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ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU -AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM - BEAM BLK -BLOCK BLDG - BUILDING BIRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FIR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INT'ERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS . - ROUGH SAWN Sc - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF -VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: II = STAIR CALL OUT HEIGHT OF STEP DOWN FOOTING CALL OUT - STEP DOWN = C SEE FOOTING TALLOWY SCHEDULE ARROW SHOWS 0 = KEYNOTE CALL OUT DIRECTION OF VIEW 1 ELEV NUMBER �q = PRE -CAST LINTEL CALL OUT - SEE LENTEL 49 SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER lam--ELEV NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 <a-�:ARROWSHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER Al SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 ;SHEET Al SECTION NUMBER NUMBER LOCATION OF CUT SECTION MARKER THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP.10 EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. N A Fitsm LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 187 1 1 ATLANTA VERSION DESCRIPTION OF CHANGES 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION 4.0 PLAN REVISIONS 5.0 PERMIT COMMENT REVISION 6.0 TYPICAL TRUSS CONNECTOR REVISION 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 8.0 ADDING K, L, M ELEVATIONS 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 STAND 2ND FLOOR PLAN A3 DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1 ST & 2ND FLOOR ELECTRICAL PLAN A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M/S FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO PA1.3 PRODUCT APPROVAL INFO PA1.4 PRODUCT APPROVAL INFO PA1.5 PRODUCT APPROVAL INFO SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS WP2.0 WATERPROOFING DETAILS WP2.1 WATERPROOFING DETAILS JUL 21 2023 y„►„a4 l,"......--- roved plans Review completed and approved for compl� UebraAnn 'e Klahrp bFB Pk 3QQ Edition 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. ,.AUG.,1 � 2023 0 ' moo' 0 W > 0 cc 1 o U 0 c t/1 �i ♦� CON -0 O f nu W E' 2 M 2 o °o� W.Ni O.��.� mQ n, V Q N CL V V �ff� wp�c �z~¢ _j E- LLj QW w�Y Z (� LJ �p0LL JOWLL Q ��°9o"000m°za¢ ~ f- 0Wa-W wwwinW�¢� � CJ _j°a>z�oF zZLL. wawa U) z ¢�Wpg�Q--Wwp�U°¢ oQ o 0 o¢a ¢ LL i O O N O Lu H ko O 65 O a J Ln u W aC � aua00 z � l- Lu W J0 C� M N 0 Q 00 LO 0 co z w O 0 w 0 z ¢ N N N O o O �M O r r o o (D o O O rn `•, �O CO 00 O O O r M r r r N N N N 0 0 o 0 0 0 O 00 N M N O r r L r 6 0 0 0 N O O O O r r O O N Lo t�! CD CD 0 0 r cYi 'q' Lo' m r: Lo 1 c Z z M (n o �/ owcn O ) Z) O��La O= LO-0 zZF < LU�- m0aa��Z I- v Z J a ZWZz rl � a- W OU � Q S2ZZ `�' Z U V � ® O W � Z cs Z w W M 0 LAST PLOT DATE May. 8, 23 Z 0 COVE,uR SHEET ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 3-1/2" MIN. 2500 PSI CONC. SLAB OVER • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF s MAX. DRY DENSITY TREAT SOIL W/ TERMITE POISONING OR s BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) 0 M 0 d- 0 v M O A7 S3 a 60 ELEV - U-3 1/2" 12 30'-0" i 6' X 3' 5'-2" 3'-2" 3'-4" 3'-4" I 5'-4" 4'-8" 2'-0" I A I I _ HB O E] 0 E] ❑ E] ❑ I 2 I El I E] IB ❑ - I o I N 0 io N � - 7'-3" 11'-7" 1 V-2" CJ LAV I SINK — — — — — — — — — P. F] 4 II 6 ❑ o I II �rW j 5`-3 1/2" 1 1 5 15'-3 3/8" ep Ln D CC -- N S3 '' ❑ - �� 13 L--OD N J-4 I N II II II II 10 LI II /H II ❑ I C) 1 1 11 ELEV. �- (-) 0'- 4" CJW1 H o -- —�� - Fr a rn o) N I 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. 1?.7 ;t 0 v 0 O 0 N 0 ❑ it I C � o B i i j Cc S3 I 9'-10 7/8" 10'-8" ❑ N D -- --------- — — -- CJ - I I I �JJ ❑ I ❑ 1 I B o E7 0 E7 E3 00 _ J A I ❑ S3 C I B — — 0I 0 HB ' q I ?` 3'-5" I 3'-1" 1'-10" 16-0" 10', 21'4" 10" I 30'-0" rh�ELEV (-) 3 1/2" _ U- 9 U a A7 FOUNDATION PLAN - ELEVATION A 1 /4" = 1'-0" C NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ❑ = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB 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 1/2" DP X 9 1/2" WIDE RECESS �2 1-1/2" DP X 8" WIDE RECESS O 1-1/2" DP X 13" WIDE RECESS 4O ICE MAKER LINE SINK- KITCHEN 6O REF 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 C FOOTING LEGEND TAG TYPE SIZE REINFORCING OA THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY O MONO FTG 16" x 12" DP (2) #5s CONT. Virtual Review Assist, inc. Plans Review completed and approved for compliance Debra th Anne eAnneKlaha PX230[9 Edition i M N 0 co co ® LO LO CC C LO CCD •', LO °� pwyr � � s y��w e. �v Ui O 4= aX xs ✓ _ W 0 z p L-0 �o U S 0 (y) N C) V _0 -C- Ao '= s 2 Oo 2 o yr 0 ti o C Q V) u Lu Q N >� o E 2 .9) 00 CL Q) W �Wy (� W �LLl W p� WrQ x�� qf�Yezw Z �02__ pMw<,002 JO LL < U Q I- 1- ?axJ Z x�QZ 20 C, C�CM6,O200mozZ:D U (U ®d ®z �pa>zY0Lu �z�pWo�a Q0wp�l¢--� �YZ2�0 o o OLL Q p Q� f r O O O LJJ > u.) C:) O O Q (n J Ln CL � uo) Ll. � Q LLi Q Q Q 00 z W Lu J O 110 mi V_ N 0 co 0 co 0 A 4 CV CD N N O O O O o 00 ai coM � � M � o N O N CD•, N N 0 N 0 N 0 N O 0 N 0 N 0 N 0 N A O N O CDr o rCD Ob N LOr O CD O O G CDf O O N 0 ® _ O O .L Nr- o 0 0 0 0 0 LO z z o 4-1 V U I- _ ® < 0 EL W W Z Zw~� CO U uj z `S+ i Q Wrl �zz z W Co O�gz V CL W ® z ,�! �z`n �QO Z U U � 0 z A 1 ¢ z W W Cl) N M r LAST PLOT DATE May. 8, 23 ® ® J FOUNDATION PLAN A NOTE: SEE SHEET S-11,12 '1873' FOR LINTEL CALLOUTS & DETAILS 30'-0" 9'-10" 15'-6" LINE OF ROOF ABOVE 9 A7 CONC. PAD - °° SH 35 3 1/2" 0 1'-0" N HB HD AT T-4" 1 5068 SGD I 1 I I FAMILY ROOM DINING ROOM M 17 -11 X 13 -3 -511 1' o 8 8"CLG 8'-8" CLG 7 5/8" 4'-8" 3'-8" 5'-11" 4. 6'-9" 3'-1" V-11" 2'-4 3/4" 7 5/8" 2X4 KNEE `�" 6" PLUMBING g I WALL, TOP N STACK WALL---------_S6 1 AT 34 1/2" r 1CARPET TILE REF �t CV II II I =____ _� 00 I KITCHEN 1====9-= c o c _ 0 14'-1" X 9'-6" IpW 8'-8" CLG SINK W/ 3 I DISPOSAL I w o J Q -jj A7 2 ~ 2068 S6 HOOD/ RANG 1 co��� O O O PANTRY c 4" 10 (4) 16" o N1 N DP SH \ V_ w IPDWR R 8'-8" CLG iv 4" INSULATED I 20 MIN FIRE BRG WALL PROTECTIVE p _ r — — — RATED DOOR BOLLARD101 W/ WEATHER STRIP 31+7 S3 LO LINE OF — CC N FLOOR — S3 ABV 4" INSULATED BRG WALL 42" H. V4Vz LOW SLOPED CC 10 WALL S3 3 r 9------ TWO CAR GARAGE s_-- 20'-1" X 20'-0" A3 36" HIGH7 CONT. RAILING FOYER 6 5 J RPET ------ S3 4 TILE ------ _ 3 ------------- LINE OF GARAGE IN 00 1 2 I OPEN POSTION LO U�P M l ' , � I \ 1 I I / HAT I o 1 /2" 7'-4� 8 M 00 TEMP. GLASS M 4'4` 2'-9 WD 111 � 16070 HB 8" V-2" 0 SOFFIT ABV _� ENTRY 8'-8" X 4'-4" 7'-8" 2'-8" 16'-0" 2'-8" 8'-8" 21'-4" 30'-0" �C? m-00 w F... TIE BM 9 AT 8'-8" A7 mbo w I= FIRST FLOOR PLAN - ELEVATION A 1 /411 = 1'-0„ 0 N 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 , S12'187T FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 9 A7 TOP AT 18'-0" O 9 2'-10 3/4" Q SH 25 HD AT T-3" EGRESS WE � i01, ��� PRIN 27'-1 1 /4" DRAIN LINE OF SHWR HD ROOF & VALVE %—BELOW (4) 16" R & S N i `r ' SH 2068 BF ----� W Cs i 66d, OWNER'S BATH 2668 U _j 5'-41, 5'- 7/8" 04 6 FLR OWNER'S SUITE 00 LINE B m , 14'-7" X 12'-8" N TB S6 -1 � 8'-0" CLG Q Q W.I.C. r , _ WATER N = { CL SET S & R LO N N i TP (2) 2068 BF R& S N N N I LOFT I „ 148'-0' �; I CLG AHU BEDROOM #2 A/C RETURN 10'-11" X 10'-01, UNDER DOOR j 8'-0" CLG CO S6 M N j�Cn �Q r 1 c=now 0 4 M 4'-11 5/8" ti6�'fL ' 3'-8" A3 4'-101' 1'-2" 2'-11" 11" 3'-4" 2'-10 1/2" 2'-10 3/8" z 1 AT 60 AFF 6 60" 4 1'-3 1/2" N d r 22"x36" - --- CO 42" H. 16 --- 8" UTILITY - ATTIC D 2868 ® 15 --- FRAME N LOW � 1 ACCESS 6 WALL J & — — — " UWALL WALL WALL 0 w 14 "' U 8 A7 a 0' W BATH #2 13 ---- SLOPED W DRYER U ~ A7 12 OW WALL 0 VENT 2668 TB TP 11 10 HANSEN ----- BOX 2668 R & S 3 R&S 7 (2)2068BF --_ _ OPENTO 17 �n — — — — 1668 - - A3 _ BELOW ----- (2) 2068 BF 36" H. 6 N -' CONT Co N N 5 RAILING ------- (4) 12" 4 P SH M 00 LO 21 I3---- � coBEDROOMOI I I� #4 BEDROOM#3 M OI 11 8'-0" CLG S6 , 8'-0" CLG TYP. Co SH 1 2 34 HD A T-T i ti FRAM WALL' ` \ // L--------- -- I 4'-4" 4'-4" 8'-8" I 4" SH 25 FRAMEJ HD AT T-3" WALL EGRESS 5'-7 1 /4" 0 10'-4" 21'-4" 30'-0" SECOND FLOOR PLAN - ELEVATION A 1 /4" = 1'-0" / SH 25 /H D AT 7'-3" EGRESS 5'-4 3/4" GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL SQUARE DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. 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.)* = 42" 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. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, 3/4" INSULATION BOARD, 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP, BEARING WALL 2X4 16" O.C. 17777777777777777771 W/ 1/2" GYP. ❑ = FILLED CELL W/(1) #5 VERTICAL ®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A� 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 780 SECOND FLOOR LIVING 1090 TOTAL LIVING SQ FT 1870 ENTRY 38 GARAGE 443 TOTAL SQ FT 2351 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) JUL 2 1 2023 Virtual Review Assist, Ina / plans Review completed and app�ved for compliance with the 2020 FBC 7th Editioli by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 M N O N ib n *, CD 00 LO -� , €.x� '� ° i', t { z W 00 w W W 0 z > 0 F1 o W 10 0 C-) N d t}il V O co u a -0 — M 0 s oo .� O o m Q w 0 QN 70 i 00E �2' V a ) W 0LIS 0 J= (S 02 V0�0 �F- 0LU WF-¢ x2g z1Oq�- Q U ¢0X Jco0'cn ~ =°�ZLLLL0Z20 ¢�Z oomZ=o oZ D Lu zRO L n W W ZpwQ0Z0co Q LU � QoW H�LL ¢¢ � o =o¢Z U_¢ 0 ¢u f w O O N zW O �M O M Lr) � UU_� W Ln >- Q 06 �— Z � W O 9.0 N N N o A 4 N 0 N 0 N 0 0 0 0 o CO of co 0 N 0 N 0 N O 0 N 0 N 0 N 0 N A C6(� N ' r O ap N LO46 O0 0 0 0 66 O N ' L ' � 0 i 0 0 0 0 0 0 n LO CO w Z Z —z2 � WU�> 0 C TT Q �o�o �Q V ,o - 0 Of W zX�� =m=OZ F- Z Z J i-2ZZX z z LO W Imo: Q O 0 U -S 2 z 0- w ® Z Z Z '\eC' z F- 0 CL ®V O c a Z z w UjCY) M N O 7—LAST PLOT DATE > May. 8, 23 z Q 1ST & 2ND FLOOR J PLAN A STAIR SECTION 1 /2" = 1'-0" SEE SHEET ST FOR STAIR DETAILS L 10" fi. (3) 2x12 STRINGER HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 " NOSING RISERS CUT FROM 1x MATERIAL TREADS CUT FROM /2x MATERIAL STAIR DETAIL 1 /4„ = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) 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 F_ O z W W U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C VVIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. WALL SPLICE DETAIL N.T.S. JUL 2 1 2023 Virtual Review Assist, Inc. Plans Review completed and app for compliance with the 2020 FBC V by Debra Anne Klahr PX230 co N O N CID to LO O 00 LO Q Q F W i z Q V) W 0 L 0 c W L 'O U N di N M N 1'- V i�w u a �rnrn w. E M W i O O " N Q < V/ I —s U� ) W Q N C nNn`` 7W V L 0 a �LU q � Uj x2 LLl W ry Weszo� R��p�XVO2JO Cyx0Ozp0F_WZ Q< I— CWJ0OW JZ0�(D 0U)90Z00OOM0zH W WpWW z��-- W�0 n z oOZOa Yj IL Q U W Q Q _ Z OW 0 OQZ W4 O Q a O O N OW un � O O Q U Ln J U0 LL N Q W Q Ul >_ Q Q O ~ Z � Jo W J N N N O N O N O N r 9T_ A 4 r O 1 1 O o O 0 o6 rn r M `•, co � M � M r- o N O N O N N O o o O O O 0 N I O 1 V: 1 1 ap O 1 N r 1 M 0 1 LO 0 CDd O o O O N o o 0 0 L N� i N 0 M 0 4 0 Lo 00 co ti n L � 1 C CO (n z z o +-+ W CO W � Z)� O O Q L 2 _ 0�o WW 0 0 V J ;PP Z LU =m0z F_ z Q V Z LU J }it2 i-�z= _ z z L- LU 00 0 Viz z ) O z r-I ¢ O ctZ , U OU� O m z a z z w Uj M N m I 0 T_ LAST PLOT DATE May. 8, 23 z O J DETAILS SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A 1 /411 = 1'-011 c �t 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (see detail in eng pack for grade) J1 = 1016# A5G E7 U = 10130 CJ 0 J3 CJ3 — — J5 CJ A4 0 A3 HIPS FOR FRAMING (GIRDER NOT DROPPED) �r A2B 00 A2 00 r M c— Q O 00 T 0 N A2A A3 A4A HIPS FOR FRAMING (GIRDER NOT DROPPED) = 1332# A6G d J5 a� l?