z >-�Z LU � TI° Z Z w N: Q Og2z U�ZZ a-W O Z Z ~¢O U � OU o W Z z W Uj M N N LAST PLOT DATE >N Ma§1&423 STRUCTURAL DETAILS z 0 J AB(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 ())#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'S' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2-10" 1 Y-6' PRECAST (2) D4.5 WIRE (2) No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6' 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'4" 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" 4'4' PRECAST (2) D4.5 WIRE (2) No.3 964 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE (2) No.4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No.4 639 1167 1167 1152 1152 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6'4" PRECAST (2) D4.5 WIRE (2) No. 4 581 1062 1062 1048 1048 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 843 10'-6" 9'4" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 10'-0" PRECAST (2) No. 3 (2 No. 5 355 649 649 489 649 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 p2'- 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 12'-0" PRECAST (2) No. 3 (2) No. 5 287 525 525 337 525 12'-8" PRECAST (2) No.3 2 No.5 270 449 449 286 451 14'-8" 13-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 (2) No.4 15-4" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + N.R. 473 473 328 455 (2) No.4 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16strand + N.R. 357 357 254 352 (2) No. 4 19'-4" 18'-0" PRESTRESSED 2 I) No. 3 (2) 7116 strand + N.R. 277 277 202 281 (2) No 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand HE 256 256 188 262 (2) No.5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand HE 219 219 165 229 (2) No.5 N.R. 22'-0" 20'-8" PRESTRESSED I2 1 No. 3 (2) 7/16 strand + 203 203 155 215 (2) No. S N.R. (2) 7/16 strand HE 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. S N.R. 164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL"C" DETAILI'D" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5-SOLID LINTEL r LOWER LINTEL CPVIFY [8x 1 I6-Pi -1 L/ 1 U] NOMINAL WIDTH J `QUANTITY OF #5 SARA, 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)#51L (1)#5U (1)#5L (1)#5U (1)05L (1)#5U (1)#5L (2)#5U DETAILW DETAIL')' DETAIL'H'&'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 1 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 1 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2) No.3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6614 10000 9053 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 1 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 3206 3206 3063 3183 7-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 1 2153 1881 21139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 1V-4" 1u-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" 11'-2" PRECAST (2) No.3 (2) No.S 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 4'-8" 3'-4" PRESTRESSED (2) No.3 (2) 7/16 strand +(2) 1419 1414 850 1347 No.4 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1291 1291 775 1270 (2 N0.4 T-4" 16'-0" PRESTRESSED 2 (1 No. 3 (2) 7/16 strand +(2) 993 993 600 1084 No.4 9'-4" 18'-0" PRESTRESSED 2 O No.3 (2) 7116 strand + 1035 1035 478 936 (21 No.5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand HE 961 961 446 872 (2) No.5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 834 834 390 763 (2) No.5 22'-0" 20'-8" PRESTRESSED 2 () No. 3 (2) 7116 strand HE 720 720 366 716 (2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 642 642 306 599 f I'1IC-1'ATI IILIII ML-rATI "I" narATI 'IV" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [8x1 j 6L/lU] NOMINALWIDTHJ `QUANTITY OF#S BAR NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" 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 #5 SOLI 0) L #5 ) U ) L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF DETAIL'DE' &'DF' DEr41L'DG' 3'-8" 24" 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 24" 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" 4'-4" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 5'4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 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 686 403 } � A DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P- PLAIN LINTEL/ -7 I' QUANTITY OF #5 BAR AT S - SOLID LINTEL I I LOWER LINTEL CAVITY [8xl L/ 1IU] NOMINALWIDTHJ I6-P-1 ` QUANTITY OF#5 BAR NOMINAL HEIGHT J UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL?DETAIL'G' DETAIL'E' &'F' 2 10" 1 -6" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2-2" PRECAST (2) D4.5 WIRE (2) No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No.3 5104 5671 6345 6345 4'4" 4' PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54' 4'-0" PRECAST (2) D4.5 WIRE 2) No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST 12) 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 1 V-4" 10'-0" PRECAST (2) No. 3 (2) No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No.3 2) No.5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 859 1 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 804 804 529 838 4'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand HE 1207 1207 605 938 (2) No.4 I54" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand HE 1095 1095 551 887 (2) No.4 17'-4" 1 &-0" PRESTRESSED (2) No.3 (2) 7116 strand HE 836 836 426 763 (2) No. 4 19'-4" 8'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 655 655 340 645 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand HE 607 607 317 601 (2) No.5 (2) 7116 strand HE 21'4' 20'-0" PRESTRESSED (2) No.3 524 524 277 526 (2) No.S 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 488 488 260 493 (2) No.S (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No.3 No. 399 399 217 412 TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLD LINTEL I LOWER LINTEL CAVITY [8x]6-P-1 L/1IU] NOMINAL WIDTH) 11 J `- QUANTITY OF #S BAR NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'4' 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 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" 6'4" 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 1 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 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 948 1948 1093 1591 (2) No.4 54" 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. 9'-4" 18'-0" PRESTRESSED 2 N3 ()o. (2) 7/16 strand + 1084 1084 615 1095 (2) No.5 20'-0" 18'-8" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1008 008 573 1048 2 No. 21'-4" 20'-0" PRESTRESSED 2 o. 3 () N (2) 7/16 strand + 877 877 507 966 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +(2) 850 850 471 923 No. 5 (2) 7116 strand HE 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 .,i .'. -' q DETAIL "L" DETAIL I'M" DETAIL'IN" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8xl I6-P-1 L/1 U] NOMINAL WIDTH) 1J L QUA N11Y OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6'' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(11UUO1LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ DETAIL'DK' 3'-8" 7 4" 2-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2-8" 7 4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 1 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 44" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4-8" 3'4" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'-8" 4'4" 4'-0'' PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 64" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 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/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL -] I LOWER LINTEL CAVITY [8x16-P-1 L/1 U] J L NOMINAL WIDTHJI NOMINAL HEIGHT QUANTITY OF #5 BAR UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 2 FLORIDA BUILDING CODE 7TH EDITION 2020 SECTIONS 1901.2 & 1. 0 A ( ) 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REIN FORCEM ENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. ` PER STRUCTURAL PLAN 00 7/32" STIRRUPS AT 4'-0" cc 1\ 0 M (TIED OR WELDED) u, LTT n BOTTOM BARS iv SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" M � M 0 � M n V M MIN. MI . 7 5/8" 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 SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'' X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-0" 2'4" 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" 4'4" 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 7'4" 64' PRECAST (2) D4.5 WIRE (2) No. 4 5967 6199 4657 6477 8'-0" C-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 1 V-4" 10'-0" PRECAST (2) No.3 (2) No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2) No. 5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No.3 2) No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED 2 No.3 () o. (2) 7/16 strand + 2413 2413 1338 1974 (2) No. 4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand HE 2199 2199 1219 1846 (2) No. 4 17-4" 16-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1698 1698 944 1546 (2) No.4 19'-4" 18'-0" PRESTRESSED 2 () No.3 (2) 7/16 strand + 1348 1348 753 1330 (2) No. 5 20'-0" 18'-8" PRESTRESSED Oo. 2 No.3 (2) 7116 strand + 1254 1254 702 1271 (2) No. 5 21'-4" 20'-0" PRESTRESSED 2 No.3 ()o. (2) 7/16 strand + 1092 1092 614 1167 (2) No. 5 22'-0" 20'-8" PRESTRESSED 2 N3 ()o. (2) 7/16 strand + 1023 1023 576 1121 (2) No. 5 (2) 7/16 strand + 24'-0" 22'-8", PRESTRESSED (2J No. (2) No.5 898 898 481 947 TYPE DESIGNATION P -PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL I ( LOWER LINTEL CAVITY [8xl L/1IU] NCMINALWIDTHI I6-P-1 `-QUITY OF#S BAR NOMINAL HEIGHT J U PPERANTLINTEL 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)UU(0)LL #5 1DETAIL'DU SOLID #5(2)U(1)L DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'4' 3'-0" 2'-B" 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" 44" 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 T-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 7-8" 8'-4" &-o" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 \ H / O O CD O 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" 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6-4" C-O" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 V IJ4 . DETAIL'IDA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x2411 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY I Y 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'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 24" 2-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4-0" 7-8" 24" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) 64.5 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" 4'1" 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 T-8" 64" 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 DESIGNAT ION T ION P - PLO L1PdTEL/ 0.UAMTITY 0.F 85 BAR AT S - SOLID LIPdTEL r L9 LIML CAVITY 1 ..� . •: i [8x1I6-P-IL/IU] 3 ;.4 '. •. +q •,+ '. •,'J ' ' L0.UAl�TITY AT •'.; ' NhPtAL VIDTH�J -BAR P[P✓� HEIGHT UPPEER L141TEL CAVITY a•: y,a y. DETAIL "DI " DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TVPI= r1FQI('KIATInKI S - .. Lmu-] I ! ITY�Td Vm T [8x1I6-P-IL/IU] P{ NAL AVIBTHJ J LTAAER ODIF 5 BAR AT P1 WIAL 10GHT TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x] j 6 L/I U] NOMINAL WIDTH]I`QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY 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 Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 134" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 2V-4" Prestressed N.R. 138 22'-0" Prestr N.R. 127 24'-0" Pres essed X.R. 100 N.R. =Not Recom n d Virtual Review Assist, Inc. JUN Z 7 2023 Plans Review completed and approved !,-jr compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 M s 00 LID .`tip vl [i/J e Lo 00 `lap _ 9 00 LO A rib '�%t pis • IkJI Q z LLI 0 W Q SIN` W >O 0 u V, W ! V a Cn V �, ��M A, L L 0 u V/ O , ,' N Q W L E �2 •� CL a W �LLI Uj W 0� W~Q IY2 wgYzw z W (D W <Q ( Q R02 J�O<�<LLU000 ?max zLLLL LL�Z���F-QQ 0 0 �Tn0�ozo�oomZz (nLua j�L'uLuW Ix �a. 0Z LL ¢�¢0W¢V�WZ�W0 [L 0 LLJ � F- F Q Q O O O Q 23 LLQ O QLL f w 0 C) N OW � N \)\ F/-i II C) In C) Q V M z Ln LL z < < 00 z F-- WC) 110 N N N CD N 0 N N 1 O 1 M T- 1 d N O N O N O MO TO O O W 0) Cfl OO OO O N O O O N O N O N O N O N O N O N N O N O C)- 1 O � 1 O 1 Op O N A 1 N O O O O N 0 0 0 1 L N W i � r 0 N 0 M 0 0 CD C0 0 ti M () Z Z o w � W (n W LLI ate -+ O Q _Vo�o oXL2 IJ �1 Z zWH-Q =°00z f- Z r Z J a ><W0 Z w Z Z ILLL ^^ ) LL.I �` O U`)Zz a W 0 Q Z T-4' Q 0 Z U U� 0 O �. AAAAAAAAAA. Q z z W WCl) O N LAST PLOT DATE >N May. 8, 23 z 0 STRUCTURAL DETAILS J �L) j-9 N&&RT9(9AHff Moundri I I Gatiuq�,, A-V2, 7-12' S,;,ire ut � ic ll cil 111 5 r, 11' 11 Ite It alp v;.- I I —a a frwl a t h �trr ri Back Crosi Suppo" to'. A V be t jA pni W Right Statket ('ib (Iatiqe) 45cl�-DrrRrtiq 7 4� fr ir it 4�?t ( 5 ':1 rlu r I i i!ri irrei �i! T ii,t% Tjivn� if lirifriont�: Cross Stjpl� I Way be c 11, u-ir 'tiv �Isnft b N) Ckik (i GAuge) V 14 5iuK-rfl*I Sof-viu, "It'ru flyail,lk�mts Air( Lrii,,i SaisfinIm Side Ei fj�anausr ctd-b�a Etcace E%;tai Florida Deportment of Business Z F­oNcritictizil FaCcrituboort Null VI RAII codes or,, Siundord�, Product Appirind Applicimfon Dalaill CiAr A� D-1-10 frare.p."'ut 0.19. 7Yttit tAmIdl YVistaA AnliflUml IRC Aniam ApritI obffin kffi"i Nor S­11,itrit P,W�Jit, I- NN,ar,tirI,u:.h%:n h­r,PE L s.m- -ti 211tr2:020 12:2A1420 I'dreginut �rr��Jtrijjr3rii ittibicitt"i knatrA a P.Tur 0:1 wirsIgnirTHrii riew T0.,1iMrii*.1Ii o."eiiii 0111r: �& 2 ell P.t Ir"IT Fui Cri r D dkir itur, I or it Ij ciri I F1 tii Art AW,,,iii turri-6,0i Awn -EJ tor intr­- trauu 9421 .1sti ;b­"W c-aaci F ii-V-2 ontm-i Ii Ituddiatum I Mori" D".1 F-uerr P— ..4 Y- hil'A �11(clta) 1, ir� 4M.-Witi r", � D.1 rund- 'i nd tuniser- WA I 12, ra I, 1., 12 Y­ IVA t6N t0i Writ # I ?Q1 NAA i �m 11= ikniil irai Ei acnai aleau'Vii N A � 5 &­Rrinhl 14= 91 540�- 74 latrzatai uaiii [i Fr-f V­' YEa Y- 'ji A =AVW ­0 Woodiwa MEVEW FW- Ys YEE rjjA. StEcEr Guout, DEra, F Irr,, I it a Funds Deportritrurar of istsitterse, a purfirsviturrW Fragainallon Istiddi 119 01 at" SlarditindS Product Approval Application Deofll tui M risk Deirc Cut DAIPP"i Dirl Zria ints." tutni,,ILO'si Idirsi L, 'Enarated 0 VVII I'Mi IsiI Llirom metal. Will Jaiaur, `imuk% Z"mry!R Rwit LEri &­44, E Q&,1nrZT7G W, -7u im=-15ti PC-14d2l, r�nc Mi 1 Metal Racitirrin 41 la�u i0trit, R-Prid iif(a� ai k­ui E­ Asrt�;twAg­ii Airocm*d fen Idea, III ptai Stratere E� C in'tirr',rAnit AlultSoi Ii HVtQ ou, ai HVIR lu'WILWA FrIci nwn,�q Ei 011i(��tnrN& GAX T­� rNi r F-it :V, X31 40.16 Y- N. 'SMEG ON il ffv FI 0 4d a Dri partianord of 0 urrinI & Rogulation Pro 1 d1I I ccioi o rd �Sta in do Y I g ProsluctAppirovi Applicathon Mont mamm z9I 22M L& 29CBMA&A 292 114 Av­ g..T— trat aj f�,gosEA idsti dri 0 i.11doird X"Litinittris! Far AdsoI ar ail 11 -Prnnti Te� CA PtAmm ui JbiwMali prcir F -d'i rini F F R, , , unu I Y.1,021 1125tr?Oid, 041 01tInIM-1 kpir,,,O C�aarpiry. Fror­ florni PIE 'riocliji QZ3, vartbl", &.Zer-qarht� &.1artey'y Bled. 51itit,kirtirblies C"WW� ii, NEadh.* F.A."i Fri a, Incn I LEE k= Ijilirai a, E2= A aidi oinitrri in Luria ftr9A ri Gueri ­1 &,­ff, a', a 6uri 4 In'ritid I-11,1d r�iWilc 6 Y.. ION ji� rjtaplrirl�.I�aarjr h T1M­1­ n1ii itij nut I-­Te Y-- I QXRrItNitit, Fri Ft.1.1t ',L�tft L 411 0 leir 111' kni i �i X nr oxca C Tti lwu I ,�Iijiiikand oi r int, prw-e 12nIMB NO Va:, ye� r"Irrit, i I, thirl e c, thrri Fibers E. I % rnp, �r 11 , o rin N XX,,iQXXaD n Tr"- ", "i.r.