= ti (D e r O 1 zo - o 1 N J3 P J 1 B2 B3G J1 E 2 CJ DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) V IVG ;j SECOND FLOOR - ROOF FRAMING PLAN ELEVATION A 1 /411 = 1 1 -011 15d COMMON NAILS or 0.128" x 3" GUN NAILS Total Truss Quantity = 103. I?ff�I? TO LNG, HACK F01F, I?�PFp TO ENG, CONN�Cf10N, PACK FOP, CONN�C110N, CJ5^ CJ3 `�, 0 o CJ3 U CJ1 U CJ1 co 1 U U U -016 101611 7 -011 i ,011 TYPICAL 5' 5MACK COt?N��5�1' LA��LING ANb 5FACI NG TYPICAL 7 1 5MACK COFMI?51 f LVLIN6 ANb 5PACIN6 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 i russ member design & connector plates NOTE: are designed for ASCE 7-16 and maximum ALL VALLEY KITS MARKED "VK" OR "MVK" ARE forces from both components and claddings CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. ENGINEERING PACK FOR DETAILS * These trusses have been reviewed to carry an NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES P�UM13 CU1" H��L- 4-111611 additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF 12 0 Virtual Review A4rst; Plans Review completed and a p. for compliance with the 2 0 2 a FSC by Debra Anne Klahr PX2390 HANGER CHART a� = HUS 26 a = LUS24 HHUS46 (SIMPSON) (SIMPSON) (SIMPSON) Labeled End Mark 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 112 231,)112/I Ta line 1- span approx. Ta line 1- span approx. 1 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. ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY - �00�1 ►•iiiiiiv �I�iv%��'I��I 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 12/7/17 RB01 CHANGED HANGERS TO SIMPSON RDP 03/08/18 RC01 REV. RE's JRH 11/22/19 RD01 REV/ FLOOR BRG. JRH 3/4/2020 RE01: REV. FLOOR SPLICING JRH 8/6/2020 R 1 UPDATED FOR LCA SHM 1/15/202 ii LOAD# DESCRIPTION INIT. DATE RG01 ENTRY TRUSSES INTO LEDGER JTH 7/27/21 01 RELABEL ADD 7G4 MAW 10-22-21 RG01 DELETE PROJECT 7G4 GSB 2/22/2022 RH01 REV. SPACING JRH 08/19/2022 CAR PEN`�ER -� � CONTRACTORS OF AMRICA ---- 3900 AVENUE G. N, Wl WINTER HAVEN FLORIDA 33880 PHONE:( 800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT :TIMBER CREEK MODEL :1873 AMERICAN DREAM/� CCA PROJ/MODEL/ALT .7A2/ 1871A ALT DESC: OTC LOT BLOCK DESIGNER PAGE .JMD DATE 06 26 2015 LAN# SCALE .N319835R 1 4" "=1' M N O N 00 ,�em00 �y v L0 s U. e �a z U 1'' LC 5 L O w z > N 0 W 0 Cn V 0 r M D O 2 o rnrn V! — 0 " o N Q L U — °V) U LU QN T� L cc) �co V a W (D ❑ W�O WLLI 0Q WW§ z H QSz OWUO�- O j0XU)X0 O❑¢F IQ- 0�o,tROOMRMo�0W�a>OL z Lu ZY�ELC—IzLU W)0 ¢�<<D O LL) H i2L OW ❑DY z LL Q O Q f w O O fV W Lf) Z) H O ro O U0 U) LL 'I- U-) Q LU Q 11? aUa00 z l— � W LU J ,O^ W NM N co N 0 N CD N N 1 A I 1 4 N O N O N O CDO O 0 00 M t0 O W O O O O N O N O N O N O N O N O N N O O O O Op O N A O r 4 CD 1q1_ 0 O 0 O 0 O O N 0 ® ❑ O 0 � NU') r- 0 N 0 M 0 11T 0 LO CD 01I 0 LO ;1. I C Z z -z° W oW� O o TT Q C) 0 �Q V, -0 ~ Oa=¢ Lf) -0z ZW � F'moz � V Z j J Z Z ° Z Z Lo LU Imo`. O U�'Zz 2 z O Q rl; �QO ' U z z C U a O O W � Z Q W z WC14 CD � o LAST PLOT DATE >r May. 8, 23 z ® 2ND FLOOR ROOF .,�. J FRAMING PLAN A ROOF FINISH PER 12 15 ELEVATION —1 1 ROOF SHEATHING MANUFACTURED `V ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA 1 -0 ALUMINIUM WRAP El ALUMINUM 12" SQ CMU COLUMN, SOFFIT SMOOTH STUCCO NOTE: REFER TO STRUCTURAL SOFFIT FINISH DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 6 SOFFIT DETAIL 3/4I= 1 -0 - 00 r` ROOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP STUCCO BAND ALUMINUM V UA SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL A7SOFFIT DETAIL COLUMN DETAIL 3/411 = 11-011 11 3/411 = 11-011 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES 2" PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H10A-2 STAGGERED, SEE DETAIL 13/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING 8 STUCCO 1DETAI L _ _ _ _ _ ELEV AT 8'-0" 3/4 - 1 -® 12 T.O.M. � 5 METAL DRIP EDGE (S) A23 7 1-1/2" THK Vh 2X4 FASCIA ALUMINIUM 2'-0A23" WRAP 00 (S) Z-0 ALUMINUM 21, SOFFIT T' PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ 2" 2" MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" 9 STUCCO DETAIL 12 SOFFIT DETAIL 3/4 - 1 -013/4I- 1 -0I 6" PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. 1 4" 1 4" STAGGERED (V fV 0 0 0 o o 0 0 EPS iv FOAM iv 8" 1'-0" V-0" 1'-01, 10 BRACKET DETAIL 13 LEDGER DETAIL 1 = 1 -0 3/4 - 11-011 ELEV AT 18'-0" T.O.P. SHINGLE /�'i n� CASING BEAD WEEP HOLES OVER FLASHII ELEV AT 10'-0" Y 2ND FLOOR FF \ ELEV AT 8'-8" T.O.M. eA5.A ELEV AT 0'-0" 1ST FLOOR FF FRONT ELEVATION A 1 /411 = 11-011 12 CASING BEAD W/ 5 5� WEEP HOLES OVER FLASHING ELEV AT 18'-0" 111 Hill III[ T.O.P. ELEV AT 10'-0" C? � _ 2ND FLOOR FF ko- M� ~ o w 7/8" STUCCO NTROL =ON FRAME INT ELEV AT 8'-8" T.O.M. L/SS WEEP SCREED AUNIT ® ` AND PAD �� 5/8" STUCCO ON CMU ELEV AT 0'-0" _ 1 ST FLOOR FF GRADE LINE 3 REAR ELEVATION A 1 /811 = 1 1-011 6" 7/8" STUCC ON FRAME ELEV AT 18'-0° T.O.P. - ELEV AT 10'-0" 2'-0" C? 2ND FLOOR FF \ \ - CONTROL - \� _ ELEV AT 8'-8" JOINT _ T.O.M. WEEP 12'-0' SCREE DRIP CASING BEAD AT BOTTOM OF STUCCO BAND ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE RIGHT ELEVATION A 1 /811 = 1 1-011 STUCCO - ON FRAME \ ON ELEV AT 18'-0" _ T.O.P. ELEV AT 10'-0" 2ND FLOOR FF 18'-0" z= �(D ow N_= 11S,�. Im nu.._ Ism IIIIII��g�1111111�1�111�1��.�-.� lingo la��lnu�irlii ,/-CONTROL JOINT 12 —15 A/C UNIT AND PAD i� �- 5/8" STUCCO ON CMU RED JCCO fHK JT ER BAND "TH K JT ER BAND :ASING BEAD FTOM OF ;O BAND 'UCCO ON JRY 19'-0" I. 7'-4" 1.3'-8" q I SLOPE 5:12 I I UJ 4'-0" OFF 0 RIDGE v) �I ROOF I i 12 E 1 SLOPE SL OPE Ilk I 12'-0" 13'-8" 12'-0" M z= � O CONTROL = CONTROL _ JOINT _ _ _ JOINT _ ELEV AT 8'-8" _Ti- T.O.M. WEEP A/C UNIT SCREED AND PAD 2-0 _ ® 19 ELEV AT 0' 1 ST FLOOR FF GRADE LINE LEFT ELEVATION A 1 /811 = 1 1-011 d- ti 5/8" STUCCO ON CMU W ON CASING BEAD W/ �"' WEEP HOLES 2 OVER FLASHING a5 - 11 A5.A SLOPE <_5:12 SLOPE ---- 5:12� - 1 SLOPE 5:12 o I---- 6 ------ -- -- 1'-( �co �r NO M FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) JUL 2 12023 Virtual Review Assist, Inc. I Plans Review completed and appro ` for compliance with the 2020 FBC 7t di n by Debra Anne Klahr PX2300 GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC 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 = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1008 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) * RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT M N 0 00 �. 2 LO x kn LID 00 •c �'� F�•h; LOin 01 "?,v /T�yM/ c W 4 � J 0 W 0 z V) N L ON W L �00• U 0 M ai +� N Ai L i W0 o `0 o QU_o Q jC U6 �< .V) W L00 E r� s o 0 CL LLI oL- o� (6 Way Wl-� �zL1J W2W Z �� Y� O?-j0� QOxJ�)ozmooF_ � Q U �W�OoWgomZ= n ZJOaO�YZ�W zZ�uOzLL <0 a >� -C<L wH Q0 23 ¢ Y ZO U_¢ 0 �¢LL N 0 0 [V OW H C:) o o Q U0 L0 J 2: V) N d aLn Ce Z F__E Z 11.1 W _j`O O O oo 0 0 o 00 M CO 00 OD O o o r 0 N 0 N 0 N 0 N 0 N o N O N A N 0-) � O r o 00 CD Cy D LO w N 0 r 0 � 0 O 0 O O r- N o 0 O �� C\j1 N > � 0 N 0 M 0 4 0 Lri 0 CO 0 ti LO CT Z Z ZO Lu 0Wu) - ~ OXW2 Z ZLUI-� �000Z =fn I._ = Z V Z W < M Z W r—I; Z z LO 2LU �, �a2w U O Q Z L z z z0 �QO U V 0- W tr ZA5 z Z W J W M O LAST PLOT DATE May. 8, 23 EXTERIOR o ® ELEVATIONS & -- ROOF PLAN A /C ISCONNECT JP FI LEC ITER FIRST FLOOR ELECTRICAL PLAN (ELEVATION A' 1 /411 = 1 1-011 SECOND FLOOR ELECTRICAL PLAN (ELEVATION A' 1 /411 = 11-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES. UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2"AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to tooter steer OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH T SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET 0 TRIM BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o cZ PG SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE Sw STRUCTURED WIRE OUTLET �- SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER --o DIMMER SWITCH AT 36"' ---0 PUSH-BUTTON DOORBELL {A CLG MNT LT FIXTURE {IB} CLG MNT PREWIRE - FIXTURE BY OWNER -/R SURFACE MNT FIXTURE Virtual Review Plans Review complet } WALL MNT FIXTURE for compliance with the 2I NCI-Itebra Anne K RNATE C TUB/SHOWERND OPALEX - CANALTS MAY BE 40 " 50W PAR30 NFL 6WHITE BAFFLE USED IF C APPROVED BY 06 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0- CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ COSCOMBINATION DETECTOR O SMOKE DETECTOR -U-18- UNDER CABINET 18" -S-18= SINGLE 18" FLUOR STRIP -U-24= UNDER CABINET 24" =S-24- SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24:FTa 24" VANITY LIGHTING gz_= 36 :;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING 40 EXHAUST FAN/LIGHT C� EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR 0 CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) > MASTER STATION 1� ELEC PANEL VACUM OUTLET AT 12" [ZA CEILING RETURN AIR ® A/C REGISTER C THERMOSTAT TP 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. ;A rj I f i t. i N NL0� E ��q L ° O M ^ ti M N � V -0 -02 0 Cl) E -L C O Oo 2 o L =n1 .� O ' ai Q 0 ,C w O,_ N QN W L 0 E L& a W (� W (n w G F- W�-¢ 0�g_j 0 '`� za� z Q�- JUO?�a,,U) 0LL Q Of�ozoW00Co z U' ® O Z (nod jln W W FF-SOLLq¢=O <0z _Lu w°FOwLLUO J oa ¢HPLL pW YzQ< O=Q ¢ LL O f O O N Z W Z kD O rn O Q U J � CL 0)z V N >- Q Q 00 U L t 2023 z � � J O O t,0 ist, Inc. and' pp 0 FBC th Edition N co 0 co 0 0 O A :ef' O N O N O o O 0 o QO CA M CO CO ®0 O O O O O N O N O N CDO N N O N N A O N O O O s— O ob O N T— O LO 4�'- O O O O 61 O O r O N 0 ® 0 0 co N,� � O N FO C, 't C, � ID CO CD r- n L / M' ZZ Z0 vV 4_j W 0w(!) U H C)U ~�W� Q �y it 7 L, zw�a m 0 =I— Z =z Z 3:J Q 0 ;. �Zz 2LL ZW rl; Lo W 00. Og2z Ua�W O Z U)Zz Q O ■ • Z U C 0V 0 W Z A6z Q z w J Wcy) M 0 LAST PLOT DATE rMay. 8, 23 1ST & 2ND FLOOR z 0 ®J ELECTRICAL PLAN A CV O M 0 1 1/2" FILLER KITCHEN 1 /2" = 1'-0" HOLLYWOD STRIP LIGHTS 00 co 30" HIGH MIRROR (V 0 4" Eo Rnrruccl ocu^ O M 2-6 1" FILLER �-V FILLER 5 OWNER'S BATH 1/ 2 = 1 -0 PRE-ENGINEERED WD. TRUSSES AT 12 24" O.C. (SEE TRUSS DRAWINGS) 5 R-30 BLOWN INSULATION �l ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" _ T.O. M. 00 5'-2" 1 1/2" FILLER T-0" 1'-9" 2" FILLER 1 1/2" FILLER � O � - M 00 EO - Eo Eo N o tv! �SHWR HD VALVE LINEN CLOSET OWNER'S II LOFT SUITE 3'-3" 4 1/2" OWNER'S BATH 1 /2" = 1'-0" LIVING KITCHEN II PWDR ROOM BATH SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR UNIT '1871' - BUILDING SECTION 3/16" = 1'-0" 4'-11" SEE SHEET ST FOR STAIR DETAILS 1 Oo LO � � I PANTRY 4" BACKsrLASH REF SPACE VERIFY W/ MANUF / 0 / 3'-3" 1'-9" SKEWED 2'-0" 2" FILLER ro-"\ KITCHEN 1 /2" = 1'-0" EO HOLLYWOD STRIP LIGHTS F� 30" HIGH 19 MIRROR N 0 4" BACKSPLASH "v T-0" 1 1/2" FILLER BATH #2 1/2 " = 1 '-0" SHWR HD WALL VALVE SPIGOT V-6" L 2'-6 1/2" CV 0 2'-9 7/8" 0 ih o Z'-U" 6'-U" Z'-u- 2" END PANEL 3 KITCHEN ISLAND 1/ 2 — 1 -0 0 M WIRE SHELF ::� co `- "HANSEN" BOX 220 VOLT EDEI 14 1/2" X 16" I DRYER VENT RECESS I I I M I I I I I I I I I I I I I I I I I I I I 8 �/2 LITY 1 2X4 WALL TOP AT 34 1/2" Y 4 KITCHEN 1 /2 - 1 -011 JUL Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 i i tno, > LO O - a _W \ L 'O o ou 0 CE., Cn 0 O co u a o Oo U o O �o o Q -Z u�� i 0 7W Ems! D LLJ N L11 LL C)L Uj W QF- WLU 8¢ ��� �2qi_0 Z o10, w-OQ� J� U Q I— 0:100doZpOomZZ W W — W — � � c� co0Z d N W W Q�QpW¢ozWZO J uoa L.L O W �F-F �YZ o o�Qu- ¢ Q U- 0 a O N O LJJ z H un� O O Ln J Ln LL 'I- Lu CQ Ln z 00 Ia_ z� �� W J1� ooa N N N r O M r d' r N O N O CV O O O O O OO Oi r M `' 1 c4 r 00 r CO T- O N CD N O N r N 0 N 0 N 0 N 0 N 0 N 0 N 0 N O N d6 CDr O O r Op CD N c- A O o c'- 0 6 0 6 o (66 r r N o O 0 1 CD N� L � r r1 0 041 0 CO 0 1 14,1 0 LO 0 (01 0 r,- LO ( � z z —z o owin O 0 Q �_0 ~ < d �--- W w zW~ =m0z F- z rn V Z J i- �ZW z w Imo:; MMs Q W,;' O��z VU)zz a w ® Z ~ao U g a Z Q z w W M N co o � LAST PLOT DATE > May. 8, 23 1 1 Z 0 A - INTERIOR ELEVATIONS 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 REtiPONSIBILITY 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 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING 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 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2, ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1, 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND 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. E BALCONY DECKS: : 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN, 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-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 11 NON -MOISTURE CONTROLLED, 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: T 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 6R 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT, 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON 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 trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cofncrete oyerpog and mortar along the foundation perimeter must be removed be ore exterior so] treatment. 10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 -All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 -A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= +!- 0,18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DESIGN STYLES ARCHITECTURE, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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. .... A ® AAA9 vn1.ua. -.._-- roved Plans Reviews completed and approved for compliawith Annethe Kiaha PXQp Editiari by Rebra co N 0 N - 0 , C) `, u7 o 00 LO e \� N Z W o Z LO W L o U C) CO �!! ai cy) 00 (NU Q -a - M } Oo u o TT•� p o o Q •nVn1) V Uj QN C 7W L 0O CO V CL t LLI CD LU duiLLJ vi WOH W H¢ X _j 0 g Z 0l Z WZ) J�O�TC)WV00 U a 0r LL LL o 0o I- 0 0 U �> O W Q W Z LL CC Q Q U z ¢ T W O < Z W p U Q OQ o O o¢Z<a LL I- a LL f O O cV Ow H (I) � O CD n L Q (n U QQ 00 z U LU ?� W �� N N N N N N i O CY) r I -r-- N O CV O N O O o O 0 00 CY) M kill , CO 40 �- 00 O N O O r O N O N C:)O N N O N O N O N N O O O r- O 6 op N M LO 4 O 11 O C7) O � O p� T p� O O O o L °. N i � O N o co,:--I-O 0 0 0 0 r LO M Co yV Z Z O W � W [n C-) O o �a �^ 0O-WQ 31 Z z��F- = m 0 Z Z (D 3: Z Z �-�Z� T� Z Z � //�� C) w Z Cn z O z U Q U °- ® o SNO Z W J LLJ M co N C) r LAST PLOT DATE Jul. 10, 23 z Q STRUCTURAL - J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II = li II / L.I X I . 11. ..:.� .i.I..... 1 GAx1-12" LONG ,+ ,_1" CROWN) STAPLES S" C).C. VERT BETWEENI MAx� 1SGAx1-1/2" LONG (1W1-1" STUDS (NOTED THUS:—) OFFSET CROWN' STAPLES i7 6" STAPLES BETWEEN STUDS AS SHOWN _ _ O.C. INTO STUDS (NOTED THUS;—.! METAL T TT E E IL REV09.24-21 SCALE 314" : 1 Y-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FSCR 703.7,1 LATH* "*ONLY APPLIES TO ILENNAR TPA JA.X*"* LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR -' GAS METER C 0 CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-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. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Or, w 15/32" CDX + + + + Backer and Filler Block Dimensions BCI�Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 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—+ 518" or 3/4" wood panel 1-118" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x—lumber Double 2 x_ lumber DOUBLE JOIST CONST!Z8; (Not required if both load Filler bl118" gap FILL CELL-� STD. 900 HOOK BOND BEAM W DOUBLE JOIST CONST!Z8; (Not required if both load Filler bl118" gap FILL CELL-� STD. 900 HOOK BOND BEAM W ... �.r,rr.'..'.'.'.'.' .......... ..... . `t STD. 90' CONT. #5 CONT. #5 > HOOK BAR BARL�, 1 .:.. . ...:.......:.: :.11 ....:.:. t I #5 CONT. - FROM FO TOUNDATION HIGHESST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG, WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" } gap max. � 4 max. 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------ —17 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 2"min " . required when indicated or 4max. 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 %8' GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top flangeuthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor cohimn w/ Inaric 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 I;or=20 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. Squash block 10d nails SECTION INT. BRG. WALL (2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch 71t or drill flangesMM 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.* 1 Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. ]-Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6„ A 12" ROUND HOLE MAY J 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN 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 12" R�ou d Holy: --Di Diameter (in) 2 3 4 ,; T B.S75 0 tT ° 12 Rectangular Hate Side (ire)' 2. - 5 S S.- An`, 16" joist Span (f1` 8 V-0" 1'-1 1%2" 1'-2" V-3" 1,-3" 1,_7., 1'-11" .2'-4" 2'-9" 3'-2" 3%7" 12 V-0" 1'-1 ' 1 2«° 1, 2" 1°-3"' 1 "-9" 2°-�4" 2'-11" . 3'-7 . 4'm2" 4°- " V4" 16 V-0" 'I'll"1 -2" 1 2" 1' 7" 2'-5" 3'-2'° 3"-10"" 4, 5"-7«, 6, °, 7, 2., 20 V-0" 1'-1 1'-2` V-2" 2`-0" 3'-0" 4'-C" 4'-10" 5'-11" 6,-11" 7'-11„ 8'-11 24 V-0" 1'-1" 1'2" 1'-3" 2'-5' 3 7" 4'9<' 5'_10„ 7«_2„ 8,4" 9,-6„ 30,_9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1 2" 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 12" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. JC Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC W/(22) NAILS 1 5/8" 0 THRU BOLT SIMPSC W/(22)' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUB/HUC INSTALLATION WN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL co FINISH GRADE Backer block (12" wide min.) ;III —III —III —I I I I I Nail with 10-10d nails. =1 I 1=1 I 1=1 I 1=1 I— _ _ Install tight to top flange. SLEEVE THRU STEM ° ° SEE PLAN FOR °• ° . • • FOUNDATION INFO ° ° d ° STEM FOUNDATION Y \ Filler block. Nail with 10-10d nails Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported byjoist hanger. doesn't meet height requirements 7. 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. GRADE d REINF. SEE PLAN (2) #5 REBAR �CCHASE4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP, FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. to LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a ,111=I I I=11 ; ; a. a : I I-III=III, ,III-111 -III—III—I_ ° I —III —III - I I I F_ JUL 2 SEE FND. PLN. SIZE & REINF. I aI Jkeview Assist, Inc PIPE VERTICAL Tlh{ai dmpleted and ap for compliance with the 2020 FBC by Debra Anne l(lahr PX231 PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPEA PENETRATION —PLUMBING LINE ------ -------- ------------------------ �o �° • c. • 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 -----4 . N�q d —. d° d Qf. as G -I j 1=1 11=1 Ia ; a —a------/ a SEE FND. PLN. SIZE & REINF. cM N O N — u7 00 LO e. $ �a '< v ¢ e 4 9 ; ✓ ^cl, ° L42 L Pies L > � W 0 u Co N d m co cq N to 4- M tn. V O °o u a Q -aw_ m Q) s_.. t CO Q ` O �sUC3 0 ga)< • � W Q N ' C i o E� 7U0�a@ � LLI W (D W ow w01- W F- Q of �: = z re z -,O 3: Q, Q U Q ¢OX JU) cnLLUp- <0 zLLu_0z20 ��n0 0-000Cnz I-¢~ 0 O O �OZ _J ZYOZZ�CLUGH ¢�WO�H���W�2VOQ O� 0 s¢z9¢ LL ¢ O I— < ,- N 0 0 N w 0 � � 1�0 CD O Q U Ll) (L/) t1 F'— aCe > Q U Q 0o z l— LU W J� 2023 N O Ch C+) O O O r- 4 N O N O ICV O Ition O O i, O o0 T M C- T- T-- CD O O CN CN / �� O N OIO CV CV CDO N N O N O N CAM N O . O C)Op N C� CD LO "'T O " O CA O CA O O O r CV 0 ® 0 N 0 ... N c7 0 'IT ' 0 0 (0111— 0 nLo U / 1 0 MU) Z Z -ZO �0 owU) LLI � OLJJ 0 Q 2_o�o I— 0 CL Oa=Q Ln Z ZW~� r� < ~m0z V O ED Z ?� J %-2z� TI - Z Z Lo W O��Z LU O 00 VCOZ `U) z T �Q0 Z U U a ; 0J MM0 W � z Z Z J UJ m N O N LAST PLOT DATE May. 8, 23 z 0 STRUCTURAL ..� J DETAILS 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE iV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) (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-I I —III -I m 1=III-III=III I � . ' 1=III-III-III-I o PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH -III III=11 f 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (13302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z . APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE .6x6W1.4xW1.4 r WWF OR FIBERMESH `'' °I --I will --ill - I - I I —I I I=1 I I III —I I i 12 TRUSS (SEE UPLIFT SCHED.) W/ 8 - (TYP.) 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 NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 ELEV, VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING \12'N 0 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT SCALE:3/4"=V-0" S3 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 s „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR /s GYP. TYPE "X° @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) OL S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. JL1/2" 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 10'-0" (R302,11) IF 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION 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/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x F.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE IL 1a' A.F.F. T O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ° 4' � @ 24" O.C.) 2 ATTACHMENTS 2" WWF OR FIBERMESH • d WWF OR FIBERMESH H 3 1/2' �Z � 3 1/2" MIN, � 3 1/2" MIN. d � ° • d'' a'p. d' 0' q . ELEV. - - Y {�- a a d 2x4 CONT. a. ". A.F.F. O o, p o. p' ° •.., <. o z I I=1 I=1 =I LL 3 1/2 (min.)- 4 z _ I I I=I 11=1 I I= � 1/2 (min.)- 4 d C\I..