-�14iiijr ud A­t:k-rta&nr i2r­= th, YL,- ILA Uri Fdrevnai"irt,� 2­1 1�1 lh,,­ Ni ard irr­1t, Stitt r2a2i] `41 Ei lnt-�­*ii n­ -qt� Xr, rirtrigit oX0 7 rihn, Ct,r"Ilt Ent, 01i QW1:026 140 Yet WA T n 1­ 'p fil C­Flcc� E611- rt�`i'al- �11­ I rI&I rV0111SWINg � X tirn MiUM1101ir 6 T­ii F,b­r: itio S"w1h R,i, N rine G&AT9 8 11 ih!,,ta I W 112 Y.. Ti,ii ti Comisnittid, Euti Fittinevirri nfitrt;r, .111, 9 a TPewrna,-Tn F ter�c�ar,, arid Starriotk Sim Ngn'lits; sirti i Z131. rj Iji rig, 'Y,,s i Mir C­itic sure Fil.g-­ L-tirs Cji:­ Mh 1 i TrE­ o-Trii Ir T� 1, 9 4"�l a,' 4aipe.1i,4.44ir� 1� i ,,w crtra NO trel yinr NiA, :�:CWPHJI'Arr E'dIrtr FliIiincJI Mitsin, Own ri,rhinrrutruirita), X ralueti r r tlllea� Tru r Irw Clizslr' "I o"IffrAil cul- I I E, i Lvrp teiT in F40g, ritittom trni nixt wr rt� Sid "I 0,i,cFa;D 12 1. rr. ­Trii Nnir, ­4 Si ur k1VhKr4rjJtit: CAMM 40, Edg, P'llumulaiis Driunitll­ WhIr, �:i,lilpnnitt turnuft iiin Tbititi -L--C'­;i ii dnwdr,41., ii ninst trierar - itanor,ipwirl th, lil't Mr�31-10 Cur-, Conlinursir CZut Rr,�nrnrj ­r-Inici 1, t-Titit- 7. Fl�4�,�-�llIL�.��!,Illt�11,Ll�l. Nu�rrirw "It'Aii Arlli iiiii i0turd I, pt, 14­4 CC" C'u� �� ­- Ani r­ Ethouk'EtArri V",­i 5'I'littor tl­�crc�­,ri X0, c 1L.,Y � ­14­b-i MENE, T of Fltt�� 311 &F 0 Sirt With - 14 1 it' i SL931 531 PtI �k­ Zc 1 P Ili it 110, i H 'j"arn C innarEr, Fd,�, F, r .'ei 1111. ,34ra,r 'iAh or*atEA Rai N`Wdad ri­ drkJalir�,� ChwImIri reruriinueni p 11iiii Rb.,Cri wrid gin-th,SW Dpezve 12111rd's TkI i Wit rdiu, irlb�,gu­ rdfi,,ght Ili v 11 h rriticu� Drura %tdibaiutsl I1Mw=,n,;r%0ta,,j� X-C OX i rtwO 17 q. litnimna-Tnu Fio-tokniri, od Solith-Irur RMON 121:�Iainoi trt, trut Y`5 PVA C­t " Edi Poentr­ D,Inlit 0"'i,n aiiA.Iftuk Gucaq Nud.4 �30.1 "r "Iti �uc,rr, "'WVaimi Er Florkb Npriottroind io� Rusined-, & Proi urnal Regularrion Sitiliding ("i andStandaids Product Apiproval.Applicaflort DeW Fj Ir � 10 9 Dole 21 OM It 1AM said, Xti 14WAWQK INIAM.161410" iWAAWk YANI 441 M&Mat: Arilti Militia ns ttr,',i,uikn Annt-Wi ECIC, - "R Mra--Wa SCco - VAL Allic-A.0 i 0,191MM .1trij qrwt Vr­ on, tarliality Iiii Paw pra 9 Emk �tk"MEMM­ne MI. IIIN-i im GanLl�li Be Q&Ai &iQ­Rr­A nlrnsa 0 re aarauu, ai IGn-i sai �ait To-, i� I101 March 6, 2023 ,Wi I I :_-v W- go Jf M 10 mg-mmmmr--.,�v 'a,-% � � l WIN I WA E &L 9 11 1 Ili u Id Al � I'i :JU I As required by, Florida Statute 553,842 and Florida Administrati\e Code 9B-72, pfease promde the information and approlili nuimibers onthebuilding component's listed belowif a III vlio.n they �4irili be utilized-E on theconsil" projectforWhiCh, you are applying for a 7 Category/Subcatego, ry M a n ufa, ctu �re ri Product Deiscription —Approval Number(s) Tezt Pra"surii 1. EXTER11OR 000,R$ qFi ti er-Classic and Smooth -Star (NON-1111PACT) FiberaiCiassic and.S Smooth -Star C1110PAC"I") FL20468 +6 7a, 0/-G 7 0 psf If 213 120 i Fibelia-Classit: and SnEtooth-Starffl I PAC7)i FL20470 MI Window's and Doors j FL153321 FL15332.5 NOA 2'11-0205�03 Pella to-roloriation Pi C es 8000/8 S 0 er, 00 8-'00 #1105 8X7` Wayne -Dalton 'Series 8000.1 810018200 #1123 (1 6X77 + 30� 01 psf Wayne-Daliton z5e ieS 8noo,-810W 200 #1124 (16V-) r +34�4/­38.3 P sf riti ff �- D. METAL, LOLAIIEREDDR Curries DMision of'AADG, 607� 707,727,747,and 847 Single Pairs of Doors WINE I i ifik isree st sh iii 1gar W WIN:' 04 'S -2. A, SINGLE HUNG M:l Windows and Doors PGT Pella Corporation bm +35,0111-35,0 psf 'Pella Corporation +60-0+111-60�0 psf B. HORIZONTAL SLIDER PellaCorporation Series 10/20 Of-30 .0 psf 0..0 p Sf Pella Corporation Series 10 Sliding WMdow ill q 11111 11111 11110111112, Pella Corporation son 0#11us Pella Corporation 10 Series, Flange Fix �ed 101 Windows and Doors ,Series 5764, 3. PANEL WALL James, Hardie Building Prod, :Cernplank Lap S.ding and Hardieplank Lap Sidifilgi 11 law F L'I �5:2 72 1 - FL15272.21 i +75L(f E psf i31/2023 15a Vente a- 0 .a Soi� 'an Aluminum Soffit li P R 0.1) U.Cell P HALT SHINGLES '3 Tab, Dimensional Ei LIN D E R LA Y 11 �11E N TS Tarnko irfor Shingle Roofi 151b Felt Unde,,avrnent Ply gJass USA t iifbr Tlle:Roo� 'POLYSTICKTUI: MAX FL5259 NYA C, ROOFING; FASTENERS D. ROOF VENTILATORS 'Thorripson Arch Metal Comp,, Floricla Metal Products, Inc F. 919'2026 1 7 1 +97,51' 9 5 psit" -4 2tr 1"10/20 25 ,E. ROOFINGTILES FL7849.27 - FL7849,�28 Saxony -900 FL7849A6 - FL7i849�20 Drexel lvileitals, Inc, DMIC 100NS, DNIIC 150SS, DMC 1;:75S�, DNIIC i200S,, DMC 5V S HU TTERS A. STi PANELS Global Protection Produc.ts, All American Shutters & Glass !Gaiiii/anized S�tee' I`Ztoiani Panels i 12: 6. S TRUC TURAL COMPONENTS A, WOOD CONNECTORS) USIP Structurai Conn, 1zM1 ANCHORS OB&4law.41111! Sim :son Strong -Tie P ITNINBuilding Components H tAlpine, Truss Plates N/A 12131112024 lViTek Industries, Inc, 1,17russ plaites FL2,1971 FL2197,5 1C. D. ENGINEERED LUMBEIR, MATERIAL We�,,erliaeuser ----- ------ Cast -Crete %Corp. 'Rim Board. LQ1. PSL. LSL Hligh 34re Coricrete Lintels till ngth FL6547,1 - FL651-7,5 ""s Commercial Concrete Prociii nc.'High StreNth Concrete Lintels la-0774 The Products listed belokIi did not dernonstrate I:,troduct approvall at plan re�Aew, I Understand tthat at the tirne of inspection ofthese prodUictSi, the following information rnust malliable to 'the �inspec t,or on the jobsite " I) coi y ofthe product approIltal, 2'1� P I A PP LICANT SIGNATURE 1012W Ficuicur Deptitimensuf Requialion Husklrng C Does and Starintards Prodocit Approval April itArtion Detafl NOW 9N, AIL20 f,,,,rn', `TTU r�rrrfllltiur, 4iiip eirt bippirkin Sithri r, E I King i'lic- 0711�%111X�l 1I1M7j2DX1 1?i:nM!0L10 Apnir,iiv,rml Category Gt, Daci� cK<) t4ir4,di Pli:-4341��9 i 1 Y, 7$7-551�5 T- , 'it, ainntj� V Co Mianahors Notin'.14 ��rrcii r1inrW t Ti ti FkcJdtiRug&cni,ru P,cnainiiirI FL#2o47vA3 laraddaracist, Madittv As Faccitli currhatI Nrun uIr As I Nnarate prardo'. Chandired U041.1144, ftTt an 1+0t Q outi SYK7 Resintatar prinsictris i. TherrivitJ ry Fiti-r I_ I irlcmmu s&M, 8 Upai res Yea YEE 1,wA 1,:�.rtrptr5ft Loge 15iibiinri �Wq;­ 0ect b lfln�mii i l U01(a Sqwt. mpoori8iiqw�, Op�uar 2111 1A29, Ycc V" Yes PSIA, C, Arposte Edgg FflbergiIi Saagni Di aditi onau-ii,7akNadeafflia A0- 0-1 sr O)IC rhei m ­1 Vieti �d Zri SAI witna inta! iuldti 8 aqwA j,,PaCd&qU,;t opari fi= 'V- i� WA czur,-�reur Fd2r, Pii�-Ei D- lakit f)cc, eh ur Xx-ricruto cia.-Mrawai Friber-ci ar"i srnori N�irti irrWiti rLiquCit'imptiottili Coamitua T 7,­-r rErvi YeE Yati WA cxtirnreo.tt- Firtc F ci­,;� s& ftg,� fl�r 5 Tiie­nJj Fk--Cr .. u 11""MaO Attir ngif� I D2 1 21121 Y- Y­ reA 1, �j f uAL 0 Purl UE Ye, t'oo Y­ "J", ux" DrturitD Odiorviri *j relirk nur ci '1XV$ irci�'. 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X oonligo,aborl ' 1 v � The,roo-1,r, NW, GI-Q.rod 3nnicolh-Sit., 11.­1 7&039io 99.0�11­1.p�oraq,'or rL­1 1'�'j 9 1 =­vt No Y_ Rio N; I C,eiii,imir. �69. Filavnt� Smg�& Door,with 1-ic ,c Je[ile(a) I iv,,ingtrArts,,AnaX0, :Xoi !!XCii I WMIRWratic''nall — ! r, n T hgvnci�Tro Roor ClazitvC and I.:.livooth 131Ar Norninsi 8&kgiyr &Ruetit,on njiraobdq�jot� rrI410,1 1:1231QQ22 No yil,s No NIA z Gointerialle Edge Fbiogl­mng" uo,,i frwmingfours'Wing xnvinugumulorl I 15 0 The,M-T,�Fb�-l-ka"..l�u'4iroth-S�w N,n,mn.0 U93glo &quotN&v­Ivv�w_1&q­t Glaz�' 121-1-41=2 No Y_ 111. N"A Conrposite Edge Fibengm- �mgle Doc-,th I Sidell-(at (I rlso,im-rX4�--nii. Y"), OX o,,DXO Markin Departmer! of Busiress & Proftesstono; Regulator; t' ";� 1 -,f � I i Florida Department of B�=ness & Professional Re-g-2ation lrag� ZN2 Florida Department of BoWness & Prdessional Regulation F.L.3d,t 16 p T he­Tw Fiw-C6�;c and 1�th-Star eonttgurational t�loinmreo 6&#39,0 &q"tN"1 R'PWt'Sg'jCk' Gie"d 1,J31jr1oz, C-o"lla Edge Flrvvv�­ coultre, cot. 'Ath .' l� Y_ N1, 1W, Brulding CodI arid Standards i ji"r; I � Bui ding Co-,w-s and Stands rds 1G,Svo21 Elluildvg Codes and Standards 361�023 ,iot""' ,W.Iiitm tl tinv�-,,h'lxeii.,ri,� XX oi ri'KA0 config!Rgionsli Prod vc r A ropiroval A, pipac ;IlVon Da,laii _________"_1­­_1___ Product A pproval Appiln ation DeUll , ProdurtApproval Applicallon Detall W I �:� q ThaiR ia� I � i i NNW Clk,Ssr, Al 4;6i i or1h Rat 111,101 "hal[ 168#30:8 Sguotflhi�l I I litipiko(I l� � �P'Oqve 1 '*V2022 No Y es NO M4 ­_­ .....­ - ­­­ ... -.-- � ­.. ____ Ft.#1?1ffLI?fi ..--....�.�.�..-.--�l---.-�----.---..----.-.-... ____ i nialIFT2.1114i � - C,oijj�,csIroCduj Fto,�V�agacjrgje�D-,,jth _� Tr.,,-,ri,�ll�S�nt--t.,,A.�,,C),rX.onf,g�,.t-) I Elixitta"" : I � r - I � I I ; Z' � , : 1: . 11 I I r I!: I I � I ­ ­ I ''I I ­ � - I I I - - r . - i­ - � � I 11:1 ­ I I : , " ' I I � ­� :1 I I : � :r _ -_ - I I I - � �­ -- j 5� is � Them. TTu Fiber (;�aimvAied S,n%Adi,,qtar Nc,rrnal g�&#M:8&q�-,,tt4---P-Inif�w�t&,4,,,, Cpa,j­ 12*112022 No Yee NO NJA fiflily-PI: p4li ;-'aLlit pRilit-pellatag Palo Lt. � E;ribli 0 2x! 2M nan, pendITA lgag� 2�4a W& gar. 261 Pgraleh"Am R& C�posft Edge F,bc,gga� fo,gle D­,ith S�ds,fifie(.l ..d Trui­. ',r­og,Uof,-.q 01X0 UOX 0 01OX0 conggoraboure;j _�kllll T)'o"!i V.M.Q R_ X" 14_.F�­ j �" Rwdoi' go'ld"g, P'o,mas. "� C­ Er.o.slic LI-1. ­katited gk -houl D,,trt,ks V. A�dr" Tar, "o, sq'L,sro� P E: VWWAs'l L-M-1-la"d nr'1051W�l 1:"I"2020 F5G flow- llwa'�O�i _ARQQL-g -il'e,,' O�� rK' A- itra Viieman lkrun�lUiel -o— 20-1 A.1�_ 99dad F!j'.jn'W & I ,kidde N.telbblAk-Er N,�k Tlmer,p­ L�,Wn� �­ P.r RVn , �'!: __.� iduklibi SItimajal 07ji '�?*` o�­S'=l taLLWILayd '­- '� AlIz9ad UVI�A21 A-_ ­ Ital P-.1,o,' - 20� _Waeumgu,A L,,P�F &PdatliL aft yallarba-91 Ifflwuld 21=11I hAdrow Innih "ov- Nioni .W1 *� --eoi PE 1 M&-�IM 12P�t_'!)22 �acAgjkdcah A0.4.6d 12,20r-0 �- 02ioWN23 API '19 � Therrina-Tri F ber_`iassic end S�11,­Sta, N-Z 63010,8 &qU.04o, -o-cact&qLat, Cr,,i,il.. I No Y� I-k-1 W4 ca.gory: pmed vant , Wg) 54`63% PS 6 t V�' 2 ��!'� W-"!�; C.6,laity; Pa"I vt.lp� i32rn sii� �1�as P1. �54,�9 '311 --97-055- cituig.rw No.6"Ir MMIEC-Uli ps-M, 66 ti,14i r-­M4 C:oor positt, Edge Rbe ng lose �mg a Ch,or �wh swcaleatriTiII ,h,id dlie�,4pj­bisg S'�',rCathiauw. S,,et' rih-p­ml��.* ­ BUtrCaftijorinAVI'atfir­� �akhtw .. mi S�delku(.l �­­WCvla­ng XC, OX . OX0 c4n,plisore a0hod,. Enjwlilion P�Iial ft�a � ­ 17"I'­."Ohm E'.h,W_R.P_"'­ conellarthealraftioc;E-MurvionRepmeme :�;ntrrijous l4reed inna ageonfl!guraVors) ��d rIoos.R1eqWw,edA,chit-k­ o%ii-d Flonoii Fl,,nd, R,-ji,h,,iJ k,.+T,01nr . Li--� Flordn F4,4da RetilliwAirecOW-1 or a Licensed Folds 20 t Tiralivin Tj1j;F1NPr_(va%W gnf:F,i%�,Rjlr Sher i'linig 8&039:0 %JVO� N�nJl hege6l"Loot, Ctnoqob l 21rll V2002 ]W, IvAs NO N.A Pice-kiim rhoraw ri-a4a-mal tpiglr.191 Prn6,W�6 Engir,ici (�:niirqrgigrs Edge � �g,liiglgas $�gnitje Dow %%O I adgrrfll�ei� llnswnoo,l�seeiq; X, OX W OX0 f1tallZALedslula tLiill�jVil SUI PY.deal Hirl"'144-All" froolurl C%irr:inucus Head arid sil oortficurat �.,) 21 ,j The.,r%�T�Flt,r�CWO$kto�.dS.nc,&i.E�or Nominal 6&939�,S -3qp.(Iqo0-I,r1peIaqu.t, Gl.told t Zj-�I?20122 No ,no' rge NYA Qti�e ToKL%qj4-_W 404MILIMIR WNW Padilla, .1k �' Aiiam�rdl!a ki. Areoglitaijflagot Imew polAw QaMv Aeswar Avarvetl for ther Agreensil'ortheo Imago Olvib", Composite Edge Fibiirgl-ass Shigie Donr u,dtl sea 0 Eslw<tal Nurraw"Xitlily-M Nool,;t Descrici Ccrfiriiic� ext"I'mi- o�_Iit in N� 0�1146' 9gloillooll fl-titili.- qQ# P4 n,n,c-1'W agd, ML. �h . o, !t�_. t ..& �0.­Lma Ca _� t ,ib, �­0.6. LL H-W2 01010, HyNx *--I'd- P11r___r, 9111-0 _ a=[ Mitiliti tholift 2ir jilasuir ?tit" CeskrIagon cortstractibuituirallona. 10-1i bsm,v sidellaiiia �ft1Wr*1.bcwng. XC' Ox a OXG 1 C.,Cd..k Lan, S,dumt lbl-�:., 12,0V2T13 ' Y_ Y_ N OA iW. I � &quor 21o,"wot'sotre, vero c, Pd�j vini/ P'st - � Q �jl,113 ED Y',, No KiA I CAP Awh%1tRocn%..li,-!;c4-un -SCn.-JtN1C vp-goss, re'ntcR;*d �,4.' j_­­0 F.M irriol ":WY21 No Yes N/A ILIA [— coritrinuous Flead aril Slij X.-IfiglTatiom) ,I Hsrct�Piioill, -_ 11dinq , ':i:P1,11q z­1 - , � P ­5rig '211oc� Y_ Y�c NrA N 'A � ir. &q­Aafi*fttt 1­4&A,04, S.1111 vW - *,,14 vvl�l S."t �V'31cc22 � I Y_ t4o FIJA jorlousobons op.idgi, -pried sn.g- - � Thtininti-Tre Fiv��Q44o.gnd .n=It,sto, Noin'ral D"39.0 3qw-ttign-lacaviscoucit: Glazed lV31121W No Yco, * NIA ; � ..'. (Aeent,fe, Vlnoig�. aeiidede1ri� ITnA Vint or t5oid Vml,i8oft I ZF_1 i ':-'. � 3 i10 Yes Ko WA I m gil ,a te Edilpt Fac,g less Ea i g c Do" ,vith 4 IL lro'.�ces&wa ovill I "ne't. val"'i-li &" I �' , �­ 2 �'_ Y.i, - o1A S 'Adsohn(a) (I ft-Angiamwnto dec, OA a exia , VW c" odid "', 11i aofsi 1 M� W2 I - Yc' ov MUIR �' "'I'", 2"" o""I"'I"' ""': ' - 211 �q Theorria-Tru istool C000k� and Smoolli-StAr COnbinuoulz Head and S41 w0guraricors) Nkjmirkl� gill &qu,Wk,n-la'Viicl8,Twot itpitique � 2 IP3 1 J-2112-2 No Y� fk, wA I v brj�.io, 8,HPIn 9�sr&oNIA, oitN � VIM .1 o IIAWVI,'I!�kirl !Z13W2021 I',,, Y'r, No NIA Comf.moiae Edge Flrlx,Tri�amt Door PirnorflivA�Ihi Vente,d S-,151ioeie) (IrtownplQutswing YA QV oi.WX ourntiquireliqrs) I 1 14 i, 7 hernit, Tru Frt,.--0a-_-,ic. And Sn-o3u,-Star Nc,,Yl��iS&#!)P,Otlu:��N,in-�,,Va,A&quat CrLique 12n- V= No Y in" NO N)A __ c,o-p-te Eoge Fileeirgloes Doo� P.Mr. f4th veir,ted I Sicladitp(s) (InwrivOutsv" XX =(. X)OCX � ,', -NI-Ii. .) __ 11 y Therrins-Tri.; FlorurZ;a�,nshd Srmccilh-Stor Nomml 6&#_;;8 &ruot�Nor-ln,glao:&q�t, Glazed i2i3l= No Yt& No njA 4.eerpolhhi, Edge Fib"'zss0oorP*ne.ixvAV,Vee1led Siclolir*s) ( rswrlwoubr� Xx XXX W fXXX Florida Deparnent of Business S Professional Regulation R:': �1 , Florida Dafre �lrnant of Bu5bTalss & Profiissiontai Rogulartion Nor I V I Florida Dspantureird Dt'Susineiaill; & PTofes,W.rhal Requisition love I of 1 20 -7$ z 11herrina-TruPirix-V ornwd,1,nnooth,_1,1;;; configurations) No­o; DII 0 lion'm Non 4 "ped t i 11 I I ot If l A �' p'l � 2,10 1 11"g-22 No nr­� l4n, �Wl' BuiWing Codes a tiel Standard, ;.": , 1 , i:� ii It, 1 1 Cruilding Cocles and 5tirmclor'46 hfilal$ Egli 1&,W Codes and Strandwds fiffloW Coonprr%itc Edge FlvvFi3R%9 I Pia nell; oitler, Veignd I -qc"wa� il rswirgfc'nov,wig� 9 � XY X iv Mcxx P rodurt Approval A pplic arrion De laH Pfitoduct Apiphovall Application Detail for odual Approval Application Detail -7-gurotions) *,7 2 za. rherne-Tnu Fiber-Cia,c,,icandi gri-xxith-Star Nominal 0"39,8 &qw(Han-�UnTaGI&I'ot Glaz,.j 12113V20221 Ng Yes No NIA — � .... ___ - . C.Riposit. Edi Fdoicniglass _-�W� D� Mlh'311�0 jnA1l_`KM!Rft I inuateAm-" - -- I I EMAW - - - I I - I I- �__ - �� - . . � I I I _ I . I I ad-1i&,S)tnsVnghDe�_4­, Xr WaOXO I .r -- . . � "Tiguratlons) It& E'61 g R&I 2!!_- 1)�, P­dl� Ri-I I �aku trogy PAP Dail =0 R."m Dalre Code M= 211 2al Date Ferolina 2& 2`5 zn 7rwrnaJnj Firien-C4assk aro SrrocUr-.1;r­ N"Inal 6&A3as9qLxtrlvr,�trrT,q,rjaqL;ot C,I�ehj 12nif211212 No ii`� No [Q�' T­ via"oon hil-ow'. curnoact E'drei i,' A .�". VAJOed lay "'A".0 li-Iftc-ell F 8'c AM MYA Agioria Awa 1 -.v . va_a�' 2I �_t­ 1, -A F.nur­ a Lk.121 '" lk� 2nd- yall v4dateri ,'I- i4d� Amll� L191 - - A29M!tlW - bl—.1- - am �� ieroct­ M=_ �i� maflL_ A U set — ­ wit"" ft �tw_ldkw &L"21IM-4 _ U-1- MAM-­t _Aer.-4 I CornposiLe Edge F�beogtow oc,v�lu Door �'�" P,�cce g� 19 TAMCl W, ding P�viiudc L Ur' '�ion Eden nobc,11 li­jnc� J�r'5 W IlAtZiAll" PG 101114,C)XI 0%�M)M'11 10A ZnMri` 1 v". or�' o­) 1,,:T,r.ird I F'.'