° . d. ' 00 ,- - =fT1= 4 •. -I -III=1 I- - - •' - I -I I -I 1- GARAGE DEPTH VARIES 3 1/2"(min. - 4" I I 1=III _ I II I I Tl II II I I- 31/2"(min.) - 4"i- ' ` 4 11 IEEE 11_ 111=111=ICI=ICI I � 1=I „I I I II � II I I I; ,III, ; , I I , ; ,III- (2) #5 #5 CONT. 4 1' 4 8, (2) #5 CONT. 4—IiI,_41,1 I 8 K'B� U.N•0• MIN.GARAGE SLAB AT STEPTYPICAL BEARING WALL MIN STEP TYPICAL BEARING WALL STEP SHEARWALL C @ CC SCALE: 3/4"=V-0" 112" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD, "SHEAR WALL" SCALE: 3A"=1'-0" S3 SCALE: 3/4"=1'-0" S3 PGs 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M30 W/A HABITABLE ROOM V8.'x8"X16" HEET LOAD BEARING OR INSULATION PER FBC AND ENERGY \ \GM�\N�o�s ABOVE) W/DRYWALL KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT \``�/ °N SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. Vx P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION /� NOTE: CEILING & 8" O.C. WALLS SEE SECTION C/S3 FOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION INSULATION PER SEE CC/S3 OR - N LAYERS W/ TOTAL THICKNESS 7/8" OVER CHART INSULATION 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. ° SIMPSON SP1 w/ (10) 8 C.M.U. TYPICAL BOLT INFO. 5/8 x6' "J" BOLTS BOLT @ 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS PLAN PLATE WASHER TYPICAL (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 2x P.T. PLATE NAILER (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20"MIN. LAP [24" MIN. LAP] SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING J STD. 90-HOOK (SEE DETAIL) - BAR w/ (10) 10d NAILS N FIBERMESH WEEP SCREED INSTALLED BOLTSMAXM TYP. 2x P.T. PLATE o END OF 2" x PLATE ARCHITECTURAL PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 P 1x2 PT WD FURRING @ 24" O.C. ' _ GRADE ;, ' ' ' ' p z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a 1/2" GYPSUM WALLBOARDEl� (1) #5 VERT, iN FILL CELLS MONO OR STEMWALL ". p z c� — — — ° D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a (SEE FOUNDATION PLAN FOOTING MONO SHOWN — 25" MIN. LAP [30" MIN. LAP] Q it I-1 I-1 I p . cG —III D C 'I lip I -11=1 -III - w 1-I 1=1 I III -I U.N.O. P p C 00 D p p 00 � I_ ° FOR LOCATIONS) FOR CLARITY ° — — — — — 6 MIL VAPOR BARRIER 1 I III ° I 1=III=III=1 I I=_ - R 1 7/8„ 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD U- IM MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - MUNICIPALITY. 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1 A WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE r-' 00 � M I II=III=1 I 6 MIL VAPOR D D I E0 —I = = z - BARRIER IIIII ," a I I II I I • III= `� COMP. SOIL. IIII ' (COMPACTED TO 95% -I I I I =III=III 1= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 11 I I I III —III —I I III ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN, CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �. z TMA. J -' 1 I I 1=1 11=1 I I '��• `• - -111,7 -III-I � I -I I .;�d:'•. • : ° :' - - -I 4. 00 I=1 I 1=1 I = I I- �III-III •°.�' •,�':: ' III -I IIII a.•:�'::''.: III=' SEE A/s3 OR J/s6II I II,I I I; 11111111= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1A N WWF OR FIBERMESH I I -III -III -I I I III I I I=1 I f=1 I I—' r _ _ I -I 1 I I III —III —III —III— #5 REINFORCING BAR 1— I1-III—III—III I I —III I I —I I I I -III -III -III � ; _ N z I I _ ' °' '� III -III -III -III -III -III- z IIII o� I I-III=1 #5 LAP SPLICE o. p° I -III -III -III -III -III -I I I I I I I I • :IIIII III III III I 1_ NOTE: g. ° ' III-III-III-III=III-III= N o ° ' *FOR BEARING WALL 1=III=III=III=III=IIII 9OMMODIFIEDCPROCTOR ASTM I �I I I =III=III=III=1 1=III=III- TO W/ UPLIFT ONLY _ _ _ _ _ _ — — — I I I-III-III-III=III=III-III=III=III=1 11=1 11=1 I I=1 I I-III=III-III D1557) LI II I I I I, �,I I I IIIII ,I I I IIIII III 1-1 =III, ;III-III-III=III=III=III=III-III=III=III=III=III-III-1' 4° V-4" III -III -III" -III I�II�II�I1 11111 I�1 !_MJ ...ICI-IiI. FRAME WALL TO C.M.U. WALL CONNECTION rD � TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" LS3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 ° ° ° ' GRADE a 00 1 —I rI—= = I I ==I � � • —I � �—I � I —I � I—� � �—I (1) #5 REBAR w/ OPT, 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"77, S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS � d. M N 4,:: ..; Cl) -161 p .A' .• 1=1II=11 00 SEE A/S3 OR J/S6 -I I II I �111=_,III 11111111= FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD, 1/2" FROM SLAB n,_n„ ¢ CONT. BEAD SEALANT �-A INTERIOR a. . d , CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB M 6 MIL VAPOR BARRIER 1L 1L 'Ii =1 I I —III= -I 11=1 I- '=,11111,11111,1IIII,IIII 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. - 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1'-4" 8" 10" #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 �� , ° — SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN d ' I I1-1I I III; N �- SEE ROOF PLAN _ — a ° a ° (2) HTS20 FOR STRUCTURAL BEAM SIZE & N' I I d IIII I CONNECTION INFO M i 11 III- III= PLATE 2x4 #2 SYP P.T. FRAMING w/ =1 I I III III - III III, ,I I' B PLATE MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 4" 1-4+= _ - 8" Virtual Review Assn O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. ns Review completed 2 E w O SCHEDULE OPTION #1 for compliance with the 202C ° ¢ SEE TYP. WALL SECTION FOR ADDITIONALby Debra Anne III COLUMN LOCATION Q 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"0" TAPCONS AT 8" WALL AND GARAGE COLUMN TO PORCH SILLASONRY O.C.00 PAD FOOTING ATTACHMENTS & 18/D1 1!2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR 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 00 z GRAD d ° d r, FILLED SOLID (SEE PLAN FOR - _ _ = a d' _ 6 x 6 W1.4 x W1.4 �, SIZE AND REINFORCEMENT) 0 � III=III ' ° ' °• °• (=III= 11=III=1 WWF OR FIBERMESH T " z w —III-I —III—III=II— i w 1=1 11=1 11= z ° BRICK PAVERS or SLAB PER w o o _ -1 I = • . 0 °• — — — I 0'-0" FIN. FLR.� COMMUNITY SPECS U) — I -I =1 I I-III=H I -III I I -III=1 I I= w III III=III=III=III=III III=III=III FOOTING 11-III-III-III-III ,I I-1I1-1I1= BEYOND PAD REINFORCEMENT-7' -1 I I —III —I I—' 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. 1,,13 M N O n q n F ) °9 00 Ln fLO Eh ' ` •'F 4 w c6., "- -' O o . w z �1N > 0 C11 o W L •c �o � U Q CO N V DOS uT .«. �, M M Oo B o •Ln \ Lu QN c L c E TW O � LL1Z LL1 ILL 0 ga ¢ CLLYF�- � z CIE 0 2-j<0 0000JO Q QOX � =, Z0<H O O C000iOTOOm _Z_�Z jn W W �2Q Z ILL <0LIJWz a ?�°0 ¢0W WU ozaQ 0 Q LL rm� O O N OW Iq C:) O `M O M Ln CL ¢( W Q In z < < 00 z LU z o J Cr' N Cf) '. M 0 0 0 JUL 2 1 20 M.4 C' 0 0";0 1 O O'to Inc. 00 CO o0 T- ' 00 T--N 0 0 0 d o d BC th dition o N o' CV 0 1 CV 0 N 0 N 0 CV 0 N X2 M CA.O O 0J N A NC:) L � � l o o d 0 0 , CM 0 M 0 0 0 0 f N 0 i r 0 N 0 CM 0 0 LO 0 (.0ti 0 Ln �M� J Z z O _M W ❑w(1) () l-- Q O Q L �¢ Oa=a 7� Z z LU OfF� ~moz = 0 LU Z J i-2z� z Z Lu O-j2z I— >- C:)2 OCR CU CLZ� ¢z o QU a 0O _ W � Z ¢ z z w J Ujco N coM T— LAST PLOT DATE May. 8, 23 -I--+ Q STRUCTURAL . _I DETAILS —MONO 12 Z-,(T p) SEE ELEV. , SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 2x6 / 2x8 WAL BEYOND SEE PLAN FOR HEADER CONNECTION (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN L (2) 2x HEADER TO SIT 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 ^OUBLE 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. v4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C -UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE II 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID EVERY OTHER A++ STOUDTW/ (3) Od NAI S 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 r. 4 -� SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD • 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX L//-� = 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.) L-ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE 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 DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / e .d < a. a e 811 STD.90°HOOK g LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'4' WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED 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 MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J Q w 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL T8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET a _ GARAGE DOOR TRACK SCALE: N.T.S. G POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL C EXTERIOF WALL 7 5/8" 8" 7 5/8" 8" 8" � ❑ ❑ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ ❑ DOOR OPENING ❑ ❑ ❑ I LIR ❑ ❑ ❑ ❑ ❑ F11 ❑ ❑ 1ST COURSE 2ND COURSE V 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SFFp qN� 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 30LID AREAS ARE STEEL AND GROUT ULL 8x8x16 BLOCK OOOR 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 i00R ✓VVlA I I\!\Vf\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) 1 (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 (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 ) \—(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. 40 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 Q SCALE: N.T.S. SLI SEE TYPICAL. WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C 1:2(T P.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT •LIN 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 W1 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. o —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE NJIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF q„SPLICE STAGGERED �10d @ 8" 0/C ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TO TbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C P.T. ATE �uviroviv �r4 SP2 airoirwiv SIMPSON SP1 SIMPSON SP4 10 ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 co M d a 2X8 P.T. BOTTOM P ATE rBL RUSS BOTTOM CHORD OR 2x4 OCKING W/ 2-16d TOE NAILS EACH END w U a 2x TOP PLATE T 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE 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 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. i & NUT OXIED A.T.R. t & NUT �r4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING 2X BLOCKING �-1 TOE NAILS d NAILS @ 6" E OCKING EA. BLOCKING AGGERED 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) BOLTS @ 24" O.C. #5 CONT. & AX FILLED 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. C MASONRY WALL JUL 5/8"x10" "J" BOLT @ 24" O.C. MAX.OB SIMPSON SIMPSON C (MIN, (2) PER BOTTOM PLATE) VV SP4 SP2 SIMPSON C SP4 Virtual Review Assv STAGGERED 4 A 10d NAILS @ 6" �� Plans Review completed a compliance with the 2020 STAGGERED NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL 4.. % a a a. 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) by Debra Anne Klahr TRANSOM FRAMING ® a BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 wl (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) 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 rR SCALE: N.T.S. s i co N 0 N LO a o 00 LO Iw, rex: Q r one 3 i�a r L.LI LIJ 0 Z Q to 0 L0 Q� L "0 o u co N ♦s M N V Q00O m° E �� o om u 0 .� 0 0 pn •� � LL o � Q IJJ � U � . N W 0- C L E 10 .� 7W V 1�0 CO r- F- a -0 at °I uJ LLIY � LU w w Uj iY � ' � � �— 0 O Z Of 0Y Q C.i Q02 J�O�=<LL00OLL Zox Z�w0Z2C)°h-¢� °9oZ000mZZc¢i (n � z -j 0 a' Z Y 0 Z Z� � w �� d a �_ W c Q 2 Q H m u O 0 maw wQ O O N O W E'- ��" o CD Q U Ln J U W h W L? Q < ice-- 00 ZUIa — W �-jC) o d- N N M N cf) N O N O N O N Or- A s 4 N N N O O O 1 ryA U O O O 00 0 `6') C0 r-- 00 V 0.00 r- O N O O CN O CV O N 'O ,N C)O N N O N O N O (N 6.6 C)r O Ob C)r- N A C) o � O '6 CD 6 CD 6 6 4 O l d =d o BC 7tjEditIon X7N'^ �.l , L (} > � O N O C 7 O I C)O ui C4 CD f� LO q- a0 (� Z Z ® - � w LU CO Z) 0 Q 20Z>o 0 Q %mof to - OZz=a =j QLO-0 LU~ F- coZ0 Z tz zJV Z � T� Z Z 2 Oa->-Uj C:)Ln Z fl� z T —q z Q o U Q Oa OU J m z Q Z Z w J sA Uj co N `7, N @ > T— LAST PLOT DATE May, 8, 23 z-II--+ 0 STRUCTURAL ® I DETAILS SIMPSON HGAMV 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. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS, (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS —� 45'± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL I 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM ' SHEATHING DETAIL SYP#2 "L" BRACE TO RIDGE FASTENED AT A@4KIKER2x8 EXTEND AT LEAST 90% OF JOINT W! (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH ATEACH & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d &SIMPSON FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR END d TOE NAILS @ EA. .• BLOCKING ' 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 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD 1EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w! (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE &SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 1 Od 3" 4" 0/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM 0 LAS O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 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 r2 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. srj 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 r r X-BRACING, AND TOP r "' "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING x x INFORMATION fO5 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 2' 1/ (2) 16d NAILS -WOOD TRUSSES 80 00 2"x4" CROSS BRACE xxi APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 li� 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2 x 4 LAMINATIONS W/ (1) ROW 3 2 x 4 LAMINATIONS W/ 1 ROW 2 ROWS F () () (3) 2 x 6 LAMINATIONS W/ ( ) RO 0 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE 2 16d NAILS ( ) BL IN 2x4 BLOCKING G @ 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 0/C (2) 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 MINATION (SPACE AS SHOWN FOR 3-PLY) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION LL SCALE: N.T.S. 15� 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/ 1 Od NAILS @ 6" O.C. E ES AND "0 C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION F THE T LA 2x4 "T" ON TOP OF PANEL 2x4 BLOCKING W/ ` s•. EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 10dx3 @ 4' 0/C (2) 12d TOENAILS :.`• NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-O" S5 ADDITIONAL INFORMATION, SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"� SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) v 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1!4"x1 1/2" SDS SCREWS TO - TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION rT SCALE: N.T.S. S5 8d @ 6"0/C WOOD TRUSSES SIMPSON HGAM10KTAw/ (4) 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4) 1A"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z 7 a BRACING w/ (3) 1 Od x 3" AT _ • EACH CONN. @ 24" O/C MOISTURE BARP„ER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (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" - 3'-0" T-O" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA1 OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) -STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od 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/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0!C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Cd 7aLjj 0 v o 0 �r w o w m 0 o v — — — Q o o Q o Qo 2 — — — — wLu NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLANrL AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. — 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W! (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 JUL 2 1 2 51St, 1qq and d ZO FBC iir PX2; k M N 0 N 't ui 000 Lo +w.R� 9 r'41l Q „e , �4f z w 2 or_ O -. w z Q > W `0 0. U Z) � v o r u co N V _0 R -, L :E O Z) 2 o - o O Q c U .N ■ W QN 7W L CO E� m w LuLy O g Y z �~ Q wI-K ��cOw"-VO0'JO UQ Q azW 2�oaoom°za w°9 ('B O O �Oa�zYOZzLL (n O Z LL ¢<< Lu U5_wz��v°a OW �~�- 2wz ¢ o o¢ U¢ oQ 0 �- Q u. W O O N Z LLJ 0 O O a�JLn � ((n IL v- Q LL.I Q L q 7 a�a00 Z � H Z w 0 O d- N N M N`N co N o 0 r � M=� r r N O N oo ; N 0 0.0 0 0ocy)r (o r 0o ' 00 o O o r- 1� O N o 04 l; 0 N 0 N 0 N O N o N O N O O r O r 00 O N r M O r O o O 0 O o O r O r N o n ® C � O L N L0 � r o N o 7i co O I ';T I O l(') o 1 CO 0 I` Lo 07 000 z z - z o O U 0 Li �a Oa=Q - ZLUF� F-m0Z (D z z zLL z 0wL a}Lo O 00 �z(n z ,—� 2 o Q z U cl. ® O W � z Q Z z w J w M O M � LAST PLOT DATE May, 8, 23 Z_ O STRUCTURAL ® J DETAILS 12 I INSULATION — BAFFLE INSULATION PEf�-- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (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 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE FOOF -SHINGLE ROOF 15132" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS —1x2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS W o LU W/ (4) 16d TOENAILS TO TOP PLATE ° 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2 M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE 6.6 . BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY STD, 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) 9 4"x4" INSPECTION PORT AT 0- EACH FILL CELL TYPICAL w 0_ ° AT GARAGE CONTRACTOR co TO OUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE FINISH GRADE 00 co i— — — — —I I I —I I —I I —I I _ ' I I=1 I I —III —III III _ 50 6x6 w1.4xw1.4 I I —III —I 11=I I I —I I I I" �—III=1 1=III III I I —III —I I- o z WWF OR FIBERMESH I � -III=III—III III a. III-111— �' I I I„III \—STD. 90 `HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8 TYP 2-STORY WALL SECTION SCALE: 3/4"=1'-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUDr,.. 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----- BAND JOIST fK l r *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) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN 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 W/ (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 TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER, MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. TRU RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. _5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR -1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA, x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 4Cl l)d. 0 E - II\r-A•° : °'' I —I 1 I-1 I I- I I=III 1II- -III, I I I —III —III —III —I 11—III C #5 CONT. ON 3" � I I—ITI—IT—ITI—I i i CHAIR W/ 3" MIN. 81-8 8111 CLEARANCE INTERIOR 2-STORY FRAME SECTIONrs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. W 2 O p O 15/32" OSB Al EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D p SECTION X-X IF NOT FULL HEIGHT SHEET C U) z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING LU SOLID 2x C BLOCKING @ ALL C SHEATHING O EDGES(SEE OPENING SECTION X-X au C x w —x E F 2x STUDSLIJ BEYOND. U) SEE PLAN 0 O U) "_1-2x4 P.T. BASE 2x RIBBON OR VERTICAL n HORIZONTAL PLATE BEYOND BLOCKING BETWEEN FLOOR WALL SHEATHING SEE PLAN SYSTEM IAIAi i ri r%1A-r1r\K1 niA^nAeA 3/8" S - NP SPACIN S 3/4" 1/2" 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 wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING ��7[oLF.8:1 ltTiw F�D�41D/ov 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END Uj JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT - PENETRATE SURFACE MORE THAN)/8". cn z (3) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c7 @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 @NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. is u= O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J p w/ 8d COMMON NAIL J Uj LL F O @PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER F Dj } ¢ O � wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢ �r00cn u~i F °D LL G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w LL p O F MEMBER IF GABLE END "U) " NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. C . 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 _0 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) 1 Od x 1 112" EACH SIDE 2x STUDS TYP. Iz P.T. BOT. PLATE °AXrFh'i FLOOR TRUSS / �NiN� R BEAM SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR rM 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 W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH 4. E d . a � M III —III — III II d . -III III III a a 1II�—IIIIIIIII Q d II I I -III—�I (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON 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) (2) LSTA30 JUL 2 1 2023 PLYWOOD SHEATHING NAILED PER NAILING Virtual Review Assist, k%C. SCHEDULE SEE DETAIL C/S6 FOR MORE INFO Plans Review Completed and approv 2x STUDS @ 16" o/C for compliance with the 2020 FBC ith'Editiorl by Debra Anne Klahr PX2300 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKi�ESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 50 a ;III„I' @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1' 0" ADDITIONAL INFORMATION. Cn N O N 00 LO 00 '4a , a a, 4 W z Q 0 0 _W � L 0 (y) N. N�cn _ N U cq U ) W E ` O � O i, B _o ° gl a Q U m Q LU nN` W L Oco E1 LU 0LLj Uj' W°H WI_._ o=�_ WaYOz0 Z Q����°��vaiLL 00 0 rW, Q U =°x Z�LL-Z�0°Ha~ �OomZZ v /Q 1— H O O aco0-1 (D >ZY°ZZ�� W O J ti,! U) 0 Z _j ¢�W°���—gwo2v°¢ 0x o = oQZq�a U_ Q 0 a LL I- F N O O N OW t--I I --I ko O 0 `M C:)Q V M Ln (U1 LL_ N z < LU � � a • Q'-a00 ~ Z W LUo {� l0 i. N N M 04 M I; N O N O N O N r- O Aid' r- r- N C) N OHO N O O� 00 0') CO r- CO r- ` 00 ' r- O N O N O N �- N O N CD 04 0 i' N 0 N 0 N O N O N C77 N CA O O r- O 0p CD N eM LLO d 0 CD O 0 G CD O r- O r- N O ® 0 NLo i r- N M Ln 6 ti U") M� z z O w LU own U F—> - 0 o M Q �ooe❑ Q - 0 W LU LO -0Z z F- W F- LU0 z tz J z � r—I 0- z z U- LO W �a}w 0 z LnzU) �Q0 Q U a ®UJ 0 �— m a z z z LU W M N T_ LAST PLOT DATE May, 8, 23 z 0 STRUCTURAL ® ._I DETAIL'S —MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1/2" DRYWALL P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONNt\_. APPROVAL FOR CON1 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 3-1l2 FURRING TAPCON. INTO STAGGERED @ 16 TAPCON @ 16" O.C. &* BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" C.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w! (2) ROWS 3/16" APPROVAL FOR CONN, (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 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) 7/16" OSB 2 x 8 BRACE/ BLKG. > \�,, BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 7N BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR) INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- Z-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO 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) 1 Od NAILS AT EA. END - PROVIDE 2 x 8 DIAG. BRACE BTWN, 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 Ko"K SCALE: N.T.S. 11 SS Z-O" - SECTION A -A 8° 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8„ PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH \ START OF ARC EQUAL 4' MAX. RAID. PROPER INSTALLATION MAX' 8 FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 FV 1- 11:1/4 `Y� AL NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE 1 SIMPSON 1/2" HD TITEN CENTERED w/ MIN. 4" EMBEDMENT AT 16" O.C. 