­�j, '1020 IV , fr'*'rqcor0,'c abal"ont"cofl A1611rfoeil I Coy chiiino'ar' Za-i"'ry At pne"i lravor M k'ry of D �l� � 7r.K21) rly, RrI2 &2n tar2re7u2i, 'l W1 S'W 20 AW.-I R�00� Z1120 Fledge thole Figickilts In' 0-64'kaos J arev. L Ducker P E.'a ae'ov ki ljrk� PE )W111420 oRrs'.T20 iC,c4WZ 12ASQ070 Awoaol 103"Sickodes rin"ing,fOutewng 0A'cC cdogI ftclej 4171624-13134,ii RE- ff'T Iia i 0',4) 7 72-GiZ24 I P'Wv, r.-041'y tTAJACC, �: ii'l 3� "AllZi456 RE- NIN T 17 P r 1� 3 � 1­84­ ,Acamy: RoOng 'RvIR Irts,'"do '--�'-vry �O­Rlj t rl�j _11-1.1 ld4 n ZQ. I h s n7g. T F u F bvr�Claos[c D rrO r, irT io�h � Mg r ioxfgxnan,nl� Namoor %Agg) 3q4dfkn hriondiliquot �Ijszocr 12,'311=12 No Yes NO N�A quhcvkuroirr� U."g.le'-in, ­rn iiiiii.ot-a" i- I Qaeig�"Y:A'�'Cftnil I or 4go­" t ovN'a no, i - laoKaleariql� Rwhnur �vcv'icavjs II'M ire U, o.�irlfl­ "v M:!.2 4I jr�"jtcl I�o!rle Ago rg ltl,�'e l§j�jjff D�X V110"Sa"�ig, 0 ocitirfiri'm`0 111141"n's, !�'%Wnrhlr' Ror, Poll tram � Stbtrcevely Ro,iing A,,�e3i=o2i lo,v ., 6. � 7.11�ae Psj� c� the Rc.ftrl�Syclurl . 916'411itgfi�jl qmsmng�o'�tewgi' xr, (-,X or 0]li�o F1,Adl, R'li Naid." or. U­­irc 'I.--- lni� sr., P.1 "T lh�' Reol"lj �""'­ cv.v�_. Method; E-1-- Rl.00i *mn . . urali'ns) Po,r,,_'j Scvpi,einr "ov Citunrill o "hed: &,,iM.tion ��W- To. . P.M. R.q­'.j'W.1"_t_. .-T.d gimid. 3C zd 71n�nna-Trui F,b­CJ.­c and S,ro3gi 13�,8, ", 1 a8#3P'09q.'kN.�irnPWA&quii:e Glaz--d 1'2i',�V2022 NO vles r4o N,'A I R.onnn: R.a.irl�d i%,.h­t - � !--I P-J, F"e,rnhi Ena­ Ccrnpov,bp Edge Fibiorgtaas Double Dow with FLAIM&ASProauds I P"f��_-_ru E"Ir-1 1 3&,*a,o sidelibes (Iin"'2)ouMWn' OXY,O � �__ Do'houtatfoun) Q,uwvor A.— Aiminowd Fw Us& AM.-ul 1� U&. , mew -Ii, . " - t QUalml 61HEP-" Aam_v-d L01 Shio A22tc-SIMU12 1111 'm 31 ze TharrnaJw `Ibe,-Cl� �mf Smooth-StIn Norrhal 7&#39;0 &Ittotruo'l nriloantgquiol� Show 1 Z's I rx Y2 2 loo Yes No Nok 9-4 posowl Iii Wginot, W NWM proovol 0-2m.3 ci Lida -Aim a-, in HW_z C O.J,Ide NYN,r ltnwa!g li!�j,�­ aukaAmLilva tilarall �w L Awnytd [A lihilt DMI gIlAW, Ago - ,- - In lOW14Z ul 5�9 collards, wyxz Resilic proose'ro, Sw ,ss Co raposnor Edge Gloarid F-ouirgirica Sin gle I TAWC, R W U,d-loy-eft WV�V.) 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I - go �p 1nhCFWf1W'IIIoIof'oflN lh�ffli, �- -3 l:v� Yrs Ye, KA WA __ i I I i Florida Clopartment ol Bosinoss, --I. Prolow,lonal Regullatio'l : 1; 11'� I I i � Flivildla Dapgrthrieng of Bviigrog,a, 9 Profeasiorval Rogulabor r�' i cr I Honda Department of Su5irress & Professional Regulation 1�ae I al I I Florida Department of Business and Professional Regulation Building Ciso0l_ and Standards �:',l 'p 4'1 I Buildng Go and Stariclofds 'Mmi Building Codes and Standardss 1,6111a 1 Building Codes and Standards i � 3/1512022 Prioducl Approval Application Detail i fir oduct Approval Application Detail Product Apprierval Application Detrall if ^ . ; ! Product Approval Application Detail I W of I I . 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Parehr.tIriluZ vor,ugv*1 Rl�lvaidrod!gsel St ,in, Pom.HN riiiaosv] � Z13 I r M. yo� (im ),is WA -*--$ � Arch ited or a L censed Flonda Profe_-_�nnal RM4"9"�,�i�)IIIqw,r��top��,��l,,,�,11D.,�6 -- -_�W - &M.t gh.ke S,.ri Spit 6�..ke I �' I Soe-y7a� 4%.kv,oR.s6..r,p,S0R_%.kc � Fm;Pv�­FT.kv CtA � MV21112r Flol Fir-li PI-M-, C�A 1"!W-1,11 N'.' i4m Y­ Yvc RJA WA NVA WA 2 24 l3w 00vamized M.W _%­_ lovewitiv-1Z nr ��ot R,' Inicks i. PI.Ade h..-m, WdOcRun �_ruol#cl Gsli,anziol cr�el S_ P­oos relqct�l TY11C071 1,40 Yi,o 'ree WA Z3 ti 'A %100 � Engineer .1C 5---; -W ----.kc We 6­i, ze,, �" I 2T rq- Ew-- I &­1­ 'W F� - R­4. �,A � �-f .0 V­k�� - ��" IX I" i= v1- In, i'e. 1nR, 01A .W� WA PUA curmg t�y tra'do, to P,rc,k�- riuni­ Kini I a) : : FLA6269A31 : � � PrQducft 2U1W_6maLMII AQproved for Urge AmEgmL4 -Inj-Ym Imp= likel M V_.- i L.a- ��_ � kaly- TX -1 �i FMD � yit' NZA I'VA = 10 dl�k I 20-111.# Product Mixial ftcrcluiot Descranclou cignitmt RmAradov ill MZ QA%j0S dVH Resmi" EMssure � tj .) I I _Wm.bi Data - I � � Polyglars Rog"'Undartaightents Roaring Undiarg,torieritt IWI/= No "get NIA +lVA"1C'22$ M —_ i l 1 Poryclasg Rla,of u1drllls�ments (I'Aplglz� Poltirglai, roof arideNtilymerift Ior usee sn FUC lV2MG22 Ife is No Wi Nh� m� i HVHZ lourigillei � > � 2 i Pahlitiass Roofuratirlar"ents (non-HVHZ) Paywassroor urceirlayinterildS, T" us,: in I w2arx'.13 No F3Cncn-HVHZ jurisdictJoures "Its, VA -NW-e22r5 . AMOMMS k Q 0 1 i polygla" RW uncerhayuments (HVHZP P*01assr" urrerenrlmenti; tor- us� in FDC 12`23J= Yes Do WA NA Flo -id? Department of Bi,,Wne5s A P.-ofeb5ional Regulation P'.11 I �0 1 1 9onda Dooarinerit of Eksiness & ProfesSional Rov -Won P_,'sj Ficincla Departmord- of business & Professional Regulation fn� I oil %_ HVHZ iur�],.A� Building Codes anC Standards 1r:r542v_11 I Building Codes and Standards IM2021 Building Codes and Standards uqw.'i bi- 0- � 2 Fillyglass AW Undrila"CrIll hon-HWIZ� Pg�ygio-%S raot Undedaynnerl ior Use In ln3r= No F80 PoRn-H'WHZ jurladictions, Ifes II .4"Al-mb Product Approval Applicaborr, Detail I i Producr Approval Application Detail Product Approval Applicattion Data H o-;> 0- I ! 'I 1 l'ClYg1@9$t jk0Qr1Jn1Qq4dY-TaflU HrVKZ,1 P*g;lUe5,xp;v UNislaynnem5lor us�in FaCII =2102'3 'is 4 - VHZ ji-orisdioijoi w, HP,origass NO Nik NO, --�-..-....--...�--�l-----..--�....� .... �.��.�-��-...--.-..-....�.�...,.� L21z"z ...... ___-____-1 --------- --.--�.--.---.--..-,-,.�.�-.--..-.-� ...... ________-_-_--_-______ ­­_ 0 __.. <-L .---- ______.__ I rLweeq-K3 i � I __ . i. I I _. � -1 11 - ::e �­­ 11� I I I I I ,� n"2i,01 I I I , I I - I I ­� �_ - - � i - " ­ � � � I I I I . I I I 111- I . � - -7 � I I 2 PoliNglasss Rasfur,diRlayments 1nar41Vf,f;4 rW un,tharl enift, forai,e h IZ12WX214 No FUG nonrl-VI-1Z jurisdotiono '1?�% ft"A +Wq­6221 Q2ft Emir Re or 2!0391 Peetu V.1idaited ZpIo, pe"'diag -DAM IRE--_- "'I't I �(Zrdlk vi,ro.q ffidishiLL--ar AOL& E,.�­ A Lk- vagaill!ol FU PW 2ft rd*[Wouic 991mil�!l2ifilla LU'619=111! -0-a &,am" §Ld,A c-ox I "I eft-ty Date 2111 - - - I I I D'i.ft,mm altl! L. -11-- � I Polygilav, Rciol'Underta"ents (FfVHZ) Pol fad urAerlayments lor Use, in F8Ct212aroM Yes No IVA WA ims Y--S,-- Rwiz�i 2G?() !l1an _Ufactu_ All Arrienc� �­,, �T,o Gi�&i; C­'Uct V44,00ted — ima�l Mike 13.rb�, Fmnk L Ban, npndc, P E " T,-,�� 8­T P 5- Lubm Wed I �mR�' 2' ,20 i _�oi � MCA�ooirom4, I 1;Q , 2q�-, =, _ � !M5�2w" An""'w""l 1 Lmal -vol, :l)-u "Vm� &ZIM-1 r­d L-1. 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AEU,ni In, '_'_ �_� "Vels J_ 3- W1, R L­ St000r, III, ij-�' FE , �07� 502�� P*-r��111A �7171 211-0454 i 11 SI-n 7 11 I ,tla"­e 11PW_1Q20 -Te­1 Virtual Review AsSist, Inc. ) __ . < (1) I I EluloC.teg.rr T­ Piet— oornpllwcehreiha'�: E'sivlourto Rep'W'onni _*,denflm' corri i�� �' _9SIND �F -W SuibCoftqcry, -Eog"erM _­*­ 0 PgMz.$4VtlOd7E-'�N�lt-l�*Kllf�--.. o"' qacn"'G�hr, ­­ tkobcvo.pur­y� scrg, Co -,'!a-. veltdd! 2,01"M c, R�con II'M A ��-'.'I_-­Qv.h. 665M Plans Review completed and approved = __j � i ProcRict cialusl[kin �ftrffy "cilwl i;.,.h- DIM, llw­, F�,.Til,,­01�� :1,11T.: i,, i, 1 ,­­J rl,�,Wh � )roved for Compliance with the 2020 FBC 1 i7 I r 4,121 a 4"t, plixtilcip ZL!0D11:4tL1_2AftU l�i� rfev4orw onilme,ir t7hEd— 7th Edition ition Qa& Aeltur� &W lcood for Use &S-vid 10, Q s. tMetial ry-tw r'0jc!j'R�P'.dj'aM by Debra Anne Ktahr PX2300 0 < : � imS Itpidjet Mcolial. 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APAB APA21 , APVA211, Al Ar-,j'Ai8 �, I I Cluid,-,r I'l loys py�my_ - � I - Cll�� I ' Sly 714 CsyMC1 13 ­ :L�-_,- fled Shm.T� - L 11-to ori Themigirt, raye-frOU"Thun" I.-Ryailabk-i�p,��Nid,�INsfa�iig��ig 4"Iff" to �%- t", my � sorr I 0 = -9 �;: ' ' PSU'l"'r AP164,4R, ,i;?VS05, APISIBM APE&��.' APISMIR, AIDE1011ri, All UIDR, APVU,141, *illtl�jw�,q sci�xr,rir popi Daliles I 1 __ - 14 __SiT.", CS-8 Ss , ___ L_ v C� - Cueed Suntro 'It, S " a ft d n in I A , Tax I, I q I rw _ hit , gliorril)-ill W = 0 LL_ = - FL#9M-RS APVLr-IA4R APV�ms Armi"- P AloWimlixii -'­""f3?Fqr 4P431n10,A'1!pn,1D�i!R 4 I cA-o13 C'StgroD Cried mirplom .3 i L�:;Ijnl, `&SgA� LnUo g3-Seet . n-,,-,'4 25 Sel - . - �, Fisce-mixuri, hainge,all - 11 L� I ­_ 0 1-0 A - , r , 11 , Jil A APD-I 4, ;PL;rr�1-5 AoISj__2Lr 6, APv0j- -4, ;nP',`jj �ZR4, �Fii _n, 4,� 1 - I __ - t ,_, - ­j,.Ion, iii.,pil i 'll"pt ,�il 5 C,T 1 621 If r, ,Tr­,p:VhTiW,T_ehxy1iTn -- --, I- - ; _`r __ 14 LU214, LU25j �j L 2t�i LU;210 I Fal trol leavers , Il ,V 0 > Selig * P rQ d set M2dal - Nual bigto-i-Nartifir Product Descrini APIvI0,72FIll 6 I rhz;p, Z.y.., ­� , youi-irt It, Plate be 1 ry LkO'�'-* r L -I ll:�21 S2 FiTioe-sn"n.1 harigany . U) = ill = 0 1 SololizDUB ouW001 A-1mil Giol-p-tirl, BUITTS, - _` ­ ,1� APi!H4%T1,PHiHuyR Ainks-ijill APHUISJOH r I I'Diti,ioo! ;,,�Ierl reiii y I I-OrfriTv _. L -F I I h1i H1 '.A, l 5A, Y-S, H15, 117Z, ,116, ill ­1116 2, i-iT,5-­S '' � Hul-Imaris, � - I . his 16 LUS ma�es lftmm3e,­s - � F,ar�e�-mountharigei5s.�,a�Wbieln�yed,�s lainigingfrom 1-9,116l'ito 4- (3) U,, CD I_ ,+_­J Oil 0- 2 oril SD9212- SDIOI­I'2� 3DA"=2 IRm-w-i ­)l I- Sri CarriecloT ,,koeiv 6 Ali All APT4 APTly A�VL.� ?PV: R Aiii ?T'P'J­i,_r - - _- .��;%4w,� T! ­T,Frr,� �� nr��i r �-�,,mo-.-tS_C_oI:_:,ly, T--�,L 8 I f4t',T xL AC'T.4 H,zl CA-v­TTed-inei ' silly' andbeights langing from 3"k., 10-15II � - In (Z U `SDQ112SS� 50,i - Vsong Direst Sri Ccrinsectol' Is-. Screnv � f I r, A H21, ARLI-2141R. APU-S5 API_H�sl xi� J-21il HPLH2I:-1R Ii Cu�x�,*:' ,y��:xnfrx� Lgtt * 21-gIrti I I 14 i III - CaM I Ts 17 1410IJ&63-SID6, MGU6.25-Sl MIGU5.60-6i Will, PAGLJTM�M-5 Face-imemilit, inargers 12 , = Mi +­-9 o- 4 SDC'F224"A SDC�_2251'? SIDCF22014iSD�jl SDCF-22rH,8� SM(Im221(flS, _ mh;ddg.DrTypxSD-,P Tprilper,C-I� ':oici-il S - IW z - brick Vrilpy'r,tri pidi Ccjunywrr'�,, ,r 1, I t I) I _ �' SI_i�'� '-"� '_ �� D � i- _S_ - - F_­ qy -1 4 . C - I� -S nl I Iol� I r Hi�yy� ,r[ H'_ ii� HIS�f*nj* - Hpis,q Stud Shw- 13 MIU norl hangists Faye-srieurs xminorts Avatilhile, in Wdlis Hill from 1-0-116, to 5- - - = - -0 - C/) � - ill " 5DCF22113A,TdDCF22!ZS4 SDCFZ(iS58,SC(',F2M!.fg P Cill T�-IgT4,` UrTnce@xT,'Jl EMIT ITT I T pill, I I , HS _­7 fiz� -1 lim7y VIS-LII Sthyl-i-t Shaps 1 Am and heights fariging frorn 6-11 51 I -6" be 1 9- lil Ho I bX-PI SID'SP2251-�.P SD] PZITX,7114� SDGP22 1010, TH)C,P2265S. ZIA)(;P,221�f I 2, Slrrar�i-Dr,lrri Si -r ribly,-Cf-I Sirrekly _AJALI'LI , sin" I rn �� L L _4 1 D C M_;7. C;Ty? _!T1rW7 ,c IrW I_�I_,l - I �� " _. *L I I H_'��Irh�4 H 7r�, HTS24, HI S26 I-f 1 �Q, -. _:nX' Hr,-,T-'v T�vt­� sil t i I " ,�, -S) .MUS of, Mil its 26 Farps-pirefrivir hatingneis. ' SDir,P�21ICQ,SXP22f13A, SDriSFig?1lpR) 1 -� CIA =1 a lin;i: j�= ot , ic I I �' - i I `�Igl TW I �I�� I I I E,, Q,r,`(J K I Z - , - ti-0 �'Y , ,"S �, r " , 1 o_­ Z) - ­ SU C - ,; ha n seireF SUR S1.)f NUIR- I ,,,,rnle, Slil wi: d flpirei�rnoulnZ harl; ae­, a,�Imblhi Ill ,vidits ri'loging thipril I _r IT ,I, . 6 SDHR�740f. SE]HR27614, SETHH3 1 400, SgHR.31 TIT 4 SOm or g qJ trTL,xii5UHR t �Iilmbo-Hftad_ ,'koynij Ii" us Di Wrillornp 14 �. r I- IT UTirpi: Four Tie ArcI gliII18'',to Sugl`16'and hTyqHrsSt,rrl,-eTfSrTi 3 IVIIVIny 13-114" I, ' - S f1 S'2 51 I � �! is D S'2 5 1 3 4 .;; D 1 E � 2 6 2 0 Q S, I I � �; N � 2 1 2. S, Ill 5 ? � � 0, S 0 S M 3 I _2 � S DS; 2 �A, I -1 _ Srixorg-L)nwv SCS� i-fe,irvity-Outy Coorl Scons, 11 "i, 1, I�C;4 T;: f.:1, � - I x'­iag C, p", I ix I I S: I I _,STAII:2 I SITTI 11 ii t "51 A I 8, 1 �z 1 it!��j 1_5l A 24, i ��; 1 A J' x0, LST A36 Stf�l � Stfaii Cap losaxed flange vandion ( r­ 'NO Sull ava lable flor all doub, h SDS255XI _1;rp13q5sD0, SMizr580(i 14 Plisl Q i � n I i i cal c rl W PI 1, 1 4 Tul g lim" I s I 'I.'"[ 1,41-I LSI I I I ultil r t `.iii P n 'r 2X, are ,IX modislil Oil ly aches Sol _,Is in pornparifiled 19 Filly�mT li'lpus, s0S2!S'.0dSS, SDS�S,21 S;8i SIDS263,0014S, S mQ5312S,S Silmn - -g-Dy'lie $HIS --*'w�y Dumi'minnel SS anni-W 1 5 r',2 C A I I�,,, " ­ I'i,smI Aril­ii� ,I ,,- I L T 111"20, L-I 940 'i dir �i in , S, IJ vies Imol.nis I Frine-tri Ill ers zi-sabill V, onf`fsp Flinprig ffor7l 11-911 a' to, - 9 - - -17- "'DWIF2716 11:�(!�vv�2,�lI"��,0:, SDW,I TS'E70i _-G, SDIVVI "Stong-Drive S_SV,+ RI___otS=Wl Screw I 5 1 " H�A'' H�2_�"Irl H84 H'Hll,A��'. Hillis H1,1 i­x�',AVI � - How -oal I ps i J.� I I TSI" I I L ,,,-,, 1 tS i i �s, I S, i . r520 g, �IT " L g ill I 1,1 4 ' . _' im, N" and heigift rall ifn _q real 2-sra" to I I �' io' , Il 1: (:,rI f �L' Hh2v,_ I--loni �,�i4 T5_ ,I i? IsCi I " fi,SdL­-�tl Thd�y,'�l 18 k2H4 �1- - - Hzoznie� Haryin­ - - fj - -T3 ?l �7, Ill -III IMST441 MST60, MST7 � --Tral Sp � -, o py FLLM,W7-fl ,_ ig K13SIZ hi­-Iota� - I �M­ y"A - I MSJ A!- TTISI AIS pif��',A`13. TAS 74,21 li _' I T. TA Q, �, I AT.r' A_ -, , 1: LIST Am - , - A s', IS 33 1 �I I � in%- Stylici st'sIl - FLM "L?- go ml Le'), 1-50, Ill LgD A-ig ai­z, Sm reST11-20 N157holl M ��l OZ2 !% TCIO ki Sitaq,nistrail 4 jt�L& ProdludidI NumIbor or Narro, ProducIpese'dwittlon 21 LCE4 loiti-,� C, a p Zj fill ST C-4S r,3, di ST CM 6-1 pi�r­lpllmr, Straus jW_9 Preigaid-Mg-dilIL-Nill Ir'n O Product Exasirdepron 1 ATRl ATR112. ATR5/8, ATRSM Threaded Rl -_ LSY, Ls5D� ILS7T. LzX-,C- Skil Is I i A ,,-,. ­_ 5 - 24 ril 12y, ri,�Tj,'!S. el' I _ �,,A me, ll � __- " Sisal Stllapt� "' 1 BA oteries he nger 5 Top florrigis hangers avelable in wroths franaliffif - - dom 'I =W! R' im, 7- I 2 ATUIM ATUMI A7.3i AITUDI ATUDI ATumd4,ATUl 2 ­_ Alluirtrium Tid, lip Dityke r 2s 1 1� Adjlpjxpxb:p �" .,Jxj�[r gihfrxqt�ri� Co rk roichor _ I � 25 liali ITT7 IT is, IsITS1, d MTS20 le-iSil ro-&M WIRSi3i r OfIrd ill t-n,r,N*,l St I rj IM I and hileg hits ran, 9 In Of frolin -7 -1 X`Ao 3i 3 81�epfh�2,i i;;Fil.,2� IdPiigy3l, EPil 3F11,fe,3 Bfl�:,Il EiMyI-3, BfIyRTJWL,4 BearaTig Pases � 4 ­ ,� ­ LSW2pU� 1_1�,,JfGv-pi! U-,�J2151I L'S'_4_'S_ .-': r_-S 'ISILS LSS.[IT07�Z I Adjustabile h, okillerger Zli J_ ,_If NIC-iiI 1 ,5 1 ii, NGAW 2� ' -1 NUASS6-16, yi J1 6. rTUAZ, 1 2-1 6 I � Z Exidi 2 - DI teries fraingerst � Top flange hangers avaiable mi Tindiths ranging toom, 3 5i `s37 4 C%r�t-.'3i8.C't,Mlit2f,-[,TOr-,�8,CW.n4z,C-m�--,�'�.f/,7,C�,�'Nz-�14.5��8 (' ,oupkin , Thrie 25 L&Sl LSSry`�>'.',t_S R73�71 LSSFI 1 �'SRI­i 7' USSIZ41'! , I pidiiji,iol � I I, . rr .1,,,,,,,,,�,,',,,,t_�r�,,,,,�,��e. torg, 21 Rf-Ml RICT&I 1010'an M-al li�r'aT,�c[heig�it5rarl.g�n,g.ffo-l*-J�14"W2it' s- � � CTUSSis, CTUDI CTUX35 CTUll r-TUf,176, LCTUI CTUW, , GI SfDSd 0TUL97 C'ouplis; Take -I Lanviris 25 I LIFPZ -1 0 r1fayl, iy;f RinpiS, FIIII-I RFi P e PA R- F in te -;;;r-A p 3 DGF Trades hangets T., op fifines hangers pinalso, is On aidths rang ing fron, I VX te 3- z CTUD1sd,C'TUD99 2 27 "., A I ML252 Wil ML267 1,11 &7 N, 2 I-7 A,, �,, e III, 29 i Stud to Plate COrnee-M &V '' a ir, d I fe 9 fit. ra ri lift PT; I Tr t ;l: m I - I lil to 2 4 " . 6 ii NA., 1,45, NO Heavy Ham hyde 25 .1; W. S g Rost I to Ll­w Hl 'O, IT LSI 1-1 $1i 14 SP6, Si ,-;to d Hatim T o 4 JDGHF series rafngli .-,Dr,tbngeh.��nqetsava�i'.,M���e pxiTllfJxiv�irah;jiro from j-_3H"Oi . , Sr r- 7 FITUD13, Fix F I RTUIDA RSJD4!F3 FITUD5, RTUDIr, 11OTI.JD7. Rl Ralciriptang Tappil Uni Ire 29 U11UHIC Mr,'.1.2d lxyl,�I �;0orc,cliticT ��l Slvl_14� ,,,�Ptid, Sl Hiptif, ztud Plain Te , 5!811 and I.6filhits ilingoo Ityrn 9-I,IX'mr 74" � 'r 8 T U L)9- 7 ��gl 1 0, Takli, Saivism L� Is, 4 WrILUZ, ITATTOLUSS-Z, 'rippilLpi fArg_Il lihit,A-A.1211) )AAAL01211, d9il'ill I. yAll I I Fa-e-bintint Har, lots ".Q S$11 v ��,.U,�:, H55i $54,5 SW a I.-topa � � ESI ml�'7r EGU haree hadge"i Top flange hangers sivaplaoTir In itidths parxi 1,ho,rT 515-IM"to d- . 9 TUIA96 rassi1jiff'Olpasher 20 FT fg�Ii,fs, yr,_mf 501r1riurry �'A'Fri "S, r.., . I ST11, 11--"T lr�,`, "'I"T 1 H 'I 1 22 S, 72H'T R [ 2i ��Ir sM' - '_" "' ­­'[ � S _'fG1 S, STul-4, �-T (32': IS Sitrzlig ir, StrapE, _ ing fio�l to 11 � I � I I TIS" and 116ghla ran q 11, I 0, (.I R Sr'? 3TS" Uplift Rol Run T eypol SM in , R2 PST-3 rfillrg He-l-,nToli ,., I I I iSi ") r E.S I, , , "Trix LqqI �� _ 1 IAZ(, I gSm, I a 16 HIM ­`Afifi -,R,y'j Ter,sior yaldging & IS30 seprep hangeri& Top flange hargiesaiTymWI In Toohim rarging To, �-6ixl'poii_ 11 URFA 'j'21" Uplet Rod Rhin Irsonshm, Sysiern �5 RT0227, RTS421 RT,L-27, li Pygid Tbe ',_-z,r;rPcfrT�i;r S5 Tisl `n1l TSTS4 VNI pred I il p 11V ar"Jilengtitscipinging irryl7il 1-11TW'si 32' z I 2 Lf RS5 &'I$" Ulpfft'iicci Ri remitann,ley-4al ?14 ymc ll D,C T�TC;O, I I MV, 36 K-, I VCM4, "JG T j. Va'.1,41spir"IttrT, _'tivpx`r�v�dr$l I, r."LS."wilas fialitilifers qatids, i;ang-us evaphitei nirnitiftry!aniscrts Iroun y 1hr'io, S-7rW ill, (ji"il sH r, L_ Ripill TTIfedchiln sisommor 'lef P'xid 1 ,s�, 71ill Tr,57 Txi�ps jack r,-I,,, - 37 VIARI 06 `TAjrFII06C% ii'll IM, TIOM11210S. Sir, 1 43c I 'Sell Islarn ILI ,and heights itangi there S_1?7 to ?K'� "Hi Its, ZIr. ZA4 IiSre� trencrG - 1, III 19, erp, f.fLp V serel rangs I,jp�liangehangPfi�rg,4�t,--Rble atizolihs rpx"@wxQfom'3�jfTl 7- I i3i'lifirld heights fir,mi broarn I" IS37' Flegl2MI-E& ELMNI-8 Q i 413 her, ims betiveirs T cle flange him gets p-, arl Tea in venthe lying It V. frorn 1 Qxrl 6" to 7- ,FL,#j04l - , , 1, 7' and hel Ints ta ric Ing from 8" to 3sn §ta Expel I ft9ii tli ber ll Name Pi 12=018120 Seq A FigpluclMiddel, Number Qr Nartig, PrQTOW Dialecongog �, 0 HISLS sl hani;iei p, Societe farliquirsavarsixellia in well ranotrifir from. 5-1titt" to 8,718" W I i Holh=dcriliv, Sell "A Prod Oct Model. Nu xv be r of Name Product Descripflon 11 � CRH'_13�6 5, C'lpll 37._7 6I CBP1g`ijdl .41p,rs CorzoaLid hanf� and he�hts ranging friern i0-1dy' I 2W I US10M, HDC10,T22 Hixk1nJ-_-1 I PHEP , All-rivstable Hp�Erl CCU'llunuill - - Liu D"U, (i UFF solven, he roinirs Fac-e-woun! "LOU �_'Ki at�d Ten %it,ge fL)l i�a�inptn%, � I I IS HQIT struses hangfiny Top f ig.nqe headers iavyi1ab Is in mildtfiss wig hu hall 3�1 All to ilx� _ -1 4 H DOS, H HJ'_)Q I 1, HHDQI 4 HL7)L)2, HDU4, HDU5 HGUB� HEI HDLj14 Hnild-dovin Hold-donail 2 3 0'917�2 Sil D­!g_"_! - SD$6, 1)GC5FZZr71'_-, T, DII -, Di,s* GT�f� ­1 Diair Sti Cinrinlycore Sol c Brac-2 m-liurecto, I zir,aillabs., Ili Wi rariging fromp I -9p IS' lo 3-SI grid r1pirk-'s V.rLgjrrj - , Ti`I_ifog_j;t�' J� n3_1' . 1'r I- syle" 12 11431. TV settee he ril 74" and thm his Ire nxing from T -1 r2` to 32" 9 � Tor�fl�3ngehange(savL4;LL-ib�--�n-ti�dtrlSr-.nT.Tig'Tory"3-4�l��t,�7r T , HPA28, HPI Stripp-spirle, purlin aric-ai 4 PCPI,Z�1. �-ISPZ HCr4 Hip T-.�,l Plate y Us ,_� � . � FGI1J__1 es-si FIG - 2m_SDZ1 tj� I __ S-1-s LIS H Q U 5-62-SIDS, He Ls"T"i Sir I $ � HIST (11" 7 -I- F acel r ri au n 1, ht all go I -_ 1 16'' and heig hills Ira P. g riq �xyl I 4" Im 3S' 6 L57 Ii LSTHDBRJ 51rep-style hold-disivin .�,, - ,� 3ol) ITHIRC2-2, 1­fHF?C,42. i-+IIpC4'Z-71 I-TIRC;4iiI W, 101[?'�-;44 KHRMI,�Itl('f 7i':i f'IHRC'5 r", To Hpz'r', Hip I ni Rdue Ca il ncclon; I Scis, t-iGURI�xd­SDS -.3 H IT on ne ir IT mangers Top fluIl. hangers awaEphim, in Totems ranging door 2-WIl I Mi Potin.dattre, ari,hor snary I-WIRC66 4 Ill coris. hangers serim-mounfroinciiii avaiialble in didthe ranging fro M. 1-tV5"to 7- ' 9118" and heights; oirl Intl Ig" fo,26' I It Wnl HyPel ; Six ap-Tintile up I apirchor e IIRT7.il il HR1= HIP Ridge Conti I �o`­ and hism Ints ral, lil firtim -1 _S i V be " _� 7181" - � _F 4 H- iSTr mili,los ratil - - � I up flarsin, jas,l learipers al,xxiable in ,itinflins, raing ins frDm ii� 1 M" to 9 PAIS, i PA2S, Ol FA51 r PASa SiTap-stipe puriin anchm - � '28 1-hi LRU LF.Iij210 LRI Rav'r Harder - 5 n U ) I HHGU5 25-SDS, Hill 50-mil MI 3 5 62�SDS. ,4rill Ua-1 1i I 4�fj�S'3�. I -_ Face-nnoryint iiall MI116" and holghts ririg�ipo f,irri 5,54I n! V3-fl - 1D PAM, Pi PA12-3 PA135 , strap-sthi�e put !in ar-cricr 0 1-StJ2C'r I­'�_�U26 USSUZ],O Lil Spoposbilol-Honiable U f4iril � H1HGU0 UD-SDS '115 HUTF I pi yloneshal-19yi�, _� � lip Tlarsile hangems ava xiblyr 1; Tredthis rarl,�'IIHI horn I-Sl On '5- " 11 STHDIO, STHD10RJ Snap -ell hold-dowsm 9 TRF4, TBE6 Tonny ­ a r -.. ,,, if mrinalroPt 6 HHUZ1L,,1ri>2,, HHLJS�Iil H Hli 0-21� HHUS46 HHUS48, Htfli i D� HHU=a;��41'1 0 ranm-mirl lyarlan�� lo ardheigints mirgi-og Timm 37116" lid, 15" Cnriciralind Norge I 12 STHD14 STHDIAR,I "Strup-5tyle hold-dowin 1D I G 2 A 1"r- 2-6 T C2, 8 Tril UP PHL:';-,, 2501D yersiont IS � fl�, I F) ave flablefir r air rosdim a ` xh,,jnp Toldith ague! 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PPB44-dZ Post Basly 41 ;��r;"��,w����"�:P-,�3'12f',�f�IF3� f',iI)Ix`,fl5225I?1"iEEj G�,w:o�,- Aixwar IFJ�I,tulaj­,,ol�,v Swri,N, I USSI m D-SiSCH48. 13SLISTClidel DSM Fideassit'raming Dnf-i StrutiEcinneidlor I (1) 22 RPBZ Rexti,ok Post &-we FL*1 3812-11M 9 ,S.D,,M�M009S iSFy1i,TS274,`)-`)y,8, ,,SpCpx%OS`7msl SDJY,6�,,,-,IV*SS� �-,��y��l,�,',Il��p,�"��CIS;:,-�', ,� ,)Vi,*3z7-(1Ggl SOT rx. o � i-) p h, hi S [iiii) fy � I :A Ill R SS 64 --pii 2 F G FW 5, F C 6 4-5 � 5. F C 8 4 7 55, F C 8 49 5 � PC li I -2 b bysess Framirg; Flbhsn�Cey Dwrolictior (n , !g)T1:T,,,G'i,20__G _� - I FPfASn34S10167 FlPHS,E,3481010, F?HSD34f110I&5X FWP-Smgfy!1214� � #X­116and #12-14 -q,cjj,g D,,Tm FlicHIiI TaforripgAci Set. SejX _ M ProditotMdep NUMbI xOM Produal L, ch or, jl��tL_ ,� I - �:r_-vp`f1'.m4-1 St,ino-Dr.livie SETI FGLE-----��-Rrfil Sol - rPH,'-S34SI2j4� FfdJSH,'j4eI` 4.SK _ 21 offilli Tapping scravc� -4--i I ILMNIM __ _ I z _� CMST12, Clpil CNISTC10, C�5114, (711H, 0315, ,,�S,213,(,SM HR96 VIRSIB T-11IRS02, PHA6, FHAR, 1-ITA12- FHA15 f-HoSS1 i HI ii TISINS6, C'nied straiii !-'O 31i fzI.� il:�p l'17 gmi i- i - r I, I,n _� � - � I I,I u � do I � An c e at i; 3 Ty y , H a a d' ii Val ,, If o r 4 15 - LSPC,2l �S USA(mi �r i1scCli! ��1 See 25, Sl 25 SFCG 2-5 ,r2 ILIS-974 2ix LSSIC5 25, ESC-2 26, FiFd,'pt 2E x5,13CE 21r, Ni ITASECd 25 lasses. 'L-, SMilyl Framing Con fortuff, r sleall Slip I C-thirwr--sirs 0 CD 829 _ . l E . P_ooll MpgdeL NUmkilill oll Name ll FSA Email h1al rouriestion Anchor 2 ixf-_zTl This "ligiii, tys rl 7", SyijH i ��:" I: I enipSil � � 37 SINAST4a W'818 l4i fpTiZ4, 1-11,52il HTS20i H 1 3317,1C - - Fifravy, Tvil�pr Hti,xprz, limpl"5361-y! 0 IsISSIl 2HKy`xL FAS$Sis 2S,Kf,i FiCIell PSKIM 5, R rKitfit? 5 Rl SHIM, peonvids -.-,'-zr . - Hill K-Tea Spoil Conver-Ii = III 2 FRFP FWL illyinniff Fou'dalssn Pins, 4 1 nTA,r'!Q I Ti L STIKI, L �. 173, MSI f-1,;TA12, NI MISTA' 8, AISTN2, 1, NIST A04 Six spiG 43 r4l i I 9, I Sl " 7 SCLP,13� 5, S)CRi 5 sCiWe ff� SC649 5, SCS-41 1 5 sW.- F, 411 5 ITAW,847 5L Failloviss Fromimil f3firki-Clip Connecel L 0- - s QH46-$. QH4l QH46�er UH48-a, 31WI". G44110­5, ISH15�6-6, CH65-o (:,H6,y 6. Ghmil-5- 8, G H8f, P�6, G 461 O� 6 Ginger hargill L Is - �� L 5TAS, L A,,r', AI 2 i L S', f Al 1, . LST A 1 5, LSI f A21 LST AZI S5TZ14i rsTiol 22 pil -, 5 5 I I I r - - I.Fig 161­13'21 81 Will �15 MSUBH3 2�, , � = _ . Soalms - ­j: ��, v-v' �, 1. 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AS 1555 ASI 8SO , EM90�0 I 11001 18 gio Tf usa Plaisir5 11.1 9 S��Zg:_1611_4,r, SCS61`11_61S", SCS62 6e i S _14C-!.-z=;-:-mjl le ex, � vifift M , 1q`mV,?15 1 bypariat FramIl Omn inerldir Hriad-ulf-Tegatit SWer-Clip Comil.e.otof I I I- 4 ; r-Lilill 01.8ner Upeil 1i I-X7A G-1.11573 0i GLeWTU Usdarn Sparring FOlL - ,r L11on, i ,a Later, I rile PI te I AS 2 X-1 �� 2ij oa I- S Ti �r I E L_ In, 5fil ,3-� �I_yl I .Am 1I 0 sirldl2m- 511Z,110_1�2�, rAz*"-.25_ ol'54�10"d basel Joill con Frectioni - _ 6 a GLI GUILT6112.,SrLel OrKT516, 3L.G71l Orkill Irr-LUA, rx3l 111GLUC. �Kill niulial genring FITIALly Hisaw Glularn Ispearring Plate il 0 i I 7SI16 [TSI�� LTS20 NISTA30 fr.pz_AZ6. o_13Z­M SrdaZ-24 ST9, Sri2 s,T i5, ,17MY_ TgsT C2u, III C_'j,pr tyl I_d1r-­jS­_Sr,ai,o � I'Tairs,54ang 1�6 Via" 1 I 4 . 20 h,1_ A :I p 20 gip T I ums 17I Hinvis I is ,'.Im liil.r.ct 11 1 1 2_ Ssi HLS4=T 34tB1 41 4% )l 7-W-11 41- 4 Bypass Framin, :36jon'.3h, enutConfriecti Al Stiverut-Drive XLSf I ShPuldeled Ser-Dinking, Topping 0 L_ M - � HGI JiGlill il Mewy Glither 1gerriorrot 10 OJ$71,�66, N1877S, S78235 Six l S 8 I - i 1 III 4 g ;ii, 1, � ­ I scir xyl " LIJ C a i -, F P I 0 � S C, � R,,, Univerom 1 "sUnfimfon 11I Ill � i Z ' 6 III MISM, .L,17F,124G, dy`S�m)C ;l b Fn --jI Soon s 13 ,XO 1 S�l 0 1 B. XO, I P31 01 R_ 4K X C�Tlf S I 2) 14 YG 1 81 21 4 �3fr 5 ii, era-f 8S 1 �2 2 4, I 1 224- ij Ill #40 16 4'2-1,4 and ry-, I�24 Sl Diry e X oxii Se�lt-i flil :�E = 9 pJRFP U n Is area I R stroll F 0 t I I C1 cue I 1 P Ifirds ­ I � ,.'HI !Is, Sill 81 oim� Sm, s,6`2 37, Si!321 5,3, I.,IB2 6S, SIW 12 SIW u&, sic-1-1 Tia, �_Sl,, &-., 5ITH412, 5iii'l 1r,,:T,iTb5 50 i 7 UPF131"ge "Jot l7m'c2sl I rLIM IT 130..0 1 XQ11 14i 224 X,`;I 1 4Rpi 5K XQ1 1 2S.1 224,, XQ1 I2sI224-2K )(1421 -,16i L . XiSICITI Xlr-,"O�R-4K,XII,�l�",,14LXIBI�l�4�3-�K � t ap"Ing Screv", I 0. < (D '13 -';fb-4.28, SIBAL12ji.1, UBiti Sill 1'2f'12� Sil 12MI, '_TTEIA4 18Tb, TzOEfA,i: lxl,fll�� - ,�'r,'����aFl�ic,,,,.,,t�-lan,,ie.�'i, I �2� FrR�isqtLOGjaijivnib.tr.-QrNa,ii!, Product 225cli __j III &�BkXr'l Sit �, all 15) 1'1 SpH I A � Hurr;=,T-,6 -, 1 L, r 1, Ell _I ­ �l " q - F � �_ GA�� "li :1 iTD�%'�!I,Dl, C,L)Fxp' il CIDF'pl�P 10IJi I I Tpi '�LIC '_�o �'Tjr �_'.l IDQ ITH 'Al P�PAT Pj­;P,rT LC 1pitil PrIvivD, riii-I.TTIPAV, Anliorlrl - I . - ".i i'll __ CC -C t nty, ­ � � Is a A.'r-allin:1 foltil vl "ilteerfollori - - - I 1,"1ei7vx,, 1111, JUN V I - i 2 7 ir ; 27 < I 5 I 6 Sill-Sil SIPH01,11i 84417)110S� �VH�D!LNS S'll-IDISS. SiHID15a T?i-1 Lit.14i, S!HDL'6, SiHIDUR S�?HlDufl 1 knklkwms Hislim-'wrl� PDPA, PIDPA X, PrIPA i,l PITPAIII r$r:i1AiS1__1l DIIMIS, P's "ilir, L_`LK. PCIDPA, PECI DPA P7PHA!, rYTTITA4 Po,,,v,1Qv ycluabuLd flitemn,ad siTilly- at ,ass-Ti-,its, /\ __j !� SliCJ, SLiliXT Juxil i lanxi ill"': 4 S,_ I -��G - - A-ressna n'no-ic 'ol ,le-e I 0- IVirtual Review Assist, Inc. I SHEET NO, I Plans Review COMpleted and ' 1 approve 1-r- KA____ for cOmpliance with the 2020 FBC 7th Edition Aft I I by Debra Anne Klahr PX2300 � March 6, 2023 PA ind- ___ - ___ M=M ----------------- _____ _____ - - - . / I"M --- - I I -I--- 1. I � Ill , 1), ,I _­� I I ]it ill Ili. I: . ,I I I It , I 1, , I I I 11 I I I I I ; I Cn _M X > = 0 ML4Afl-D.kDECOLWrV Ali PGT Industries, Inc PGT Industries. Inc. = PRODUCT CONTROL SECnON 0 0 I 1W5 SW16 S 7eet. ROM12,08 Nl)l 1"fit-E Of A0'-,'EPTAN( E: EVIEDENCE -ST-B'NUTED NOTICE Of ACCEPTAN `(:E: -EVff)E.,VCE SUBAUTTM D QL DEFXRTNIEN'T 01"REGULATORY' AND ECIONOW RESQUIRCES fREX) 33173.."474 01",�%,C E P! I I'll-MUNCE SUBW11 ED BOARWAND CA= A D-1t,11NISTRATI ON DIVISION NO"M :E of ACCEIPTA,NCE, ("NOA) 1. Evidence stibunittied ultidet previom:S(1')A D. QUALITY ASSMANSCE U �4-1 Cn -L- = M -M En FGTIndasti iw laic, A. DRAIII-N(I]PS (C0111h Itled' 1. 0 -0 s, 1070 Technolorr Driv*-, L INIZ-11111faCTUSeTIS die diaw-tnz_k3nd stl 5, Test report on 1) Air Wiltration Tes4� per FBC_TAS2`0_2 91-4 __0 0 0 L_ 0 North Venice. FL 3421`5 ISubmitted undry NiX4 No� 11-010 04,) Unifiann Static Ak Pressaille T .-,nffFBC,T.A.S`0)-94 E. '_XLkTERL-kL CERTMCATIONS SCOPE: Drawing" -No.- eetl_l -NID Sh F-B-C S A - - F -94 ter - lill Resistance Test -pa- _TA, 20) 1_ 1. Notw AcceDtanic. -e of �e No. 1 28.14 isst;ed to Vision Exuusion Limirreed for their = .0 M C:) Thi5 NOA is being issued uniiier the applicable ruless and regulations 9 governing the througt2lof"' 15,wilhrevisionAdated - '14 4-- Larve Missile Impact Teg Y�%ok�rFBC_ �LkS 20 1 Rigid �I-C` Exterior Ein-usions for AMindows and Doors*'. dated 084 3.45. V) C:) > E 0 documentation submitted has been reviewed and accepted bv Nfiami-Dade Couwi-RER -Product Coutml Sectiouto Wnid Presitue Lot- �mucr FBC� TAS -103-94 expiring On 0930il9. cD be veli m.)1amiDa*C-_vwq aW otherareas-wha-e allowedbythe Aiaho;%r;H.TnugJuriiA&ctLcu (AHTj. Ff1r,ofced Llfr"Tev� PeFFBC- 1AS 202�94 2, Notice OfAcceptance -,No. 16-020-08 is�,ed to%`iston EximstonLialited forthm ­VE cf) Tits,; NOA sba.111 not be validaftet the expiration date statedl be loft, The Maini-Dade Couitry Woduct Control Sectoo B TF IS T S drawm-gs and hisi.-Wativa diap-rain ofviaylshijaig gillass door.pcepmed 1000 Tart _202 and Whiter Shades (Non -'White) Rigid P1,"C'Exterior Exitusions for A (liff ?AlfianitDade AID (inareasotlier than ali-aim Dade Clossats" leiefve the right to have tbli� .1 Tesi repo)irt A:ia Uaufonu St-.ftfic Ah" Pf e�,zafre Ti F-en- FIBC 'TzkS le 1 '�4r� t L. A 11'()615, signed and- -iudow� and Doors'". dated 1,10846- expaing on 12� 921. Lar� e '%Ilissue ImpactTeo 1111 r ��II �Jfj'j "Alcalcill',�.111 t A J,l' P E 3� Not ice of Accept mice'No. 1. 5-0 528, 1.5 issued to%,ision Extniston, Luirined for their ctsirer will tactirthe expense of such te sting and, the ART may numedia-i rev oke, mo dify, fA t so, sl en id the u se o f s uch producl r or material within their ju i is dic tiou, M. reser.:,es. the fight to revoke thits acce tance. if nis deremuned bvNiliami-Dade C-mairv-Droduct Control Section that -niateria I fa I to 3 Cyck Wimild Preistire Loadfiili�: P-C-1 FBIC. 11-'�S a hi ,v, ith uiai"k-ed -v-p dmitwings and nist 211arlOn d ing of vm-,Irl sliduig glam doin. prepared ic� r es t rep,can an: A 1� v Infilru I ition'Te;15t, per FBC-TAS _20244 2 nifbl S+al ic kii- Pits."Ure 1i per FBAC� T.kS 2022�94 "Brown Coalod (Rainted lot, Lamduated) While Rigild PVC, Exterior Eittlusions for Wmidows and Doom". dated 0813A-5.expiring OnO9,3019_ P tbas prioductcl I s T11Z poit �rj. -i Test st R' - N FTL S-1-- J. bvYieriestratioi I, Lab- im_ i ated 12�'OT I �_ 31ined and 31 Water Resistatice Test ner FW_ TAS `!02 -94 lot -mce No. 16-07 121 A-1 issiued to FINERGI F H has man S U S A 4� N ncle of Accept. enesurA I -cm AD ineer the requiremento- of the applicable buildia-gcode. T - Misproduct Mapprovedas desetibedherein a;dhas been dessimed u.N comply with the Flonda Building. Code. sealed by Idal=,� Oi-rega� P_ E, ijest rep.ol rc,�ised on 0_2 0 2-24, 1 oi) 41 L =-e Nlftssile himac 1 Test pff cbf-C- TA S 1) 1 -94 Inc- for their"T-A.N 3040 and Lighter Shades (Non -White) Rigid PVC Exterior in-cluding the Ehd1LVeloc1tvHu_tricaw zor�e� Drs,cR1P'110N--. -Senes Gla5s Door (Reinforced) wi'wo 900&- 135-6corners-L-MI, Test report or, I Ak it&- If rat i on Tts t pef F B C TA S 2 0- -9 -4 ri ic Air Press-Lue Tt5i � p--T FBC S `0`-94 `02- T Prles�sllrie 1- 01 d- in co = FB C. T-,k S _'! 0' -0 4 along I'l, AL razukWd-isp drawings and mstalbition, dhasill of vmyl �hdmg glass %loon prepared dated 00115 16- expirin --'I Extrusichl forWhidows and Doors' on OT04 C Notice cliptatice No. 1"'711.0 '4 issaied to, E-INERGI Fenestration Sollutions USA. -*Bronze id 'C -X Al"PRON'Al., DOCTLAIENT: Draix=gNo_AD-Sl RevB_ utled 31ild-w-E Golm Dwr N0A(L_Xfj'__ sjseen . ter Re�istmiee Test. pei- FBC, TAS YWi - 4- NT by Fenestration Testing Lab- fnc_ Test Repon No ITL 85--,2, dated 1270441 c2_ signed and Inc� for their and Lit ghter Shades of C-ap Coated Rip 1 P 0 E teii r "ous 01 ] td,irlolli 211 of 21, niantifactifiref" dated 111-05, 1, and last revised oll-1. signed ,wd sealed tyv sne Impl Tlest pet FBC, TY16 101-0 4 Laral ]�Iis I - -4 sealed boy� lflaln On eca, P E, (Test rep,on sni On. 01. 