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 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED By-j TRUSS COMPANY OR 2x4 000, #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN. NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP, DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 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 .,<::A ,'•' ';>' >> FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6„ MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. III 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� 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 WHERE THIS CONDITION (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3° COVER 64" �� F.F. > D � �I I I, ,I 11-1 I I —III ICI—_�I 1-1 II 11= ° III —III —I' GRADE D .. P ,111�11- °. ° _z (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN R YP.) THE :S I INIArPr-DTARI C INICTAI I TIf1NI FILLED CELL INSTALLATION rw,� SEE ARCH PLAN AND PRE-ENG TRUSS DESIGV4 SEE NOTE '1 BELOIN SCALE: N.T.S. . fiILIJk` C tL?�woa BI'7G WALL TY PE �— f.Lk L y = PER PLAN I �'"i i� ^ 1 fir'=T'" TTi" A,II i F E,1'ANNEL: -4----- _ ° & s� "1, SS N� 1 _tom: FASTENED PER I CIA. u NOTE 2 BELC° N —I Ia1_.... I'CONT VENTED OR, S "IF-j CONT 2x4 NAILED TO - 2x BLOCKING NAILED TO TOP FI, OC;KI G 1"t ,7-121 NAII S T") CHORD EVERY 0 HER TR1 V�; ; w! 3-12d FAILS, TYP. (" ) 1, 11i, ) BUILDER'TO VERIFYePROVIDE SOFFIT MATERIAL SPAN GAPACITFE_ - `� F ON THE DESIGN PRESSURES SPECIFIED FOR OOMIPONENTS AND 'A LISTED IN THE DESIGN CRITERIA ON SHEET SN 2. F (/R SOFFIT AT 1 ACH MEN T AT WA.LL (PER ALPHA ALi.; Nt INC- FL# 1 4 PRODUCT APPROVAL) F CHANNEL FASTENED TO. - CIm U w T fAIL BS1T" D _ @ 24" Q,G war 510" MAIN. EMBEDMENT WCOD wi I3p 1 S GA. .4'x V4 ROVVN STAPLES@ 24" MAX. C.C. PATTERN SUB, B FAST lA , I I u GA_ 3)4"x1i4"1C:RiA1VN1 : TAPLE 1 a( EACH GR00"%1'E STRUCTURAL SOFFIT SCALE: 3/4 1 -L,1 " (--I FOR ALUMINUM SOFFITS W i -I IRE'V. 0-9 2.3 202 > 11 4"", INSTALL MID THE SOFFT FL PA INS T ALLAT1OI . C R I : F -1 FREFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.' 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2) 1 Od NAILS @ 8" O.C. O�FRyq TO TRUSS TOP CHORD /V + + 7N PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP m e ® + EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATIONFOR 2X2 #2 P.T. MIN. OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP S('AI cGF cuPGT M AKin 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. wl (4) 1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT a FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN d d i' d RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" C W L �O U M M 4-) (n U �n M -02 7 a m w. (V r c� ` 8 9 Q Z mod° (nnl Lu CL M 0 E � .5 7W V CL a w WW P W (n WQo20 Oz W LLWOQ z W�QOp WwO Q 0 oJ =920otOmD8 �lnw W(W W wQ�W� WQzWOa¢0�Z�zQ�Wo� LL ow � �g¢Q,IL a O J o ° D I> #5 BAR O A' d •D v 10" ° P D ° ' CENTERED W/ O D 90, 140 IN TOP o N Z W KNOCKOUT/ N CHAIR BLOCK O e P.. C)0 MONO FOOTING _ _ SIZE AND REINF. PER PLAN 1 — D °. D ° Q M in O AND SECTION DETAILS -I V) CLEAN FILL o e DIRT 71D i— d a rtj ° STANDARD o o ° 99 HOOK N Q V QZ I00 — #5 BAR IN FILLED CELL , , , - a W J O ,,^^ STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" JU Z 1 IOU NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. Virtual Review Assist, I c- Plans Review completed and p DRILL 3/4"x5" MIN. HOLE SET BAR IN for compliance with the 2020 F EPDXY CAP TO PREVENT LEAKAGE by Debra Anne Klahr PX 3 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/ I NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY IEXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. M N 0 N w in 0 w LO Q z Lu O 0 w z Q ' AM,4 � CD N N `, N O CDI; O prov '' O ditiO on O , o 0 O O "M O O O ty) r- r- N N N N O O t-0 O O O O N N (V N N N N O O 00 N co '� / N O d) V /i O O O N CD T- D � � �G O OI.O , CD r r CD 0 0 •L Nj O 0 CD O O CDLo > N 5.M "• u") O ti 1 z z CO� O vV owi-n rn O Q �0 L Z W H �co0z =0=Z UrZ�_j Q 0 2z�T-i IZ z z 2 00 Ova>- W Z z � z:Q z0 0.000 z U 00a 0 �MM W Q z Z z J WCY) N LAST PLOT DATE May. 8, 23 Z Q STRUCTURAL ® _J DIETAILS—RETRO FIT .s, SCALE: 2' = 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) OVDR FT ST P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU71' NOT TOUCH STRINGERS STRINGER CONTACT2x4VBLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER OR DRYWALL SPACING H SECTION VIEW SCALE:' VVALL ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT A MAINTAIN BETWEEN a' 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 3YP CUT TO FIT aRS IN WALL SYP R / BEARS IN WALL BEA ✓ x4 BLOCKING FOR 2x12 C 2x4 PT UNDER 2x12 -2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �I EW "A" SCALE: 1" = V-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" INGER A GLUED NAILED SECTION D-D SCALE: 1" = V-0" 3/4 PLYWOOD ON DECK ZH �x8 SYP GLUED AND NAILED TO FRAMING w/ ILS) 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED\ 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING B H 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER ATTACH ALL COMPONENTS OF STAIR TO CONC. W/a'X 2 a' TAPCONS @ MAX. 32" O.C. G.1 j TOP OF STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW- "E" SCALE: 1" = V-0" E SECTION VIEW SCALE: 2' = 1'-0" -3/4 P LW ON DECH —2x8 SYI AND Ni FRAMII, 2x4 DRAF STOP 2x4 BLOCK c 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER FSIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J' X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW SCALE: 1" = V-0" - 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR 2x4 DRAFT GIRDER, FIELD VERIFY STOP r" -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 — (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" CONN. TO BOTT, OF NEWEL POST PER CONTRACT El PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING 0 1 HII"C UUINJ I I"''(UU I IIIJIN Ur- I /'KILO (IF 11X17 REDUCE SCALE ,5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" AILS - D OR IV L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JUL 2 1 202 1. Virtual Review Assist, Inc. Plans Review completed and approves for compliance with the 2020 FBC 7th Et by Debra Anne Klahr PX2300 2X BLOCKING ECTION VIEW "H" SCALE: 1" = 1'-0" r *' M N p N a € s„• 00 ?a� LO ';. I 00 LO ) a., I� Z f ,. LL w Z 1 Q /N a) LOW > 0 R' o W L 1001 U CO ai t�t' N (n V -0 -0 -, .2 m 4)O L + L M ` o O i v 0" X Q �N w L 0� , U Q 7W co V E °o W ui ai w ° F- wLu _ u2�_O WC zo! ZLU 0-x¢°Q QY-oQ°X_jm�U)LLO QQ ZEZi0Z20Of~Q °no0EO0mZ v (n Z cn W CLWoa00 °�zYOzLLpa OZ WaLUZIL EDF LL OzgO Q LL N O O N Z W o H ���o . O F MN Q U) Lf) J U0 LL N Q W Q Ltd a-�� Q�CJ <00 z ~ 3 Uj W J O N M M O O N O N N A;4 OT-- {T.- N O N O'O ,N On 0 0 " O 06 O r (0 CO ` CO O CV O O t' 04 N & N & CN N O O N O cN O N CNN O � O r � c0 O cV M O 0 r- 0 . O) 0 CA O O r O c- N O a 0 O N� L j � CDo N ; (M o It 0 LO 0 Cfl . ti M� cn Z Z O W W Lu � (n W - ® ® Q 2 =) Q 0�=Q Z z�IF - ~CnOz r=nl-=Z V z J Z � m Z � 1� _ZZ LO W r**'s 00 O_ U�ZU) z o z T"I 0 cr.■ Z „ U Ua Oo m � z Q Z Z LLI W coM N 0 'r__ LAST PLOT DATE May. 8, 23 Z 0 STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6, BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER 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 + APPLIED HORIZONTAL LOAD < 1.0 VERTICAL LOAD SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 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 1cA=-40mq "! SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12.0B 8F16.0B 8F20-OB 8F24 06 8F28 OB SF32 OB 8F8.1B 8F12.1B 8F16-1B 00-2 8F24.1B 8F28.1B 892.16 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 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 5400 6224 2189 4375 6113 7547 710294 P734219' 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3686 4249 1663 3090 5365 7547 36 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 1 7168 (45) 6036 (191, 7181 19 8328 20 6'-6" (78") PRECAST 908 3480 3031 3707 4383 5061 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 P12382177 1729 2632 2205 2698 3191 3685 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 1160 1625 2564 3486 2818 3302 5 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1 1052 1533 12093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 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 1 1047 1 1285 1399 24'4" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1 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 4ATP-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6.0B 8RF10.OB 8RF14-OB 8RF18-OB RF22-0B RF26-06 RF30.OB 8RF6.1B 8RF10-1B BRF14-1B 8RF18-IB 8RF22.IB 8RF26-IB 8RF30.1B 4'4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 3699 5206 1 6639 8060 1 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 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8 PRECAST & PRESTRESSED U-LINTELS v SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REIN *. CMU 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 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 S" PRECAST w/ 2" RECESS DOOR U-LINTELS �►^^�� �' �� ��-^Wr 4►R4W SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 REINF. CMU 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 SID 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 40AST 494" SAFE LOAD - POUNDS PER LINEAR FOOT -TYPE LENGTH 8F81T 8F121T SFi6 iT 8F20 1T 8F241T 8F281T SF32 iT 8F8.2T SF12-2T 8F16-2T 8F20-2T 8F24.2T 8F28.2T SF32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 V-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7-6" (90") PRECAST 727 23), 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113315 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2001 15 530 1 686 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") PRECAST 418 15 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 JU3 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 (81 1268 14 1470 14 1Y-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 2V-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 10 341 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 cA=T-`Rfh SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF61T 8RF10 iT 8RF141T BRF181T 8RF221T 8RF261T 8RF301T 8RF6.2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22-2T 8RF26.2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 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 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8) 1952 7) 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931(12 1301 15 1640 (15 1980 15 2322 (16) 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS c 0 0 F16-1B/0T 8F16-1B/1T 8RF14-1B/0T o8-F8°-1CB Q o O ° 4 O ° ° 4 Q 0. > G ° 8" PRECAST LINTEL W/ (1) #5 HOR CONT c BAR & (2) COURSES OF 8" K.O. BLOCKS ° 0 o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED Q ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° a 1-1/2" CLEAR C.M.U. c_ J 2 p wU -PFw- a ° #5REBAR AT O- to a BOTTOM