1 5,2­101,51� fe Exm-usd n-Windowsand Dolated D-9:1546. expiring i2O prepwed!InI L,i;itoi %Oer., P E.. beal histire OffilimitiA product Coatrol Revrsiou- Bujunp witif 'the Notice. of Ax clefivitice tktmsb�e' A.M: i the 1\4isatill -I-- I Xm Pi,eslitffe Loadif�ifz, per.FBC T,1% S 2(164�,�4 " vC111L Wd .,l 7 Tem, re Ali.'111 w.111 Air Pressure Test per FBC. T.Il 2 20T 6., Notic-et-fAc p RC Inc- for their �"I)lri, Rigid, Pli"C'Ex-ristiot Extrusitnkis for Windows -land Doors- datiell "1 NJ rssmi: BIPACT KkTENG!� L�n ille and Stuall AW'-dit litipac t Resi5ta at along,vi ii h osali,Zell -tqf A�J ra olifiz atad usit 1 1;) 2, �,Alal s doicir, prepaired ZjMri of 3 Nk'o d Loail FBC'- TAS121() - 4 17. c 0821 xTam ig on 02,2&18 Liantations: Lab. fric Report No - FT1 8_54k dl,,vted I 1 1`11)16`15- signec, and dTa"'wgA, anid taitallatiou diaSIN1111 vf`tl sh(Imc, g1l dol 1weparied T Test reports'N'o(s), 10­002-79,21rA). 10-06­N10527. 535753-09. ASTME-841. 1, See table I (sheet 71 and table 2 (sheet��) forrapphicable S-5ciDunit sizes- designpressires. feudbrCefuentsn-pes- A se.Atd by Idahlus OiTega. R E, (Test repon revised, on 01 40416 1 6�) alld 0 2 7,11 b F�ne stra tic n T_-_ 6 sting Lab. Inc.Te;t Replill fTL6 38 (swnplles A-1 rhruA--22ff dated AST_%ff 1929 and ASTNID -635. issuedbyEXON-1 to Vision Exmision for celUosic gl a s s types nw r (L see ta bl�-_. B - I JR B - sheets 7 � 81 and a-=ho r la v m, t s loquirelaienz in I I thiu 16- 2� Rigid Vkliite P%7C'- Tan f_Ncit-white) Rigid FX7C andBrowa coated (Pawited or L-munamated) white Rig g�d PVC to be 3- Test report on i i Air Infiliiation Tev, Pff. FBC � Tiv-S U S�­ic Air Pressure Test X F-tRl-� TA NO2-04 11 19, 1 O� iagned and sealed try Jorge A � Cause R E_ diAll itted, un derN_0_4 Xa I IN 6 1. 04) oniposne, tim efull. - NO (SjibmWed: unde -4 X6. 11-01 6-t) labeled per fefarenoeed;NOA's reqiiiremeats. 3 Wate­. RE -sr -stance Test- per FBC- TAS 8 Tesi repov on 11 ff- Infiltration Te&t. per, ar-BIC- !AS 201-04 8- Ncill -if Acceptance No- 14-#916.11 isimted to Kurmy Anilerica-_. for their 3� Egrrs�s. oumbledrootsmust complywith min pefFBC re pplicable. qtmement. 4j Laige Missude ifflp2rt Test per FB(- � 1kS 20i,04 Unifonn Static AirPressmt- Test. per FBC� TAS 1021-04 07X41 (Clear and White) Interlaver. expirmg 0 4 4. Pocketwalls u. &-- ilepame approv al, to be re- f"JIB-tulding official 5'� Cyc hc Wmd P res stice Lo a d in ra pei FB C t T A "S 21 0 3­0 4 3) Witer Resisl Test, per FBC� TIAS 202-94. 9. Notice aff Accep tance N o. 16-111 7.01 issiied to Kwaray Americ a . Inc fm diieir L,A,BEIX�zG: E-2-Acoutist s.,hau betti- a peanatfent labelwifft fhema, in6cravef'sname orlosio- CM%fitme and series flind 6'�i Forced Entri l2iiff FB!C,, TAS 2021-94 l, 4' Large 1hillissile InipactTe-sr per FBC- TAS 201-94 ­Trostfolt- "traclear. Clear and Color PVB Interlayers"'. ex kikag on 07 OS&I I.Q. p follow-eillitate, nl lhaini. aide (�',IfAtimy prodii,wit Akpp rill Tedl noted hereuf� along vlslllk�21; 301d ittsraftaticiiii, dia! v. 4 sfidis � glas ii ptqmed P, dt�� J vs-,� lo f al Ig S � i Cychc� Nessure Loadmg per FBC. T, S 203-94 A LU RE'_"�-EWAL of this-NOksball'be coictisidefed afler a, has beenfuledand, there Italf been no by ing, Lalb, inc., Test I" i'N FTL 8�4, dated L)11'1111`�`�41111i silgried amel 6'1� flomed Etitt'iN, Te st. per FBC. E�S 202-94 Y, STATEXIE NTS A: h mige in the appkkkin4e bluilding c c d le ae gan vet� af f ec ting the perf ortnance, 0 f t b- i F, product T ERX_Wll� A 110=-N- of this IN OA will Ax c tr a f ke r the expiro nim dare o r if theire- hm- oe M- a retision of c hange in the I ';�10 soealed tr�l, I dahtus, Ortega � P E � [71�sl Fol),011 VelAr'Sed oa 02; 1 6 g - 4- Test reporton D Ak huffgrmiion IresI, per FBC, TA S tian dia - h iosuked-up drafsl andaistalla am= of vuryl shiding glass dow prepared by Lab. Inc, Test Repixt No-FTL 6337 (samples A-1 thrd A-55,1� dated 1� statemew later of, conforulance with TRC-_A th Edition (2014) mid FBC�-Wb Edition 7 '101 ), issued b-,y manufacturer. dated 08A1 4117. sip gned & sealed b-v L-*-rn Miller. P I.. matertals, ic-ductorprocess Lvlisuse of thL-N, Use� an&or tnatitifaCture ofthe P 10A as an endorsement of'an y product, 2 Unifiorni Static Air Prescure T,-*�_ per _FB(_`. TAS 202 -9 4 11,10,640, signed auld by.Torge A,Causo. P. F� iSubmitted uuderA X4_ - seal d -C Yo. 11 2- slateniew letter of no fin ancial interest. dwed 04,18., 17. tssitedbvDiandfhauter. siptd -^o,r ssleEll. adv erns-ing or am.- otherputposes shall autlomaikc allytennivate diis -N-0A, Failure to con:Vly vvAi arv, 3,Y ff Resistance Test. per FBC. T_k� �­-94 010 7. 09� semled bv Lvnn Nfiller. P-E. A section of thk 140-1 sw be cause for teimmationaudienWL-al 01NO'k- 4 L=e e hiTvm Tert pff I-Bj_ � TA:St 201 -94 3- LetTer Of lab clatunhance. pan the above test repol -kDNTRTLSF_M:ENT: The NOA a unber rxroeWdby the words -Mianfi-Da de Cw=-1 Florida. and fo llovoed by the Ovrhc Wind Pres.wire Loading M FlEi'll 2 3-94 C� CAL C YLATION I . 4, RER-Test Prl No. 17-0387- dazed 0-1-54) 7_ signed bylsharq C-handa� RE. expa'ation date may bedispla-md in advetilising litetal If anypoition of the N110Ais diwWyed. then it sha It be 5 (Yi F notced EBm Tt-s t ff FB C � TA S 21021 -94 ific cakuLitiaris and structural analvsis, cornp�ving wallFBC-2014- 1 Anchorsei aticra Alone in it. entirety'. Q d alono with aiarked-up dravy-nig and installation diagram olf7i� slidin!lz g ass door. prepared LwPIGT, dited 1109,45and List remissed on 0245 16. signed and -seak-d by G. OTHER NSPTX'TION� Azvp,, Alf dfisleatilebill�XA slif ilibeps-,lickidto the user bvthe nizonfikanief of its IJ,L'Soibutors aful xiTes�x7 tic uR L ib_ inc,. 'Ti 141tepoll No. FT1 8854& dated I 15-signed and ), l., tll - - � 1, Notice of Ac azce'No. 1-5-12.10.101- rsoaled to PGT Industne%: for tbm Siff, W's sealed bl,ii� P E. t'Tes3 rell:`V3,111,111 on 01 04 16 ant Gla w1th 01"! _17110- 1411111 Sliding Glass Door (RehkforccAft�­ L.N13"1111"' i 04,.L-'14,,,2 L ex p g o I This NOA il evises & rtiwws.N0A 9,21, 01. 04!9�Rg and coasistif, of this page I and etidevic paResE-LE­2,,E.3._E_4_ E-5 Se E-6 assvellasappf:oval docuumutuiesiftionedabicyt-1. The iubmined &-ilic 1.1 %�asre%�ie�vedb-visliaq',LCIt.inda,PX, T-�,haq I'll 17, 1-.h3q L ChanAit. P.E, Lha q L Ctiazda, PY Z moduf r C ontro I Vw-t Supi Product (outral Unit. Inpl Produtt C:aawal Unit Superiis;or NOA No, NOA No, NOA No. 1.1-0.105.03 Expiration D3te,. Aprill.4_10!6 Expir3tion Date; Expir;kdobDatl Expira-tilonDaret April 14,29.26 Approyal Dat#March Z-z. 20:1 Approval Date: Itlarch ZIF.2-0ZI Appit-val Dl X-rarch '_Sz. NZI -Wraval Dmal 11arch U-5, 2021 Page I CGI Windows and Doors. Inc. RGT ladusstries. Inc. NOTICE Of ACCEPTANIC-E: EVUDENCE SUBINUTTED, NOTIC E Of AC CIPT-ANCE: EVIDENCE SUR-NUTTID A(,­(1PjAL(1: Bff2ENCE S_UBJ�nj'�E 2� Eiideuce Suburined,timider previous submittal F, '%LkTERJ.XL CERTWKATION�� tLoil New Evi�J*Itce Subirtitted 5, Quane-N, Pail -SuL)ei Srjacer 5, tandard coinplyinge -,vith z loTM C _z 18 Theron] Condhwl A'� DRANVINGS 01-881 3TI-T-Mi�`hr.-Fl-' =F� _AVS7 F 177-49 W\�"TR-Parjs� AST�lt--1 D398 vglefi-P �,s� ASTM 1: 5 Ox, a7 a tets L Dra;ving Nicif, AID-55710ARii titled Sliding G1a-,sD00%,N0A(LN1"­ b 21 190 LG - Durabilir,-N-lo Flog -Pass, ISubno Pred under pIll _WX4 A-& 15-0400�19 1) L Drxivitig N, sit, MD-557 O�O Rev B. i itled SL04-11-cr Gkfss Door'NOA (I'llilly-� iheets I throuah2l I of 2 1. prepared ti�, is:Lanuffactwer. dated 1 Of) 15 and lastrevised on O-V_'21,,20� bv A- L-v= NWef. Pl� 61 Part lying ASP14 C-518 Ttennai Ccrnductli�-Ity ', ' I BTL:_U�1' througli 211 of 21 L prepmrd by tuatitifactm-er. Ill. 10 `05, 1_5 aid list revised on 02�011 i? L I signed and seak-d qualiex T,)l1rawal C omp. wah si�gned and sealled b-qv A. Lviin Millef. RE. I hr_-ft--'F. AS'af F1 1249 WA !R-Pass. ASTM D 1434 �saou Penneance-Pass,� ASr".\1 E \Nore- Dus rev-tslon C.1011:51sti replacenmut of saine ex.,sun.2 installation S11'rew With flat head- B. TESTS -jiz 2199 I.G_ Duuibidv��iNv r V_Z_ A' STMI E 540. Dev., Posts! bleveloputeni __1C k- M lafs- ftted 15-040_0� 050� 1. Test reports on: 1) Air Infiffitratiou Test. M FBC, TAS -102-94 i-Subin underNO-4 -Yo. 2) Unffmu Static Air Pressure Test. Loading per FBC. TA S 202-94 7 V i s it -in Ext ru s j o as. L I d. an 1- OUT 17� �M 9 v it h Pk` C - AA_ 31J13-13- X-7oluntaq, 'Sue-rifi-ation B, TESTS 1. None 3 11'a t er Resist, m-c e Test. per FB C. TA S 210 '21 -94 for Rigid PQIY-vin�1 C71tMale (PVC) E­.teric)r Profiles f oT 1-ision Extnisiciiii, LAd N=F�x - I by J%.2 4 Large Kitsille, 1.1tipact Test per FB C_ TAS 2101 - 94 f- k W7 Pressure Loadinaper F13'_ TAS 2103-94, AA_'% LA F enestnat I on Ext enco P: of ile C ert � �f jCa t PrAo MMisj ( -S" f f0f1l jjjeA'j,P'f I J� Alter \1ro. 7- 040A #5) k.111.1111 AL "ll"J"lilk 1 X's"s '!A flAf�L:,C glind "Al alone tuit, it hritarked-tip, draliv ings and U41151 allation d iagrmn of all PGTI Indust fie, s, hic, 8- Vision Extrftsi'ons. Lid � Part s, corwivina Ir representative unns, listed below and tested to qualify Dows#701 and Dowsil 983 silicones. f-Subutifted under 15-04li prepamd ts� , Fenestration Testing Laboratory. Inc.. Test Reports N70� Y 9- P1%7C*-AAKk 303-13. 1.7ohm-lary Specific-attou for Rqid Polyvinyl CWoride E_ I D. (j.-kLiTy I I I I L- 891', PGT PW 5 5 2 0 PVC fixed W- indow (unit 6 in propol dated 09,,03,:14 Profiles for Vision F-mmsions- Ltd-17EX-1 by tA Fenestrn'tion F_XTMG=i Fli atory and Econoutic Rprwurct,, �'REX). I. �,,lianu-D;ai Departnient of Regul YTL-20-2107.1. PGT SGD780.AJuniimm Sliding, Glass Door (t-Wit '17 in pfoposab FTL-20- Certification Pfm.un 2107.24 71:)GT CA740 k1um Cmtswing Casement Window (unit 6 in proposal.) FTL-20- 10. Notice of AccepiaiiAl No lssitd to Enemz F-eaestrailon Solmson, U,,SA, iRc- for E NL-kTERLAI CERTIFICATIONS 21073. PGT PW76_20A Aluminum Fixed Waidow (unit 9 in proposi and FTL-20-21107.4, thileir "Tau 3040 .l light shade (tion-white) 11-1ite RigiO Pl-( Exterior Fxtyusioir4 for I Notice of Accept ance No 19-0305,02 issu -eN Kuraray Atnerica . luc. for their > PC-T PW7620A Alununum Fixed 'Wi-adilom- l"unit 10 in proposal'i dated 07111,N. all signed Windows and D o(srs'_� enxpring on 0-1 (14 � 'I. "Trositolt Vltraclear� C leaw. and Color Plt"B w, le, G1. ii jjjtej1ja-%1ejL�­. xpL-mg on 07,08,,2+ 1 0 sod se aleed bty, Idabuis Ortega. RE, a 11. Notice -of AccnXiii.ce No- B-01221.0-1 Iss,fted to Ene-rgi Fenestration U A luc� lll 101--indowsaird �'_expnnigcc To 1 -0808.0 1 'ssued to Kut aray America. Ilk fl- Not'ce of Acceeptance N f I c cs hez llo , 9,pt 0- R idlil-( Exrer'ov iti'mi s for Door the ip I E -rou - A 1,K) on 07r0a`13 SfutrYGLai-11 ( lea A, exp C, CALC t7LATICYNS A oulp I I Anchor verification caleLdations afad ulatv�is� c l FB( C . ....... 3 --enesiration 'r 'Not Ice of Acc,qtz No. 18 6. 11) issiiod to V zalua Extiusiotis Lin:Wed fcn,= their "Brou 0 �bruig � - j: 11 N'''fatke No, 14-02111 isstied to Ener- Solution, "..,$A. Inc for ('oa rpd (T a inted -or Lamin a ted) Whit* Rigid PVC E x tei-ior E.-, rr usionii f or Whildowe. Edition (21020). dated 04+,`2-2 20- fireplared by nnnufacrjie_-_ signed =1 sealed by tbeii, "Bronze & Ukht ishade cap coared White Riz PA'C� Exterior Exo-usions fcor and Doot-5�'. e-xr- on 0!0 30 �, -14. .Avrhonv Lvna Nfiller, P1 2. AA1ndoYvs,andDoi,-,i-s'-. evinuzon04,16,25i 4 Notice offAcceptanctNo- 18-1106.11 iis-uedtoVis� Extrusioth, Lnifited fof ditirc-Affi-es 91 Is 0 :3 -,NT- 1000 Tan2l andWhiev shades ('Non-AX-hitfl-) RLaid Ceflubr PVCExterior L.WA. _0 D. QUALM- ASSILTILkNCT F. STATIE'-N[E'.\ T-S '71b F imu sious foi- VUE-dowus and Doors—- expl M"g on 1 2-20 2 1 0 Nlimm-Dade Department of Regulatory and Econornic Resources k1UU0. L Stat el letter �olc confbmmce to FBC Edition t20_10)_ "Jaled 04.22-`_0. issued bV niinvfacrurer signed =--d sealed by.kwhony L-,Mn]\Ti11rTL_ P_E_ F� !STATEMEN T�-_, N7 E_ '_NL-k`TERLALCERT1F1CA1I0.L S arenlent leletct no -fi toall interes; mid lof independent. issued by n1mufactorel dated L Statement I Edition _;0 o ;o ce to YBC -2020), dited 02 V21- isssued by < (D 1- Notice offAcceptance No � 110-005,021 issi sed it AD K ilt� arivy America. Inc. for their I CH 11,18�20, signed aad stalled bA, Anthony, LAinn %firlet, P1 11=11f b C t 11f eff, S igll 0"I and Sei led b v Autficill Uvm n _Iltfillff P. E, U) Iif,'l .. .. .. . .... 31 Labelittg ,Aytelll FM.�)Atnizefit 1),ilelf"'elell daAtd C,113,31[3,15, artil sizfied b,,:':' arl" 2 prj�!W le, I A:2,Tmimut dated ftenvm PG`T Inditsmes. Inic. and CGI -4--f 07 M214. '0 p: Sties, T anci Door� inc. sig enuq. Ined by E)eaa IN1 Ruwrk, YE_ VT. Eugmer On Dl of co Z olice of Accepmce No. 17-080S.0 iss ied to Kuraray Atnell a. Inc. forther N - ic both (.0114XW1it-­ < Sentp-Glast K lear and White) Glass Interlavers". tKr1_M'g on 07.1,%`23. G. OTBIRS 3� Notice'of Acceptance No- 18-1106.10 iswed to"Vision, Lunized for their L OTBIRS AIN 7 0- Coated (Painted or Laminated) Withe Rigid PVC Exterior Extrusions for X1,1ndows and Doors--� expuring on M30�24, 4. Notice ofAcceptance No. 18-11104611 issited to Vision Exttualloas- Liniited for their expirm - ��-21 -221 g 04 1 KER Test 'proposals 19-11-55 dated 0 1 10! Oapproved t,; Ishaq I. Chinda� P-E. expiruig 04i 14:2 -11 1 This NOA revises & renews -NOA* 20-0410l (PLA wCGI). e-Viriag 0-4: 1 -1 CM_ 2. The cunmT ass-oclated PLA C GI f i1e, 2 1­0 2 05� V_ expuing 04J 14,, 26. 0 series, ­VE 10,�00 Tali .102 and lighter shades (Non-Whkl Rigid Ceffiflar PI-C' 1xi letior E itru stolts for )MmdoiTs and Doors-', expiring on 1 Virtual Review Assist Inc. Plans Review completed �d 4 LJ _T;7ha­q I ka q 1. C 11u, uda, P I 'PiroiditiAcit and approved "'IMPliance with the 2020 1, Chatiltda. P-E produl Unit-16mi cmiror P C'eutrol luh Sup*rii��or FOC 7th Edition by Debra Anne �ition produlef Control T.'aii Supem,or N eA� '. 1- 0:0,z AQ _­ 0201'.03 Klahr PX2300 NOA,Nol :1-920F�W Expli r :ivri on Da t # �i: A p ri 114 1 CO.s E:z;l Date! Aprii 14� 2026 EX-Pair3tion Date: �April 14.:016 Ap p ro %a I D a t e A larch 1 _20.'l 2ie-march. Approv,-I[D, �', 20' 21 a- W-mi-at Ratv NIArth Z.z. ZU21 E -6 E 4 SHEET NO. March 6, 2023 FP" j" A 1 44' . 7 ___ T. I I _,�i H, I 'IT I D __1 I n IF I _4__j (D (D U) > 0 MIAMI-0:ADDE -MIAMI-DADE COUNTY " (_ 7:3 CI) 0- 0 Emil PRODUCT CONTROL SECTION Cast-C'rete USA LLC Cast-( 11 �S I—% III A, Cast -Crete USA,LLC 0 I)EPAR I ORV` ANI) ECOIISIOMIC RESOURCES (RER) 11805'S'%A'26 Street, R�x)vi 209 11)1YISION 'Nliwni, Floiida 33 175-2474 U') '1'('786)315-251)0 F(786)315-2599 N'1011'111`.J�II 0FA( , 1(.."EPTAN(..'E: H C EVIDENCE SUBMITTED NOTICE.OF ACCEPTANCE: EVIDENCE SUBMITTED :t::� NOTICE OF ACCEPTANC111'.', NPA X 7:3 L EVIDENCE SUBMITTED UNDER P`R1,,VI0US APPROVAL 0.03-0605,04 1 EVIDENCE SIJBMITTED UNDER PRE VIOUS APPROVAL 4 12-0209.1.2 5� EVIDENCE S"NINUTTED UNDER PREVIOUS APPROVAL 14-090-27,03 2— - E7 (D Cast -Crete USA, LLC 6324 Counts, Road 579 A. DRAWINGS DRAWINGS A. DRAWINGS 0 0- Seffner, Florida 33584 L Di-cziiingNo.FI)4612,lillecl"Prec(isiundPre,�iressedL.riieff�'-P i1s­.sheell(,Vj. I- Dravviii�g No. P`D46 1-2, tilled "Precast and PreStresse intel Details" sheet 1 of 1. Draiving Aa FD4 612. tilled "Precast and Prestressed Lintel Details" sheel I of 0 L1_ C M prepared bv Croig Parrino. P.E_ duteo,44urch -14, 2003 andDrawim- No. LT4612, filled ff- 1, prepared by C�rap�, Parrino, P. F., dated'Alarch _2003 and Drawing No- ')4103 and Drawing No. LT46TZ, titled "Cast-Crele 4 ", 6;1 1, dated 03/2 & 12" 0 tj -3 > cn SCOPE: "Cast-Creie 4", 6"& 12"LintelSafe lload T�ihles",sheets I through 3 of.5, prpl.�wredb), LT461 1. iitled"(� 1-C-rele 0­',&'r 12 " Lintel Safe Load Tables", sheets 1 Lintel S -load Tables". sheets I through 3 03, last revision dated 06112114, all 0 E This NOA is being issued under the applicable rules and regulations governing the use ofconstruction materials. Craig Parrino, 1'. E_ doted Alorch 114, 2003, last revisiott 1 daledlprd 28, 2003 both through 3 of'3, prepared b � Craig Parrino, 1'. E.. dated,,14arch 24, 200 1'. last g - prepareet signed and sealed by Craig Parrino, P, )l on 08119114, C/) The documemid-ionsubmitted has been reviewed and accepted by Miami -Dade County RER7 l)roduct Contro� drau,ings signed and sealed hv Cring Pev,relioi, P. E". revision dated..l. h I 1� 2008, all signed and maled h)) Parrinc)� RE, on 20 Section to be used in Miami Dade Cronty and other �,ireas'where alk!I%ved by flicAuthoruy I laying Jurisdk:lion It � - B. TIKIS'"I's (AIIJ), B. TESTS' 111111"C�FrI!:h 22, 21) j T�st re �'A. �,ere P/ le g �Pj 45 12 11'ree � ts? rele L in 11I:I I 1-ifled, uru I I None, This NOA shall not be 'valid after the expiration date stated below. ']"'he Miami -Dade County Pnxluct Control Section (In I.Miarni Dade County) and/or the AIIJ (i n areas other th a � t M iam i Dade Courtly) reserve the ri ght to have Eli? lied lwoeleh�, lotuly' (13 ) T,'�on� -relt­ per , 1ST,111 E. 52 9 - 94, PlICYN le,Cd fi by Applied Rese arch L aboratorie �, Reporl Alo 3 0404A, da ted 0-1/1 (1, W, vign cd en te I B. IF LISTS C. ALCULATIONS Fi Calculationsfor Cast-Crele Lintels, dated OS119,12014,pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the st-aled h1v Chrisiaphvi-A. 11on-ion, P E� accepted mariner- the manufacturer will incur the expenSir of such testing and the AHJ may immediately revoke, C. CALCULATIONS pre1jaredby Craig, Parrino, RE, signedandsealedby Craig Porrino, RE modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance. if it is determined by Miami -Dade Courty Product Control Section that this product or material C. CALCULATIONS L Colculationsfin- Casi-Crele Lintels, dated 05Y29/03. 207 pqgrs� P/ 41 by Cra(q 1. Alone. D_ QUALITY ASSURANCE D. QUALITY ASSURANCE 1. 4yA-fi i==Dade CountyDepurtinent qfRegulatory, andEcononfic Resources rREP). fai Is to meet the requirements ofthe applicable building code, Parrino. P F., s �,oed andsealed h Crai , Parrina, P. E, Y g lurs- i1cl- 4 Pertluffijlg. Euvf'ron?new� und Rt�,,i o A, 1. 1�y Miami-Dacie Department o rt, 1 This product is approved as described herein, and has been dc�igned to comply N�,r th the High Velocjiy l4urriCzne 2. Calculotionsfo) (o.�[-Cretc Untels, dfweeI05�,,29,'03, Cren6 E. MATERIAL CERTIFICATIONS Zone ofthe Florida Building Code. Porrino. AE, , s�gned hlv Clel�g Purrino, P F, E_ MATERJAL CERT'IFICA-FIONS 1, A DESCRIPTION: ( Cast -Crete ) 4", 6" & I 2"Higil St reng(li l"recast and Prestressed Concrete Litilels APPROVALDOCU-INIJIUNT: Drawing No, FD4612. titicd 'Tre�ast and 1'restressed Lintel Detai Is", sheet I of 1, M MATERIAL CE11"FIFICATION: 1. Qualitvsyslewl I'lunual,fin- ��OISI�0'efk� J� F� OTIIIill it F'. (I if 11 1 E R -SI-Crere USA, Inc,, dcoed 08,79!2014, sl bv ("1"1719 Leflrl"fi, ('sin Ca 19 - z prepared by Crai g Parrino, P. E_ d ated March '24, 2003 an d Draw i n g No. LT41612, t it led "Cas (-C rete 4 6 1` & 12 2002 Cre -0 daled Pc­hruaty 03, 201,2, signed and s�,raled Leftef-fton-, Cas,;-� te Parrii io, 1'. E. � CCI-tqi4ng compliance u, ith the Flori&7 B i'dilding Code, 2014 E'dil i��') it. Lintel Safe Load Tables"- sheets I through 3 of', prepared by Craig Parrino, P.E., dated March 2.4, 2003, last 2. cast -Crete Quedir)'' System Prestressed Producis dated 2002. - bj,, Craig Parrino. J� F, cert 0-ying compliance with. the 1,"lorichi Buildin, g Cod?, 0 revision dated June I 2� 2014, all signed and sealed by Craig Parrino, P.E., on January 12 '019. all bearin the - 9 Edition - 6- EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice ofAcceptance number and the expiration 1 EVIDENCE SUBNII FTED UNDER PREVIOUS APPROVAL 0. 08-0320.09 A. DRAWINGS date bv the Mianii-Dade, County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 13-0321.07 1. A`one_ MISSILE IMPAcT RATLNG: Large and Small Miss -lie Impact Ressistant Drwrv;ng No. F7461 fille"i ­PreceA� and Prestressed Lintel Details", sheet I ol 1, A. DRAWINGS LABELING: Each lintel shall: bear a permanent label �yith themanulaclurer's name or logoand the Miami -Dade prenared b, Crui,�,, Parrino, P. E'_ dofeelVarch .�4, 2003 ana'Dre-twing A'a 1. 74612, taled . �1 - J� None, B. TESTS County logo, RE,NJ,.',WAL ofthisNOA shall be considered after a renewal applicatIon has been fited and there has beenno " ' Casi-Crele 4 ", 6"&- 12­ Liniel Slife Le,e�,d I'Obles", sheets I throu�,g' ' f3 eel by Craig Parrino, P E., daluo`Xbirch 2-1, 2()03, last revision dcifedllarch 11, 2008, 13. TE SITS "IONS W C. (",I1% LCU L,VJ cl Iange in the app] iable bit ilding code negatively affecting the'perforrnaocie of th is prod uct. IL TESTS I None, 11I A�one, 'FERMINAT10N ofthis NOA will occur after the expiration date or ifthere has been a revision or change in the, materials, use, and/or manufacture ofthe product or process. Misuse ol'dus NOA as an endorsement ofany NOne C. CA] '4 CULATIONS D_ QUALITY ASSURANCE C. CALCULATIONS o n e, product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with I . By Alfiatni-Dade Couty)� Department oj'Regulatonj and Economic Resources mi any section of this NOA shall be cause for termination an� removal of NCIA. I . None D. QUALITY ASSURANCE ADVER'nSEM-EN7: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. B�y Aliami-Dode Count.y Depariniew o Resources (RER). E. MATERIAL CERTIfICATIONS the expiration datemay be displayed in advertising literatare- Ifany portion ofthe NOA is displayed, then it shall Bv Miami -Dade Couniv Build Code Compliance Qfifice. - J Jio_z L Alone - be done in its entiretv- I- MATERIAL CERTIFICATIONS F� oTHER I N SP ECTION. A copy of this �entire N OA sh a] I be provi ded to the u I 'er 1) s � N�, the manufacturer or its distributors and E. MATERLAL CERTIFICATIONS 1, None. L Compliance Letier ivith the Flor ida 13u ildingy ( ode, 2 0 17 Edition, issued b Cast - s h a I I be avai lab le for i nspecti on at the job siteat the req lue st o f the B Ui I di n g, 0 ffiCia 1, ("re'ec', t IISA�� In c_1 detre d 08/08/17, signedek sealed 1) �,Ii ig Parrint), P_FS� 'This NOA revis"e, NOA # 19-0,130.14 and cansists oftbis page I:, pages E- 1, 1��-2`, ["A' [`-4 and of 01 4 E-5 as well as approval document mentioned above, ,-/Ilelmy A. Makar, P.E., rVI.S. 1 r4 4,4� I 1!� L. "1 1.4 lic�rny k, Makar, P-E_ M.S- J11 Makar. P.E-, Nt,& The submitted documentation was reviewed by Hr, A, Makar, P.E., MIS. Prolfit tct Control Section Supervisor proll�' ct Control Section Supenisor e[my �A. Product Contral S" tion Supervisor -z NOA No. 20-0630.15 i 0. - NOA No-') 063-0.15; NOA No. -0630.15 Expiration Date: 09111/2023 Expiration Date: 09/11/2023 Expiration Date: 09/1 It2023 Expira on ate: 9/11 17 Approval Date- 08/20/2020 Approval Date: (M/20/2020 Approval Date- W20/22020 Approval Date: CIS/2012020 Page I E - I F - 2 E-3 Cast -Crete USA. LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBIWITTED NOTICE01" ACCEPTANCE: EVIDENCE SUBMITTED 7. E�,'IDENCE PREVIOUS APPROVAL # 18-0424.04 NEW LVlDEN(,':[", SUBMIT'"I'Eft A DRAWINGS A� DRAWINGS I JJN`mle� j Alone, B . TESTS' B� TESTS I , None� I None. C. CALCULATIONS C. CALCULATIONS I N-to n e I Noiie. D. QUALITY ASSURANCE M QUALITY ASSURANCE L ffiv Mayni-,Deide, Cinopay 1,"tepartment ofRegulafory and Economic Resourevs rRER). 13,VMicani "r, I 1� -Dack, Cnaity Do urienant ql'R���gufottrw o�wd Econorni, Resources O?ER), P E. MATERIAL El. MATERIAL CERTIFICATIONS L None. L Alone, (D (D F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition. issued h); Cast- F. 0 THER i. Compliance Lciter with the Floi -idei Building Code, 201 7. Edition. issued �y Casl� Crete USA, Ina, dated 08,'0811 T signed & sealed bly Craige Parrina. R E. Crete USA, Inc_ dated 08/08,`l signed & sealed b_v Craig P 'urrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS Complionct- Letter with the 1-7orid(.t Builthng tCode, 2020 Edhtion, issueal by (!ost- Crete t),SA, Inc.. dated 061111.20, siv?ied &seuled by Parrino, 11, A'- ICU > 0 1, Drawing.Afo, F"D4612, titled 'Trecast atui Details ", slteet I o,,,(' > 1. preparedb ' 1,�, Craig Parrint), PJ , 41ahn) ikfe'Wch 241, .�`003 and Dra�vving,%'�!,o, 11'4612� filled "Cast-Crele 4 `� 61' <k�, 12 " 11,intel fload Tables". sheets I 0 < through 3 o ' f3, prepared by Craig Parrhio, P, E�, thiled Alarch 24, 2003, last 4- revision dated.hine 12, 2014, all signed and see -tied b�v Craig Parril?o, P, E,, on C) Aon u 2 21, 2 0 19. AINIM111I B. TESTS C. CALCULATIONS < I CL I - "I W 1). Q) !U A LI'l '1' ok IS IS R A Ni(­'' li'l _+_­J T J3,v "Vialni-Dode afPegulalejp�jv and Economir", Resources 0?E'R). E. MATERIAL CERTIFIC ATIONS 1� None. JUN 2:? 0- F. OTfIER ?0?3 1� Article t�f(,onversionjbr a name change. 0 - . . Virtual valm.".- Pt Review ans Ravi 4s ----- - .... I Helmv A. Makar, P.E_, M& w sist Inc Cumpliance FOMPIL"t ad Product Control Section superlillsor NOA No, 20-0630.15 Product Co,surol Scetion surwi-visor N,O,I� No, 204)630� 15 and a by oeb With the 2020 FOC Pproved 4ting 7th Editi Klahr 'diti Expiration Date: 09/1112023 F'xpiraboiri ltaIie: 09111/2023 PX23 00 < Approval Date: 08/20/2020 ApprovAl I)atc: 08120/2020 E-4 E - 5 SHEET NO. March 6, 2023 PA 1.5-- WATPzR A -int-1,117I JR, PE /.:---"-,"""",-.���-�.-,--,\ - '411 T_17L_EC0,-,iM___5�\__ ­Tiii" 'i TrM 11' l�.��'�p'�iir.iii�urti�ll�l�lli'l�I COMPOILDIN, PRODUCT EVA ATLOINARIEPORT U_ - REPORT NO,; 204728.01 DATE: July 28, 2020 tilItcizz-za T_C�,M t'j,ru'di 'It'- , '�F , 1dLC,1L.­­-, INTO', PRODUCT CATEGORY: Sh"fters PRODUCT SUB-CAT15G011, Stcwm Panels PRODUCT NAME� 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: obli P-m4ami on,piCoductill uc� 4600 S.W. 51 Street Davie. FjorId*33314 1-FURPIOSE OF E�VALUATIII This is a Product Evaluation Repcirttissued by Walter A, Tii Jr,, P.E. (System ID # 1006) to the Global Protection Products, LLC, Rule Chapter No. 6111320-3, Method 10 of the Florida Department of Business and Proftsisional Regulation. This product is beling issued an Evaluation Report as describecherittin, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to varify, that the product is for the purpose intended at Real equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Bulking Code chancle that mal affect its limitations and codindirtions ?-__EV_j _bEN_Ca_6MMAMT M. 2.1. PR_OIQUqT_EyAL1JA'nON DOCUMENT tli Drawing No. 20-176, titled "20 GA43E GALVANIZED STEEL STORM PANEL", sheets 1 third 26 of 26 prepared by'rillisco, lnc,,�,Mqned and sealed by WW-tar A. Tilift, Jir�, P, I dated 07128121i This drawing Is an Integral part of t1lis Evalusilion Report. ,ts, LtI,,�,, %.CAt 00 I, , it T�, .. �dv -ndid''. . .- ­ _­_ - - L _ ,�_, " zcl - - - -,I- ,:��!il ­­. -".,-v Is -,­"l , , , 0 ye,.%:i�s, , I . I - ­,,` ' Pja 4,4167 _', * i 1* .; * .! �, * ��; --, - �- - � � , I ,,�.� I � � . _: , ,Q. , �A ,,X,,I,'�d'Tpl��l, �-,t;!�F,.,�r ",',1,F�­'­ ', �,,,�`, I t. O . - . 'r '''.\ ,�IP - I N.W. 36th Strwt-. Suite 305, Miami, Florida 13166 - Phurie, (305) 871-1530 - MQU)MLEIT,k], UA__fDu,NLBLkQR!_LNU_1"!MM 2 2�2_TESTRFFIORTS: S.arge mi,Esire inipact IFI fatigVel.->ad tests were perforinned under Prol Qj-T TAS I - . 2GI � 20�-� as W section 1626 -7 lh%-- Florida 50ding Cil Uniform sta' Ic loads as I TAS 202 Protocol. Test relowls prepaired by Hurricane Engiii-ilafffing & , Testing, Inc., Reports Ir 96-569 dated O&GO/1,f06, rifi(3-570 oali��qid (lidATE i Sil,DPCI, V96-T30 dated 09,120/1996, sit three signed and soaled by Hector li.l. Medina, P.E., Fenestration Testing Laboratory, Inc. reports #_9032 dated 04!16j1g98 and ft 2126 dated 10/10,51998 witnesCied hy Gilbert Manxtrid, RE, and Rell 10 0210.01--W dated March 4, 2009, signiad and 4TROTIaTT by EdnEUd"ElD i �lHf]TEIIFTSPadlll� P E. and HPInry Harlem, P-E, Ted bi napvid No. 9CM-197 4)�I` QC, i0scifliorgical, Inc, E-,Iaited March -13,200,), signed and soalad by Frank Grill PlEr, "��STRUCTIURALI ENGINEIESMr-�CULIIIIII , . 0 Old 20 Gatfe GaftranE�cd Steel Storm Purl tor mixfir-I panel length ANR. dti a crind koad as "VelI z_q maxbrium PEricticir sisEclvid,L LiPiL. desigit ATEnd froad Ldrid ftdiindPil 1.l g , length b.as-ed on rational and comparative arrQ!vsi,,A, andf To accordance Taith section 10-46 afthe Florida Burkina I - Caiculziflons itrapaw'. by Tiltt��C.ril inc . rfale,4111103i and0-3/12,115, ftned end doEalindbyVialiti Tillit, jr�, P E, 3__W_$=SILE INIPACT-RF-SIS - jAMCE. E- i � � i rinkis-ille iii under -.-action 16-26' of the Florida Building C`o,11I as per 1=0 s�EE ' TAS 201 Protocol 4. WND LOADS RE_$LS AN�',b - , _T _� z_Q Gage GaivanizedSteef 6-1,�rrri Panel has been vianficid to sustain wind pressurnis ma�dhild panal lei-th shall be, flki IndicalLed on sheets & 1.1 14, 15, 16,19� 25and 2lli of 26 of Product EvaltiLatior, Docurnenif (P F.D.), drawring Iddlo, 20-176. Mai-ximurn Anchor SpIal shall be as Indicated on shoots 3, 9_ 10, 1 1, , 14,15i 1 7. 16, 19, 20 25 and 26 c; 26, of Product EviEiluatron Document fls�E.D I, dinfrerifing Nin,20-176, 5- TALLATIQN- installation strall be p rforriTterd strictly in accordance with n-'etads imicated on i - ­15 shaii 3 IT- EL 7,10ilhru'20,21, '�--'4a�id'-'-O�,-126,ofP.--L-.ductE-=�falual,i���-�nL)o,-urflEll�lli � E fP.E,D.,,, drawing No. 20-176, I'villnirruw i;eparanori to Qlass shelf be as Indicated on sheets 8. 14, 16 25 and 26 of 26 of Prol Evaluation Document -P 0 Id .E.D.), Irewill No. 20-17II - �__ - ­­ - .- t- -� ­ K ii�_ , t�I�, .'" - - ,,�`5 4__,,� ,,,,6En - -'*. , - . $ , - - ­-�, tz i��. I __ ". , �_,_ � ,fl ­­_ % I . ...;a ­__­-fi F,, 7 __ - � ,.0-141 " ... �T�� "dilt_ - :� __ - '. - * . I dT� r.r .. ", I J ST A z - , -_ ___._­....1_­ , . _. I- ­�,� -,-----,Pl-. _N . C� I I Ip, I q� " I C, q k1c- , . -, IN:S ,ir IT, ,�� ��. . I I r ­ - _- , I ` , Ps", . I�01.i�ll - - -Z - E� 0 pt' , NX- -0d" MWER&-mmI I ! e ��T ,,I ,�,,T� 11NI ITTIE 7,,�r $11T41, 0; "NO"I'l-' C �­�]E'"� "AA�', 5�'I�'_`_ - ii�-,T ij.�IIFI TIC TI11,%, ­( ", i - � - OFFAT-MIZAAME R6umiAm.,STM�,IBMRM p�HU,� � , eXIONINT di TrAddlDRO, aildidit OE d1:E11dd EMNiATIR '10,14,1IC"! 114. ­ SIR­Tljfi� K0010 �did�.Tf PFTNI I 11 ST-A, PANEL E"vill, T:W I 415 'NOTlICT: EdIdd, did; diN TIEK 01,1O T H, IL Ed I d IF T �1, ,, �L,",IL[ � � AdIFE i � 71 'L I I :: h4TOi I ETTKALL IIIE III ,III: id 0ONE" it, Did I ) Priii IN Ei t'i ,� A , LCOIFFIVEN17( IN4 irt �,%'Ci ,I N, IE�ITAITI�l - 711� ItOdICA, ai;uWNTT� tOTEL .1.1 $4 E�FJARML_VI � O,l;�_ AN- I - , E r F-_1 M 10 L�_-­ 9,t,4 6; �ti,,,INI[!, - � :l-� 15 OF I.-- A&-,!: -"i �� - ON 20 IlE _CFWT_%F1F&X_Lo,_,1r�, � . -III AS *WW - I,' '. 1A-Ii I,--- ,h�',,;Et, 9y ,1. 