MIN. (1) QLLu0 REQ'D z ~ �; ° 16 GAUGE POWERS d " ° STEEL BOXED ce 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 J - = C.M.U. c7 oo z = GROUT Ln `-1 #5 REBAR AT BOTTOM OF LINTEL CAVITY 0 0 BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8 NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP O O O (-0 UNIT '1871- 1ST FLOOR PLAN 1 /411 = 1 '-011 JUL 2 1 ;>,N V- A N Virtual Review Assist, Inc - Plans Review completed and approve compliance with the 2020 FBC 7th E by Debra Anne Klahr PX2300 "s co N O N 00 LO LO co ' `t 3 •a 9 r �. Q ;e Z W ` . e O !LL <u < W p Z Q cnn` > o E 0 W L Q 0 M co �• N c (n V C� w u a M Oo,' 0 o ��� O u-o' Q ".oro Q U ', _ 0 � } ! vi U Lu D N ) C MO 00 � CL q a �i r a i �Lu w uS w0E- W LLJQQ U wf-Q ��� �YZW =C)X JU)W 0z2OOp�QO Z I- 1- C7 C) 0 C3U)z�OZ0�00co w w- w � w z � a- O z -�ga�zYo_Z_Z�-0Lu a 0 W O H N � w 0 00Q 2 CL V Q LL 0 �QLQ LL N O N O W U0 I� H � O O Ln Q � Ln � N Lu Q Q 00 z � l- W Lu J.O l0 d' (23 O O 0 f O c� r-- 4 NO Q O Lion O O O 0')'600 M CO 00 00 O O O O O O N O N O N O N O N N C)7 O O O 00 N M O O c) O N O c O N� >1 I O N f� 1 M O 'q I O V7 O 1 CO CD r` Lj f 00owW W (� Z Z O W H - O o Q gmEEo Q 0LU 0-m � � z zLU -� = F- LU ZHZZ v Z �: J Z> Z W Tom, �ZZ W r*-4.; 0�2z >- ® Q 00' UU)zz a W ZT--1 F- ' Z •` U U a ® O W � Q Z z J LLJ M 0 T- LAST PLOT [?ATE > Ma�l*=3 , z Q STRUCTURAL DETAILS e AB REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#51-(1)#5U (1)#5L(1)#5U (0)05L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)95U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST (2) D4.5 WIRE (2) No.3 6740 1 9462 9462 101300 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 1 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No.3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6'-C 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 &-0" 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 467 1 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 355 649 649 1 489 649 12'-0" 10'-8" PRECAST (2) No.3 (2) No. 5 329 602 602 430 602 12'-6" 1141 PRECAST (2) No.3 2 No.5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 (2) No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 270 449 449 286 451 14'-8" 134' PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16strand + N.R. 473 473 328 455 (2) No.4 17-4" 16-0" PRESTRESSED (2) No.3 (2) 7116strand + N.R. 357 357 254 352 (2) No. 4 19'-4" 1$'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +(2) N.R. 277 277 202 281 No 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 (2) No. 5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 (2) No. 5 N.R. 20'-8" PRESTRESSED (2) No.3 (2) 7/16strand + 203 203 155 215 (2) No. 5 N.R. (2) 7116 strand + 22'-8" PRESTRESSED (2) No.3 (2) No. 5 N.R. 764 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLIDLINTEL -1 FLOW ER LINTEL CAVITY [8xl6-P-1 L/1 1U] NOMINALWIDTHJIJ `QUANTITY OF#58ARAT 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)#51-(1)#5U (1)#5L(1)#5U (I)#5L(2)#5U (1)#5L(1)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No.3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2) No. 3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5'-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No.4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1419 1419 850 1347 (2) No.4 154" 14-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1291 1291 775 1270 No. 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 993 993 600 1084 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 (2) No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 (2) No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 (2) No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 (2) No.5 (2) 7/16strand+(2) 24'-0" 22'-8" PRESTRESSED (2) No.3 No. 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF#5BARAT S - SOLD LINTEL LOWER LINTELCAVRY I �r [8xl 6-P-1 L/1IU] NOMINALWIDTH I I J `QUANTITY OF#S BAR AT 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' DETAILOG' 31-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3Q65 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 1 1966 3390 3053 3053 5'-8" 4'4' 4-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6'-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 91-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 .F a J•, J 4.1 DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL I F LOWER UNTIL CAVITY [I8xl 6-P-1 L/1 U] NOMINAL WIDTH) j L QUANTITY OF #5 BAR AT NOMINAL HEIGHT 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)05U (1)05L(2)#5U (1)#5L (1)#511 DETAIL'E' DETAIL'F DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST (2) D4.5 WIRE 2 No.3 10000 1 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 4'4' 3'-2" PRECAST (2) D4.5 WIRE 2) No.3 5104 5671 6345 6345 4'-8" 3-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54' 4-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 74' 6'-4" PRECAST (2) D4.5 WIRE (2) No.4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No.3 (2) No.5 1074 1074 854 1121 12'-D" 10.4. PRECAST (2) No.3 2) No. 5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 2) No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED 2 () No.3 (2) 7116 strand + 1207 1207 605 938 (2) No.4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1095 1095 551 887 (2) No.4 1 T-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 836 836 426 763 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 655 655 340 645 (2) No.5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand +(2) 607 607 317 601 No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 (2) No. 5 (2) 7/16 strand + 22'-0" 20'-8" PRESTRESSED 2 No. 3 () 488 488 260 493 (2) No.S (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 399 399 217 412 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLD LINTEL r LOWER LINTEL CAVITY [I8xl6-P-1 L/1IU] NOMINALWIDTHJ `-QUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#SU (1)#51-(2)#5U DETAILV DETAIL'M' (1)#5L(1)05U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 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'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 1 2384 1884 2371 11'4' 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" 11'-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'-B" PRECAST (2) No.3 2 No.5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 (2) No.4 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 (2) No. 4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 2) No. 4 19'-4" 18'-0" PRESTRESSED 2 () No. 3 (2) 7/16 strand + 1084 1084 615 1095 2) No. 5 20'-0" 18'-8" PRESTRESSED 2 () No. 3 (2) 7116 strand +2) 1008 1008 573 1048 No, 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 (2) No. 5 22'-0" 20'4" PRESTRESSED (2) No.3 (2) 7/16 strand +(2) 850 850 471 923 No. 5 (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P- PLAIN LINTEL/ -] QUANTITY OF #5 BAR AT S-SOLD LINTEL I F LOWER LINTEL CAVITY [8x1j 6-P-1 L/1IU] NOMINALWIDTHJ `QUANTITYOF#58ARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ DETAIL'DK' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'4' 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7335 8173 4'-8" 34' 3-0" PRECAST (2) D4.5 WIRE (2j 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" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 455 aA •z .�;. DETAIL "DH" DETAIL "DJ'" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEU -] QUANTITY OF #5 BAR AT S-SOLD LINTEL I r LOWER LINTEL CAVITY [8x1 6-P-1 L/1 U] NOMINAL WIDTH H L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1 FLORIDA BUILDING CODE 7TH EDITION 2020 SECTIONS 1901.2 & .2 0 ( ) 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3A 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) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 32" STIRRUPS AT 4'-0" cc 00 0IED OR WELDED) u� LnOTTOM BARS EE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE H 0 3000 PSI GROUT (PLACED IN FIELD) TOP LEG BARS: (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. ti ' m m PER STRUCTURAL PLAN BO l`•T 7/32" STIRRUPS AT 4'-0" cc M (TIED OR WELDED) N BOTTOM BARS SEE SCHEDULE 11 1 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#SU (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L (' DETAIL'Q' DETAIL'O& 'P' , 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2) No.3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No.3 6251 10000 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No.4 6266 6603 4891 6909 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 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 (2) 7116 strand + 2413 2413 1338 1974 (2) NQ.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 2199 2199 1219 1846 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 (2) No.4 19'-4" 18'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +(2) 1348 1348 753 1330 No 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 7254 702 1271 (2) No.5 21'-4" 20'-0" PRESTRESSED () o.2 N3 (2) 7/16 strand + 1092 1092 614 1167 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 1023 1023 576 1121 (2) No.5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No.S 898 898 481 947 DETAIL "0" DETAIL "P" DETAIL " " TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY [8xl L/1 U] NOMINAL WIDTH)I I6-P-1 L QUANTITY OF #5 BAR NOMINAL HEIGHT J UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPF LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DU &'DM' DETAIL'DN' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 7-8" 7-4" 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 44" S-O" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 48" 3'4' 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 5'4' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 CD \ H / \ J / CD CD 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 ##55(1) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-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" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'4' S-O" 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 6-8" 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 5'-4" 5'-0" PRECAST (2) 04.5 WIRE (2) No. 4 3765 7387 2901 6831 7-8" 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 DESIGNATION P - PLAI{y LINIEL/ 0UP3dTITY 9F #5 BAR AT S -SOLID LIpdTEL LO R LINTEL CAVITY r . ;.. •. x . ;... •.• :.. •. [8x1I6-P-IL/IU] 1 i' # y;• '.