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I "I . .1 ­ �'v , 1�1, " I , 1w)N - � ZI: �_' ; kcEild .'-- Exs:� LID E � � r ,'_ ; 43, ; __ - ", --�' FLORIDA BUILDING P-001 (H h V-1-11T, H.rri.--d � � 211-11A _� 1 ,z ,-' I - I - _� C C4, II /,=: - 'C' , .. f c/ �__ OIT QUITTETE - r [ -1 � FIT � . z �ITL211 I— W. 20 GILGE GAJ,YANfl2lk,fF 57FEL 17-GRIA PANFIL I ,d, " C_ M I,CIAIA�, I Z_ � * 1! if I. �w Fc�_�.,K - r - :� -�,P` TATE ,,I- 1'r " IF', � ­-­­ .- ­ ­­L _­.­­1_­­ . � ­_ ­ ­ --..-,-- ----- "TT- a -1-1.11 OF i� 11 � i, : -in _. �_ - - .__ 1,464I >_ � - ' , GLOBAL PROlOCTION PRODUCTS, U-1i ... - - � , , - - I I . -aIUNG AND - '�, - I RIO- ­ - - 11LECO ,MI_ I - - 11 __`F­ I - -QUIA11i " , 11 ; ­, -- �-5- � W4��,�, / __ TIRLUT _-_I`N_ - -0,'I ,!-I, 1 - � 1_4 , SMfilrolltj 2A - - �`iI - t' L - � ­=_,!P%`1;"- I I- EFII�AFII - rErr-it", : 20- n , , AL t- -, �'�­'-.,Tr­ Pidr III I �,d IN— l- - �4__ ___ __ - - . IW­ ­___ ''.1-I P., , k,4z.,t`1 "� 1_;lWI� I - � �Z�.C, 3"It-1, 11 4Iii1E�`NWAHI,r,AYkiF , I o�E��F _ I - ,, 1. 1T­__ . "`LT11 . � 'r-_-zii _�_ _­�­ �, --­ziseir I I . P, � � I - _� ,-- __ PEIID-Cjkl-L'�M,I:�A�Tj-t�iq-.RV,P-Q]U-.:�Q-�'2� C MATE-SAAL-C-HARACIERIUICS AND SPElQ1EJ_Q'ATl_0_N_$_, � Shall be strictly in accordard riddl-T General i and ConOponents itidic-ated on sheet 1, 2and 21 Qf 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor speollficautons shalt be as Indicated on, sheets 1, 7 and 21 of 26, of POoduct Evildinflon Document (RED.). chadeling fill 20-176. 7. LIlMJ.TALT1QCN$ AN.D_CQNVITM$. OF LIU- 7-1. ShaU ti striefri ill compliaore wil General f,votas N , , indi ed i - ci 1� §3 thru ! 4, t on sheet 1 ol 26, aq well as General Notes # 1 inni 4 anc 1 1 thru 16, fndicalled on slieet 21 of 26 of Product Evaluation Document (P. F D.), drawing No., 20-176 prepared by Tfhem, Inn ano signed and sealed by fiffaltor A, Tillill P,E, 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on ,ect"Din 1620.2 ot the Florida 8widing Code 7.3, Product shall only be installed Into poured coincruld, concrete block, and , w,) a d fret rhe -q n x lure S. Product Evaluation Report prep,ail uy Walter A- Tillh, Jid P E. (Florlda Licansil No 44167), Presidentof Tifti Ific. tFlorida CA-000-6719), 'CIIINWAll ,i,1%"I,:), r D ?'I ,�, � jt.41",�, 1011� . .......... � " I,/ . " ,�� - ., - P N , - f�- '___1 ,�,�, - .- ;? .. "WiC­ se- *%, - z I � :, ' - - - - ­L ,,�,II - ­-�­ '; _ �'I� I-,, 4 4 10s 7 � S � __ - ­­ � - - - 17i ; _- * . * �- __ '_ - I _- ,= 11 - V z ..4i _6:� .-- - ., SPATE D� �:Stlz f - ­ - ­ ­ I ­_ , - __,,yLr 6z :,. r f I, 'L r- I , � 11, , - , . 1. If , It, ,,� " I,,, �,�I' - � , I��� _ I . �� , ", 6 1 - -, ,AAFTLL Ed: i 'r I I 'r,"O '114,111TI11C)TE F�,-, I�� 13ARDIS 'I Fd� it, RETPOPT ;�IO T G� E!!Ird,dit AIR FO IF E CTI DE P R 00 I F5� Lt C ; tiCI I u,PIT ddtWW_ F- I A 51 EL L E�T DFAM PAI 0A'-WF*d Ni 7E. L ti�_-OIRT 9 2Ci,I)72I0 I / 010011 .... . � ........ .. . . � ..... .. .. � .... � .. ... ­­_ ".'', "� ......... ... ...... �­­-__.I, .. . . I_, N -1 / r- A/ TITT-Ecci> 1N="_\_ T � ... ll-If . . . .. . �-�""'I'�'-����-S-",I,,"'�"'�I ... T�lil`E .... �,,""-&,-I,�""I'�"�'�'�':�-,!"!";",Il . .. III ... 01:1-E:'-!�'�"-4!,g"N-S,",!"",(",��l-lulf�-�l,p-,A"A�W"10', __ __ ____ - - ___ __ ViyAUIR S IIC_11� !!L,:'E 11WOUCT R T A _-EVALLATION - _ __E"J� REPORT NO. � 20-0727.02 DATE: July 27, 2020 PRODI CATEGORY: snuders PRODUCT SUB -CATEGORY, Storm Panels PRODUCT NAME: 24 GAGE GALVANVED STEEL STORM PANEL MANUFACTUPil (Acil bi -,,a.l.Fl-o-tec-,tit�-n.Pro�dii�rtp:.,LL�C 4300 S.VV. 51 Street Davie, Florida M314 - 0IHi-IW'k�r0I�C,),r! 'I Pr :�-.,Is:;� A'.-r " � LI.II, � __]`16�1 , 1. PURPOSE OF EVALUAILO . N, Thisis a Product Evaluation Report issued by Walter A. Tillit, Jil P.E, (System ID 4 I 906) to the Global Protection Products, LLC, Rule Chapter No, 61 G20-3, Method I D of the Florida Deparlmild of 8 usl nuros and Profiessitional Regulation, This product is being Issued an Evaluation Report asoracrill heril and has bean varIfied for compliance in arx,ordance with the 2020 Seventh Edition of the Florida Building Code, add to verify that the product is for the purpose intended at leas, equivalent to that required by the Code. This Product E,jailuation Report shall be subject to review and reAsion lri base of a Building Code change their may affect its limitations and conditions Z__F,LV!Q F NTC_E_,5_M_I%MflUW_r Zj� PRODUCT A if-ludir-liti'll -IF, I' -.), Drawing No. 211i Wiled"24 GAGE GALVANIZED STEEL STORM PANEL', shee is I thru 1-3 of 18 prepared by Tifiteco, Iril signed and sealed by Walter A� Tillit, Jr., P.11i dated 07i2712020 This drErvieng is an into ofo.1hifs R,koli 1�111Z,I.%N,, , Evaluation Report `id`�i: .'L '/-- -1 "I I ,.. :jk - -__ V< .. ":�L .�� % - --- --Tl ., ----- � � �i 1� It , - -- � f�',`I --lds ­1 Ill 1 H !� 1 - I `- ' ­_ - , - ­t, � � - 7_'1j,dlI * :*= - . = i - .. -A- - -I, . 1, 1�po.'-� S , ,E ol, �', 45, - ,-- - qN .�,,,,A,: "',, 'P'.". , , r. 0 ill 1, ,, '. 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LLC, � tl,�F, i � .2 ,�� in 1 - - T1 � K�A&__EQE__;��aK_REavl -ii, E�91 � � i 9 � j � ,-',,- i !-!�, ­ ., 'Ill . _�, t, l� ��4 . � t ­ - P - " __ r , "r- ,[,iI ack7lIQ111i D�A_l I__TQ_S,r1.k9�Q -5i , � , L '. 'o", - , f,,�, 11F 7_­ "I � & Ll�­ ­­ ,e " � . - 3- - -- - _n � . - -­ - - - - ____IT ­ .- ­.TX1 -1 - ­ ',t,0,­ �E. _ ­ - - - ­ - .1 � MORK I -1 � I I I - I - -1 _EW_R72A0_X1_V21Q_1 2 2.2-TEMEPORM Large missile impact load teststsers performed under SSTD 12-K standard as peir section 1609.1-2 of the Florida Building Codal Uniform static loads as per Setation 1709-til per ASTI E-330, Test reports prepared by Atinarican Testing Lab of South Florida, Report# 0814,01-01 dated 0311 IfO2 witnessed by William R__ Meholl P,E., 8orL-- Morrid P.E, and Henry Hattem,, P,E. and Report No� 02119.01-01_-� dated February 25, 2009, signed and sealed by Edmunclo ada, P.E. and Henry Hattern. P.E. Large missile impact and cyclic loadings per Ptotoovl- TAS 201 & 203 as per section I 609.1 2 of the Florida Building coll Test ii;port prepared by American Testing Lab of South Florida, Report No. 1123,01-10a dated November 23. 2010, signed and sealed by Julio E. Gonrzale7, P E Tensile test report No 19CM-198 tj OC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Gradle. P,E, as per ASTIM E:-8 and Tensile Test as per i Moliallurgical Report No, I OKM-1 3i8, dated December 1 F 201 0 signed anFjEAoaied by JerrIfIfinutrialoo, P�E. as perASThil E-& 2-1 �STRUllZT-URAIL M NEERili ACALCULAT]IiMS; I 24 Gage GalvadryLzad Steel Storm Panel for maximum pari length vs. design wind foad, as well as roaximum anchor spacing its. design wind load and panel length based on rational and cornparative analysis, and in accordance will-i section 1604 of the Florida Building Code- Calculations prepared by Tilteco, _� );-to � dated 12' '18110 and 08/2711. tfor this revision), signed and sealed by Walter A `Filli P.F_ 3. MISaILEAPACT RMISTANCE, Large missile impact under section 16091 I2 of the Florida Building Co. de, as per 8STD 1 2-99 Standard mid TAS2P! � 4_�VWWL0_AD_.1Ii �El TFIII 24. Gage G,ahiian�zqtl Steel Storm Panel has been verified to sustain wine prossures, Maximurn panel length shall be as indicated on sheets 3, 9, la, I 1, I 2 and 17 of 1 8 of Product Evaluation Document (P.EM ), drawing No. 20-176. Maximum Anchor Spacing shall I---- as indicated on sheets 5, 9, iii 11, 13 rbru 16 and IS Of 1,91 of Product Eliddiffluefford ("Cix!tOrinent (RE.D.), drawing No,, 20I 24 Gage Galvanized St." Storm Panei has Dean verified for coll compliance to iiiii-cirk as a norF-porous snarm shutter assembly, as il SSTD 12-99 Standard. CriodiI liddifailo , r ,,� - FIX A,,, �,/�Z L "It. TV , - . ,�,­­'. 1, , , __'. 1.'%V, 0 FC1,1l k�� 7____ __ - ,_� , e . I- - _____ - . % �, - � I � _,;,I�. � �_ - :i T ,��,444167 � 't L - _ � r � E S ,,,, �� 'Li ,�,�_ �1, - , "" ,�,�� * !*= - III � - - 11. � 1 Z cz� S �, - .I At; 'P , R 1, ,.,.�� -, .. , 11 �� . . . " 'k, I r .... .. CAI., � I, Al. .1 Flit IWOVIAtui I 1/4, 2/4, 3/4i AJ4, 5/5. 7/5, � KYAULUION RF&9CRT_N"1AU-"11 5-MMAIJAMEW- Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (Il drawling No. 20-175 Minimum separation to glass shall he as indicated an sheets 3, 6� 13. 14� 15, 16 and I 8 of I 8, of Product Evaluation Document I I -0.), drawing No- 20-175- B. MATERIAL C_MA_W1MTjC_3 _AND ,SP E C jF tZA Uoj*; Shalt be strictly in accordance with General Notes and Components iruddicated on sheet I and 2 of 1 & of Product Evaluation Document (P,E-D-), drawing No. 20-175. Anchor specifications shall be as indicated on sheet I of 1 B. of Product Evaluation Document (P.E.1i drawing No. 20-175- 7- LWITADQN-5-ANJE-1-CAMM 7A Shall be strictly in compliance, with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 'IS of Product Evaluation Document (P ED,), drawing No. 20-175 prepild- it,- Tifteco, Inc. and signed and sealed by"Olialler A. T.3M, Jr., RE 7.2, Product shalt not be Installed within HIGH VELOCITY HURRICANE ZONES as defined nrO w.tion 16202 of ins Florida Building Code, 7-3. Prouto-ol shall only be installed into poured concrete, concrete block, and volood fares structures Product Evaluation Report prepared by Walter A. Tfillit, Jr., P.E. (Florida License No, 44167'r, President of TlIteco. Inc. (Floods CA-000i L"-,;�",­;­­­"-,"�� -1i - � ,IF .1 aN,9,,,,',.,;f 1:� E.____AA _C:,�_ __ I I� '�'� ­. " `W"qj�"" :, _ _ � Idd� ti, , �I -'N'r,". ,I tl�l 67 " ���,� � ��,_ - 1 t � u -"ill * . 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T2 1 ANCHOR NOTES., I ANC�:�IrL��---,Utl.--EsTCA-r.F*�';L�S�CnTf,FIEUr�oE���,gL � _CW: T ENTIC'Nol - " MAY.1mulk ALLUBEG", ifmLTC­,uR5wPOQt41f MAYLIMIJI'll ALLOWABLE ETTVI AND PTESSILIPBE TNQViVi�isf11 1PT5PA,"J �,-JUVI fV1IkLLAPfLf , 1 Ill Toll TIPE413i RAI TCC1 ill PA-51ENTIEFT ­417Froll T"u EPCIIIT�Igl -oECCT�Cunf PACT - I OETI' C VIIII -'IV VPV_�-_ QI OT'Too 'aPSAIM 7o`CNCJ C�'C IrrTuil- N-C'rEN,;AlT,I ,:P1fEC,iPI .-TisI am &SVIFIFf". CNIT !:SrR.V<1 SPAIN GRINNTER � VAN CR 8Q"o, T-I 911JITTENT SPAI � , � 5 _DNI 'r. -III -VA Pool , CT SlaaTTITTE3 CGRANYTTIFPST io�FF N10111111TINg DFTAJj_5 "No �_ EC -E 1, �, , ITT CPpGQagjA I ' P Ii ITS I- P�S'T E NO 1145 " ANIF STU ratr U ' F. D I No' rxv�WINGITCON Ng7H ALI. ENOUBTEPOrl EXTRIJBiCRIS N 'F` FIRINGKI S" JOUEJ) Pai F1 C 11 "Shr oil I � 0 � PACaL PASTE NOR 5STI ON; I ABLE VALUES NINE A Lit. so -I NICE' -W-HIFAVENS (VOCIPI]TANC 5UTILCION17 '_0lGTgUCeV) 4 NINPIP-HORS SP`I BE aVr,1 T4 UEEN fh All DAT,lft Al H F`W.U9P _­711 I EV -L Eke'I�HREKOIT _� Coo 51 PiELLOW on.cl I-KIST STIVIU1711j"d-1 Etv"CLIfIENESPITI FIT Al il "COACK. 4 - ADEQUA70TV VPoSIPTER LKINADS TO HOI TRRUOURV, 8, E1,gCftt7E Nhrl`.40oli� VOTED No SHAU. OF FINPIDEDDED TO ON CIPOR-KED CONCRETF ONLY ' 9 W�KP EXTSTTal STANS,1URIF IS VIONDET FUNIVII EXf5flNg (TOODUTUNS MAY Tooling RE1.6 ifZROFf ThAT �­l E,GKC ARE TPITOACOSQUAFF Call INTIAMINGI Mallaffia, NOT FtIWOSPEN, IFTSIGNING TO P%TW= IS ,gP]1lTS­`TAG.lz WI Fii "ITIlir CU'.TEJaR, I'MCF5, k0r, *I-N ANCITIORS FAI T0,IVERROTS �Nouco, sTuSIfITAKNINC PA51"eEkit, 51-AN , BE XCIP go i-Viliff I , ol _TCIMONAL " T 4" drita � ESgj,' SEPI tX,� EDGE L�ASTAINCI& IS AC11P.11"TABE-E T"Ok CC)cCl . FRATUNCII, � Till _-7 "I.5 I1,4N.1 OF "CiTkUTISINEN F`ECNF' G-C SIC OR, I gall ISG Scf,Eill SHIALI ltw F`Vfful FAIT HEAD �A, Hag TFAI I I FoBEA] -1 AT,KaiVQfT, ATIF DEPAPAI T'Ji POW-, 50A � - PC rL, 5 I al`_� w _--fu 1 IF I i� , , - _�r'�' T", _11I -1 I IPTN ' , �IABL OPPI ,IV �Vfrot Tow SPN'Ool�. mo, L,T,- 1p-, PREN TTKI IS I li,,I�Iiloliz?P&F�l I ' "if. ' -1.1f I C I AT4I III MKI NN HAVE U17 Sol 8, PC P I ffEAD, TPI 4TAM C III Al -,NAiT ELL 11TECIALK 51i U Cl�of I -1 141w No )CON, ENINFIDENRIT ANTI NKTP*,� lifill � l0i l S I � �M lK ar 11 I -I A 1 N _l F1 NeHIO5 i, IT ow Los UIETII. 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I I �,4 0 < _J = §- PIP" 1 I � In v :E:z , wili '04 8 , ti ,� ff 0 , 9 0 2i L7 I W 6 X To c- . =3 -0 d I . p . - - I co 0 L_ 0- it � i I I 1 I 1. , .N . : I i ., d I i ; : I I I m r= U) m # I 11 F I tm , C " 00 � I a ; 11 , , - U I I $_0AE =3 LU 20-31543 ==3 � "UROOMIlliM �E < a I " ; - 17 1 IF. k __ j � ;z < I __j n SHEET NO. II S H 1.5. FOLD UP WEATHER R , ES�SlTvf[z BARRIER& ___'NE,fkTHER RESISTIVE TEN B RR I ER WINDOW UNIT FLA U IFIC)RAMLY SECURE SHING RE"UREMENTS ... ....... DOOR ROUGH OPl�MNG WEATHER SLOPE RESISITIVE Cz R703.1 General. Exterior walls shall provide the buflding with a weather -resistant exterior wall envelope. The exterior wall envelope shall 03 in 12.0 in I > BARRIER Woof) FRAME C ONSTR, 10. 6 cm '. 30.5 cm) include flashing as described in Section R703.4. TAPE EXTERIOR SELF ADHEREDFLAS "' ''' U"'i /­ T4`-I" BEAD OF CONSIR SHEATHING Ry LAPP�104(3 DC ADHESWE TO FIF AVIFI� R:1 El� IJ NDER SFLF-ADHERED FLASHING OVET, RIIIA �THRE!:,31 �CiILD CfF'DC)(A!I 0 VVALI BY6 �N. REI I PRN UP JAMB 6 � USE UQ1 IID R703.1 -1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water Cid -0 CL - -ATHER EXI"EFIOR RAND LIR HAJA� VVIL NAIL "� within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of. (3) 'CEMT, FIN. —4 PROOF CAULKINGm draining to the exterior water that penetrates the exterior cladding. VuF-A T H E R SELF-ADHFR�_D FLAV311ilNf� BUILDING PAPER RESISITIVE > BARRIER 0 0 VVIRE LATH R703.2 Water-resistrve barrier,0ne laver, of No, 15 asphalt felt, free frorn hoIes and breaks, cornp�yingwlth ASTM D226 for Type 1 felt or other" c 0 UNDER &JElf LOOR approved water -resistive bar6er shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shafl be applied horizontally, (SEE �)EIAIL WP0"'A LL SELF -ADHERED FLASHING with the upper layer lapped over the lovver layer not less than 2 inches, Where joints occur, felt shall be lapped not less than 6 inches, Other co CU approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions- The No. 15 asphalt CU (:) > felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 70 E a) 0 HEAD FLASHNG TIE-IN INSTRUXTIONS 1, Cut, fold up & temporarily secure weather RIM IOIST 0 CL appendages in a manner to meet the requirements of the exterior Wall envelope as described in Section R-1703-1. resistive barrier above header to allow for —fH E s EbETAILS; ARE GENERIC AND a- CU flashing installation C: U) MEANT TO SHOW GENERAL FLASHING 2, Self -adhered flashing plus head flashing under 'd, R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied. over wood�based AND WATERPROOFING METHODS TO weather resistive barrier tw sheathing, shall include a water -resistive vaper-permeable barrier with a performance at least quivalent to o layers of Ulrade ID paper. The 3 Fold weather resistrve barrier back over head BE USED. 2) AV �.2 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in lashing and sea! with tape - 1, _�111 ... . ...... accordance with Section R7:03A) intended to drain to the wa ter- resistive barrier is directed between the layers, SELF -ADHERED FLASHING Scale� NTS SELF -ADHERED FLASHING elk SELF -ADHERED FLASHING FLANGED WINDOW Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER wpol EXTERIOR DOOR WITH DECK - SECTION A WPUZ CEMT- FINISH SILLI POTSHELF/ CHIMNEY SHOULDER WP03 equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, EXICRIof�SF,F_ATHING MECHANICCALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. 3A"- BEAD C)F CONSTIR NEEDED IN CORPIERS ADHESIVE 'I � SFt EKTFRUOR��,HEATH04G INS f i%0H1:, �,Ej L L 'T�-l�l,OUGHSE�t.F"4�\C)HE,FiED J ASPHALT ADHESKIE SfVE 1 0 BE APPLIED UNDER R703.4 Flashing. Approved metal flashing, vinyl flashing, seff-adhered membranes and mechanically attached flexible flashing shall be applied r 1! ASWNG �E"AD aig" CEMENT FLASHIING SEE' FLASHING �7 THRESHOLD OF DOOR AND RETI_Jf",�N ­SELF-ADHERE0 FLASHING—,";, shingle -fashion or in accordance with the manufacturer's instructions- Metal flashing shall be corrosion resistant. Fluid -applied membranes LIQUID NAIL BRAND FLANGED %rnN0OVV I TP JAMB 6"� US ed as flashing shall be applied in accordance with the manufacturel's instructions- All flash Ing shall be applied in a manner to prevent the PLASTER .......... .. (I OFTAII, WP6 1 � i 'AULKING u S 12 MIL DPYLOK CMIJ - MASONRY BLOCK OR EQUAL WEATHER PROOF C, EXTREME REFER TO TECHNICAL .............. 1 ... \ pS 2� _n&;fo SCORED entry of Water into the wall cavity or penetration of water to the building structural framing components. LET7ER ON CHEMICAL RELEASE PAPER WINDOW COMRATIBIL[TY Self -adhered membranes used as flashing shall comply wit�h AAMA 711. All exterior fenestration products shall be Sealed at the junctu:re with FASTENER _LF-ADHE RED FLASHING Q. �)Itl(3 the building wail wlth a sealant complying with AAMA BCD or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 1 SEALANTAT SE 11 Contract 4) SEALANT JOI 7 EXTEND A MININkP J 6" -applied membranes used as WINDOW DUCK TO AC"�5WE AS SHCWN, ion, ASTMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid V OUTSIDE EDGE OF MASONRY ffiT1G.A'LY FROM 'A exterior walls shall comply wih AAMA 7 -The flashing shall extend to the surface of the exterior wall finish. Approved flashings BOTTO11i, CIF flashing t WINDOW BUCK THRESHOL" tiTJOINT shall be installed at the following locationsR 2) SEAL& 5) SEALANT FROM INSIDE EDGE OF WINDOW BUCK WINDOWFRAME ACROSS WINDOW BUCK Sf�CTION-A �ISEE DETAIL WP02) AND EXTEND TO WINDOW FRAME 1. 1 Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 fbr subsequent drainage. Mechanically attached flexible flashings MASONRY —ATTACHED SELF -ADHERED FLASHiNG PER CODE 2. Flashing at exterior window and door openings shall be installed in accordance with one or more of. the shall comply with AAMA 7. 6) TOOLED SEALANT REQUIREMENT S B EA following: E D BRIDGING CLADDING AND WINDOW C_ k,5 1A The fenestration manufacturers Installation and Tlashing instructions, or for applications not addressed -in the fenestration FRAME 3� SEALANTWINDOW FRAME TC . . ....... . AIA.F-ADHEREDf 11 1A";!�`111NG �,0%11I �N(�; FLANGE manufacturer's instructions, in accordance Mth the flashing manufacturer's instructions. Where flashing instructions or details, are WINDOW BUCK ALL THE WAY 4-, 4 AROUND, INCLUDING SILL. 2 SEAL TOPS OF J061 S not �provided, pan fla5hing shal:l be installed at the sill of exterior window and door openings. Pan fla5hing shall be 5ealed or DOWDT FLASH OVER UNDER DECKING 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 BOTTOM NAILING 8 (SFr'DETAIL WPO7 2 drainage. Openings using pan flashino shall incorporate flashing or protection at the head and s des �E FLANG 1.2 1 .2- In accordance with the flashing design or method of a registered design professional. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SEL.F-ADHERED FLASHING SELF -ADHERED FLASHING 1.3 1 .3- In accordance with other, approved methods, FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK W P 0% 5 INSIDE CORNER W'PO 1.4 9 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAIWDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA1VDMA 400- �_At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings- w- Giround --a 3. 3.Under and at the ends of masonry, wood for metal �copings and sift, 4.4.Continuously above all projecting wood trim. SIHEATH!NG 5- 5-Where extenor porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6- 6.At wall and roof intersections. 7,7.At buift-in gutters. Water Re&-Istant Barner 7 Lath JAMB, SILL AND HEAD DE L15ft N APPROVED SHEATHING SELF -ADHERED FLASHIN'G Sheathmg APPROVED HOUSEWRAP PATCH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL STRUCTALATH TWIN TRACK 2.5 Stucco PLA 3A" CEMENT ASTER FLASHING AND WATERPROOFING METHODS TO BE USED. 4 43 APPROVED, FLASHING f"AfIE - _7 DOUBLE 4 -%r SEALAN T S OC K ET 'Mr T H JOIST 7/8"' Cement Plaster TOOLED APPROVED SEALANT WOOD BEAM SINGLE in accordance with 718" Cement Plaster FDundafion War' JOIST BELOW SFL-�-ADHERED FLASHING TMC926 ccordance with AS In a SELF -ADHERED FtASHING ASTMC926 Felt backed metal �4 e - lathe in accordance Felt backed metal' 3' k4l N withASTMC1063 lathe in accordance S :LF-ADHERED SELF -ADHERED 4 with ASTMC1063 FLASHING FLASHING Building Papel 2 5 % --- ­ ­�,,., X - X Building Paper ... ... .... 7/16" O�. S. B. sheaV iling SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING Metal OP, DECK JOIST WPO'7 OUTSIDE CORNER WVT PU'-% 8 FOUNDATION WEEP SCREED W 0 9 EXTRUDED SHOULDER lk Flashing Weep Screed L PeF Installed As 2x FRAMEWALL---__, Mamlfact. Spec,& 4­0 STRIP OF SAL LEGEINI D Maintain Stampede or similar CD SELF-ADH�ERED I A ING PRODUCTSDETAILS TILE FINISH SEI F ADHERED FI HING (SAF) Button of cauk bottom DRAi AGE PLANE WREi 1 DRAINAUE PLANE 1-D.-PIWEATHER R-,-E-_5i5TANT F Weep Screed joint only HARRIER IWRM LU 130N[) t3r1r:,f��K WEA1 HER RESISTAN BARRIER 1 1/2" to 2" Weep Screed 'WATER RE&ISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO Above Roof 1/2" DUR0CK­­,­­­--­,_ inst0ed As Per, rn PLJ%�: I I:: `o�)R'V PER THE FBC RESIDENTIAL 7TH EDITION (2020) Shea0iiing ------ 3F LATH SHE� THING,'OSS'. PLYWOOD, DENSGLASS Manufact Specs. IM -114" PER PLAN z APC)PWRBO(,IT Detail Instructions V-0" PER PLAN THE VERTICAL 1/2" Cementitious 0 Refer to the number marked as in each, detail that corresponds to the Cement plaster Decorative Finish SWIFA� ��E Tf.) P)rl OF in accardance . . ... . ...... . . ........ numbered Items'n the list of instructions below� A N'141 I! A CL with AS'I"MC926 Ali inside and CL SLOPE ove� Wood 2nd 1 Install self -adhered flashing in order as shown by numbers 89 CMU 2" INCH FLANGE floor outside corner will < 2. Install flashing and weather resistive barrier to form water shedding need to be miter cut and caulked all laps 4" OR 8" CMU < (PER SEAT DEPTH) I I, k- TI 1 butt joints need to 1 Seff-ad'hei e�d flashing can be subsfituted for build:ing paper z URAL FR,144�,10ING z < becaUlKed us,ing 4. Split the release paper using the ripcord (Split release on demand, __J __J tampede of, sim. FILL WITH GROUT S embedded in the adhesive layer) - for ease of installation ancl to caulk for all 14 HIS 0 I I GAP IS A RESULT OF W W PLASTER STOP —STRIP OF SAF minimize scoring cuts A , NATURAL SHRINKAGE W NaT SEAI- 5� Remove aII release paper per standard �installation instructions and CONT i I*P)� IS BArKER DRAINAGE PLANE WRB Cn ui JUN 2 7 __4110ND BREAK V1�43B adhere tOSLIbStrate using: a square piece of flashing material (6" x 6" PC r2f SEAL APO- 11RI I I., s'( H I.-: E 11� 11 PLAS-T C lui UJ !%,cc, E S S 0 R "I" SLOPED MUD BED U) Min mun F_ t 8F LATH 6. Fold as shown by arrows LLJ 7. Angle of comer may vary, adjust folding of the flashing accordingly to W 3: 4 fit tight to corner VINYL SHOWERPAN The building pape�r, and metal lat,,,V �bq U.1 Note: 8. Mechanically fasten as necessary at I via installed over the top of the C. L S L0_F �E Cement v Assis 4 for compli, mP Sted and aPproved < :3 PLASTER STOP Plaster rice 1_1t� z: CC)NTIN -_ 1) - with thi 2020 FBC 7th Edition ILIOU-S BACKER R0D over block by Debra Anne (lahr PX2300 z 1 St floor < & SEALANT <I FINISH CL ><_ SHEET NO. E SHOWER SEAT WEEP SCREED D� TAI�L i,�:! F`i1"r,1,(_.,ANTI LEV'ER W P *' 11 wplu - - ------ SCALE� NOT'I"O SCALF W Homm" 1 00"L r � a TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-GOAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN — SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED -- WEEP SCREED CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS -- ROOF UNDERLAYMENT TO TURN UP WALL MIN 8 ROOF SHEATHING PER PLAN ----------- NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 3"=1'-0" TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN--_--__ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL---- CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN 3"= 1'-0" z 00 HEAD WALL MEN=lm\ STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2.• LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP _JI:IIJk[H,=1:UjL SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"-----\\\ ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN-------___ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED- dY4F= 11&'1*0 : I W RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO \ TURN UP WALL MIN 8"-� y' ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION -RESISTANT MATERIAL FLASHING TURN 3" UP WALL HEAD WALL TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS AV WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER FLASHING--- STARTER STRIP—--, CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND Ar UNDERLAYMENT SHINGLE ROOF PER SPECS - ROOF UNDERLAYMENT TO z TURN UP WALL MIN 8" ROOF SHEATHING 00 PER PLAN RAKE WALL WP12 - ROOF 3 -1 -0 , TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN 00 STARTER STRIP HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL-- CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 00 'Z' CLOSURE ROOF STANDING ETA PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN RAKE WALL WP14 - 3"=1 '-0" �t z 00 HEAD WALL HEAD WALL FIBER CEMENT SIDING P'ER ELEVATIONS --- WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING--` TAPE EDGE OF COUNTER FLASHING STARTER STRIP COUNTER FLASHING---. CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS-----,, STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN FIBER CEMENT SIDING PER ELEVATIONS TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN — SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN STARTER STRIP RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2 CONT BUTYL TAPE SEALAN' MANUFACTURER INSTALLA- INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS -- ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"------- ROOF SHEATHING PER PLAN CONT SELF ADHERED FLASHING TURN 3" UP WALL FLASHING REQUIREMENTS j R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A 0 WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > U O O +� R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED i Q. O AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O L WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE CCf EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � U ft THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. co R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM c: LO O HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED 0 cl C O WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O Li- cu EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O `� UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� O O w JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED U) MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE cu 02 c Q BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 \ OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE AF-z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN 00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE �r BARRIER IS DIRECTED BETWEEN THE LAYERS. `' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS, ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILING STRUCTURAL FRAMING W P 13 SE FDA HERED MEMBRANES U EDOAS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A r o0 REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL WP 15 FLASHING AND WATERPROOFING METHODS TO BE USED. �d co }� W O O O 0 =3 JUN 2 i L o cn V (D cn m Virtual Review Assist. lnc. Mans Review completed for��mplland approved ance with the 2020 -4-0 co w FBC 7th Edition by Debra Aisne Mohr PX2300 ¢ z z J SHEET NO. WR 2.0 I -- _—Fii i —1 1 TF to W STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED-------_ WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN -- 3"=1'-0" WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED-----__ WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING----__ CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL ---- PT 1X BLOCKING COUNTER FLASHING co PAN FLASHING 6" ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"--- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS----___ 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING NOTE: PER PLAN :yo ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION LK -RESISTANT MATERIAL HEAD WALL "' """" : ROOF PER SPECS AYMENT GLE OVER GE 1EATHING N GE FASCIA HERED WRB TO : OVER WRB ON :LOW JM BRAKE METAL WRAP kCKER ROD kLANT 'J' MOULDING F BRAKE METAL ON FRAME - 7/8" SAND FINISH STUCCO FURRING LATH ON 2- OF WATER RESISTIVE COMPLYING WITH 556, TYPE 1 (TYP) IEATHING PER PLAN FLASHING REQUIREMENTS FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A PER ELEVATIONS WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER BARRIER OVER FLASHING FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO STARTER STRIP THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. SHINGLE WATER RESISTIVE BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL FLASHING HOLD 1/4" AIR GAP EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE COUNTER FLASHING BETWEEN SIDING AND UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED CONT SELF ADHERED FLASHING TO _�- MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS FLASHING TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING PT 1X10 BLOCKING PT 1X BLOCKING— APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. CONT SELF ADHERED FLASHING COUNTER FLASHING TURN 3" UP BLOCKING R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE PAN FLASHING 6" MIN-- _ INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED CEMENT MORTAR-- SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT' CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING TILE ROOF PER SPECS PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 2X NAILER SECURELY WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER FASTENED TO DECK THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR ROOF SHEATHING DESIGNED DRAINAGE SPACE. PER PLAN R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE RO F TO WALL - BARREL TILE TO SIDING W P 16 - W P 17 BUILDING STRUCTURAL FRAMING COMPONENTS. 3"=1 �-0" SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1 A THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. ROOF, EDGE DETAIL THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL 3 -1-0 WP 1 8 FLASHING AND WATERPROOFING METHODS TO BE USED. JUN 212023 2Q23 \.V/R/\ �, Virtual Review Assist, inc. t-"lans Review completed and approved lnr'WMPliance with the 2020 FBC 7th Edit �Y Debra Anne Klahr PX2300 N N O O N 2N O O O C '� cu U N �— ci N O CO U O; Cu - '= cn � ca.O O cu LL O .� cn 0 � Q� O L iE 1---0 cu 402 cu co C a z z W J 0 0 w z z AT`) w `0 i 0 i U 0 a� a m a SHEET NO. Wpl 2.1 --- _.- T- 11 V 1. 11 L .--1-- i „� 71 ITI;. .I�.I�-CFI. I IE h.