� a;' •:: •.Jj',� P�Ol NAL LQUAP�TITY #5 BAR AT a• VDTH�J 11d&V Ai L FIE131T UPPEER Lfh7EL CAVITY '•, '• �• DETAIL "DL" DETAIL "DM" DETAIL " IN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TVPF nPQIGNAT1r)NI P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LITEL F LAVER LINTEL CAVITY [8x16-1`-IL/IU] Pl3WL VIDTHIj LQUAN!TITY OF #5 BAR AT N4>tiwINAL HEIGHT ZIPPER LINTEL CAVITY TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5-SOLID LINTEL F LOWER LINTEL CAVITY [8x11`6-P-1 L/11U] NOMINALWIDTH] J QUANTITY OF#SBAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY JUL 21 2023 V �l Virtual Review Assist, Inc. pans Review completed and app for compliancebebralAnnth e K ahr0 PX2301 SAFE WORKING LATERAL LOADS (PLF) 8'' X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54' Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7-6' Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'-4" Precast 132 651 12'-0" Precast Ill 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 164' Prestressed N.R. 369 174" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended ' ' M CV O N 00 LO LO xy 00 LO �d3,. Q Z � Y, 1 ` W Y 0 W r-.._ Z a VJ L `0 N U ,- Gi Cn V 7C) f 2 Cl) A� s O W 2 o O Q < •nV) .i W QN W L CO Oo CL +' 0 y t I ry Ww Lu �ZwW H-Q WZ OO-�0� °o Of Q P QZ)JZ'Q°0FQ n°��oLO2200mJzz zLu O° UWS �w�N- a ZzOLLI C0ZW°yZw00Z WQLL o �Z�Qa O0� QLLQ O ti C) N Ow un � O Q V M LLn � N < Lu QQ Ln I..L a G 1 4 zv�� LI.I Lu -j C) o N N Cal O O O O r- IT ' - N O CV O tV O ve O O o Edition 00 00 M CD r 00 � 00 - O 04 C) C)`-, 04 O N O N CD N O C)O N O N O N O N A C) N C) CDr 00 CV l�(i ♦) LOA 4 CDO I ¢) CD CA CD O c- O CV O CD 0 0 ' N L C:)o N " I c'7 O I 't I C) LO C)O 1 CO ti LO COw (n Z Z -Zo u Lu5;W(A U r O o M Q S2oEz0 Q -0 ~ Oa=a � -0 z. 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W= Produa Approval Appi lestion DPW 2111 291 M- Ank ffaalam- gow &Q1111111I 1911 Ell AMM JIMml F Anvaral Agiong MAIM fk-ftt.. 2020 Thefrom-Tw Caw"M amejol L)ffW F. SO FAdt F E_ Ryas J, Ydrwj P E. W5 MM11 I W I MW 04r-Z2021 ftoawzi Apol Cotool fteo" ftxs pr-43400 H81 3a737-anll,6 "LbCalotdrr. Stbohg Ldeflor Dw AasexVire mice Method: EwiallanWIl. a 0ACoopi Florlde RegrozHoodArchsad er a Leented Pi ft Frotossama Ea*= 1101111,11-A MORI ggdbAMU= Ammommelforwn ambfiL212sallaw W'd Priam c Therm! TW Fsm-Ckil mod SrwvihSdr "Minal "039:6 8WIVIM"Ofto: Cl ell 17f3Wfb028 Na Yet Tom WA C-0-t. Edge FII al U.. 2 It. Therms-T. Fitm sycasd'Smrodtlr5tar "W.W 6"W;6 fieu&.I.P.OAQL,eA; 0:e'l VI,, Y_ NIA cmpoete Elect fvjagj". 5r9k ow el'oft "Holv swollmonvt91ml.l; xo, ox a oxo 3 0. 1htrreo7M FIber-Clossle and STPOOI*Star 12311'21M No Yel `tq rIN 4 .1 Thlb"bl FibW-06WE .dIld &.001hSur 5 , Th.-T. Rb.-C*.sia ned &o-1 6 f T""M-TN Molchil &M smootl"_sIoT I i6. Th*me�TW Rse-00110C 900 SM00*4RV 8 h. 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WA 12rirzgzli, He Y� Yee WA_ IMIMN INSO Yes Y_ VA, 12611 8 W Ve T�A NVO, Florida Dapartreent of Busing & Professional Regulation aMlal Building Codes ano 31andard. 0511.121 Product Approval Applicewn Detafi March 6. 2023 MV A law V M1,11C lip: a d, 1A AL Iwo W&I a � Ell .9 As required by 'Florida Statute 553.EA2 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below it they will be utilized on the construction project fbr which you areapplying for a Category/Subcategory --iManufactureer Produ:ct Descrip'tion Approt!va!Number(s) 1. EXTERIOR DOORS ,A. SWINGING MerTlassic and gmooth-Star (RON-IMPACT) Fiber -Classic and Smooth -Star (IMPACT) +67.,0/-67.0 psf �m:pjrti:tem Thenr aTru lFiber-Classic and Smooth-Star1,+80-0140_0 PC Is Ml Wndows and Doors Series 420 +40.0/-40,0 psf Series 5570 NO -A 21-0205.03 +38.7/-38.7 �s�f L Pella Corporation Wayr:e-Dalton Series 8000/8100/8200 #1105 (8X7) 1121MI All, +31.0/-35O psf 'Wayre-Dalton +30,0/-33iZ psf WANKC1 .......... ..... Wayre-Dalton Series 8000/8100/8200 #1124 (16X7) +344/-3&3 psf D. METAL LOUVERED D Curries Dijsion ofAADG. Inc 607.7 07, 727,747.and 847 Single & Pairs of Doors lain A., SINGLE HUNG MI W; ndows and Doors Series 185 +60.0/_160.0 psf Series 5500 _7 Pella Corporation Series 10,120 +35.013P �o psf II NIlwp 311 Pella Corporation____..._ D +60.0/-60.0 psf IB. HQRIZON7AL SUDER MI'W:ndow;s and Ooors Ik +5wI 5.0/- .0 nsf Pella Corporation iSeries 10/20 +30.0/-30.0 psf ,Pella Corporation 'Series 10 Sliding �Vindow MI W ndows and �Doors "Series 185 +60.0/-60.0 Sf W� 5520 11131 RE --weries Pella Corporation ;Series 1 O120 - +50.0/-50.0 psf Pella Corporation 10 Series Flange Fixed 'D. MULLION 576 Mi W ndows and Series 4 Doors Series 5500 3. PANEL WALL. Hardlding dliCemplank Lap Siding and HardiePlank Lap Siding James ie BuiPro. FL13192.13192.2 Solid and Vented \Ifinyl Soffit FF115272.1 - FL15272.2 +75-011-75.0 191 psIIII f 'Alpha Aluminum, Inc. ',Solid and"Vented Aluminum Soffit +54.21-54,2 psf ;4. ROOFING PRODUC1TS A. ASPHALTSHINGLESs i3 Tab, Dimensional :B. UNDERLAYMENTS -lb Felt Undedayment Tamko (for Shingle Roof) 03 Plyglass USA, Inc. (for Tile ��oo� TU MAX tvgjg� NOT USED iD. ROOF VENTILATORS Thom,pson Arch Metal CoI il Off Ridge Vents Florida Metal Products, Inc FL16918,1 - FL16918A 1DA-4 Exahus,t Vent +97..51-97:,5 psf ,E. ROOFING TILES MIMM A I: Mot.- 4 0 1 1034 FL784916 -'FL78:4920 j T F, METAL ROOF 1iDMC 10ONS, DMC 150SS, DMC 175S. KAC Drexel Metals. Inc. i2100S, DMC 5V 5. S HU!'TTERS A, STORM PANELS Globel Protection Products Steel Stomoi Panels FL150761 - FL15076,2 iAll American Shutters I Glass Steel Storm Panels ------------------- - FL17869.1 .............. . . . . . . . STRUCTURAL I .....c9mi-P.9NENTS IA. WOOD CONNECTORS/ -USP-3tructural Conn, A-UNCHORS i,Simpson Strong -Tie :B. TRUSS PLATES it ITW Building Components Alpjne Truss Plates FL1999A - FL1999.4 A MiTelk Industries, _J. Truss Plates •Inc. !FL2197,1 - FI.2197�5 er lAm Board, LVL, PSL. LSL F L6527, 1 - F L6527.5 Cast-1,1Z,rete Corp. �High Strength, Concrete Untels, �NIOA 20-063015 MAI Commercial Concrete Products—,im."-Kigh Strength Concrete Lintels The products listed below did riot demonstrate product approval at plan reew- I understand that at the time ofinspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) F hl.-ar l tla Depo -,rn e, 4 cf *k4 sh tis & Pro lf�ssio 13 t R eg lilailIon Por 6 �t Bli,ilklIng C%ks unfit S4zTndFr1s Rmducl Approval Appliccadon De -mil Eannit�w & U rt�, Val,Otj Zv VdFnatA sjwnjl.t� 75C 8pp-�Vel Amm-Ked stm �17 PE-4SFi," Jor, nil P1.1141�1t1l,00 0�17tlr��r I 0A I,;: lid SI,v T Nr,_,Jnl a IVA 2p.,j-, Ye, Y NIA .°' t v 1 II: ,Nn !149�� 0 (,.'A F(]a1IptctaljwN;- : u.. ,. i.::V c� •:fA._': III NJ A. Yes I,lh C'D 3 T I Pr [11 L I- f'.4 1, S j D h Ax4k,�vt jrl� 1U, "In vio� Xr" OX of OX0 1, 76�r Clavu,, f 120,1-2 -=es Y es (qs N111 In I[ F. : !Z"702- V 1. 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L'uta Vt—a-Im I � �A!0, �,E X4 o"10,41anS11'eview completed aa44-pprove for compliance with the 2020 FBC 7th Ed by Debra Anne Klahr PX2300 Wl I M WA 145 l E R I -.!,PAIN fiM 6:1 lj;'�Jl _-,.;iNJD i%S mY.r't FII DowunIM of&*mqrs* S, PWeFMinM 1tsqv:MI017 r,, 1,11 awl star icleir,13 IV= Kc,duct ApDvival Applical II Y*WL_1 Sly VNI0929 Rx,d �Rrlr r'. Ka rllwl, Ar,,,R ! , 1 1 F. I l 7634; lV l Emil', tItYlIz PAqjt 12,14 l e�!, I (Irj(, 3S _ll 11o11wl 4c"n VWOl iqvn',,,4d 1Haznq 12� 3 1 LU1.1 Yas ZcYJH,11,%e,t� loax N� 7� I 'Prx.tinertof BwsintnD 8. V.fil;ttP,,0 E%y rr ?,stay J! : i.,. rr6n IIImd ^bl ri[ hlI,11; WFmll CA - Nia plliw-_ua 01119 YA9..w s, I I L, P LK� &tyF,)�w IG li,110::7 UX7 I l`X:0 I-I,"Ir;r. F.44 ➢ 0 1 3 F�1 =9 =Atn, Il hpmlsimll IxAT,� 41hog a.OrL, 2 'icX Ro ld - WA Roddo Dapart,wrlt Lq Rtlswtrinifc-hcjan;lt; Regull Prodllxt Apprcm.4 ApII II Pw A 2-. M. .LL YgI nu III F-p- L I pp,jg valicl E 51�. 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Plans Review completed and approved r Iti lOr Compliance With the 2020 FBC 7th Editlo by Debra Anne Klahr PX2300 i (3) C/ (3) > 0 • • 0 CL k Cj) (D 0 0 0 -0 Li- 3 U- -0 > 0 (D -+� k cri C/) March 6, 2023 SHEET-10. A1.2 "?,�ll/,��"-o-----------------------",�, I I L I E ( Co it,I '\ z -1, (________x TRAJT TESTING a ENGIMEERIAIS OOMPAINY �k,�F,fF'W,-k.-Tiiiii�ii,-P-E..,—""""",,"""""'", . ..... '"''"'" " ___, , _ . I 1-.------- I�Tn2l TL C� L�-N. Wl,6-,0 PRODUCT EVALUATION REPORT REPORT Ill 20-0728.01 DAI AjIly, 28, 2020 PRODUCT CATEOORY: Shulfters PRODUCT SUB -CATEGORY- Slal Piernito PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PAKEL MANUFACTURER: Q)W2ALP1d*l:d01LFtodudro1M 46M S.W, 51 Street Davis, FtorfldaS3314 J-P-URPOSE OF EVALUATION; This is a Product Evaluation Report Issued by Wallil A. T1111t, Jr., P.E. (system ID # 1906) to ther Global Protection Products, LLC, Rule ,Chapter No. 61 G20-3, Method I D of the Florida Department of Sual ness and Prollesslonal Regulation. This product is beirg issued an Evaluation Report as described herein, and has been verffied for compliance in accordance with the 2020 Seventh Edition of thRoo Rrsiridil; 8ultdIng0'oldia,, arld to vil that the projillct is for the pu�pasR nliended at least equivalent to that required by the Code. Tho; Product Evajurl Report shall be subject to Review arid neReJeein In case clol a Suildrigi Code change that may affect Its limitations and conditions 2, EMENP.E.MMITTEM 2.1L P ED _9"A UATION DOCUMENT (P&Dj: .-CT Dravring No. 20-176, tibed "20 GAGE GALVANIZED STEEL STORM PANEL", sheate. I thru, 26 of 26 prepared by T�Holco, Inc,; slIgned andsealed by Vialtor A� TINA, Jr., P,E,� dated 07i28I12020. This drawing Is an integral Dart,Al Evaluation Report, -,I'll, - pil", er���k A� T14z�%,, 0%N*,', ,% is - 44-4..'00-ji I. V,1- - I - -` *_ - 1� Qe *,_�� 11si --------A -4---' ____ Y-- �:�._Z�- III0, 44167 * -, I - I I'll" Z * � . " _��Ty l', L�W,,l , __�_ Ll , __�_ - -* -!t - :A -F . � -S On % - - .11 '�'o "'IctoplDti� 64 �, x,,-,. 1. I. I.��lif . I�X,4�,�',T_i., . MI I ?, " _ \ 10 , N V 6355 tLIM 36th Stret.l. Sultz 305, Nhuni, Florida 33 I 66 - 11ho[Ua, (3051 871-1530 - Z*, 5"M I , . -WIwIl Vi I I T-'B�Q=�L�tVAI,,VAUM&U�Qlrl!B-C)--V--)LI.1b.PA 2 `, 2�- TEST -RE POR17$: Large rnisol �mpl and facguel it'A-rid tests weiiie Performed Under PPOROCOiS TAS � 201, 203 as per section 1526 oftlas Florida Suitcling Codol Uniform static loads as perTAS ' 202 Protocol. Test, reports prepared by Hurricane Engineering & Testing, frv� , iteplorts 9 itil 5(ty, dated Litilip,g1r,11 jy: r l , ;), ieqof�.57 0 del ed ni J9 it� 91 � 9l,,J,JL, , 9 i 9,96-T30 dated 091201,11,196: all three signed and sealed by Hector fil Medina, , . P.E-, Fene-stration'testing Laboratury, Inc-reports92034-clated D41=15i'19918and Rf 2126 dated "I 0/10,511 08 witrIeteod hill, Gil tie, rt Ditirric,irld. P �F_ w ... Id Report No ()Vii.01-0_0� dated rell 4, 2009, signed and seated by Edmundo Largaltapal P.E. and Henry Hatepilm, P.P_ Tajisllle� test report No. Ty��M-197 ey 00 I'vietallurgicie, Inc.. dated March 13 2009, � , signed and sealed by Frank Grate, P.E. ZAI _$7RUCTURAL ENGINE UQULATIQUI, Or, 20 Gage Galvl Steel Storm, Panel for max9frimm pal length vs. design ' Al load, as well as maximum anchor spacing vs, design irvfnd load and panel ' length hased on ratloP4 and cornpartillve ansolvais, end �ri accoril with sWion 1616 of the Flonda Building Code. Caiculatj=6 prepared by Titteco, Im, dated 1 1103JO8 and Q' X1 ?J15, sipried And sevoll by Walter& T�N(, ,K, F E, I MISSILE IMP -AM RESISTANI-CFE: Large missile impact under section 1625 of the Ffinnilm Building C'ode, as per I'AS 2fil pfrAdcol 4,01,11) LOADS RIE$I$TAhLQ�, 20 Gage'Galvanized �IiNer�lf Storm Panel has been iel,affied to sustairi wind . . pressures, Maximum Panel length shall beas in(ficated on sheets 8 lil 16, 19, 25 and 26 of 26 of Product Evaluation Document (P,E.D.), drawing sio 20AX Mal,ximurn Anchor 5pacirieshall be as Indiloatelilon sheets B, TLA, �0,1i, 14, 15, 17, 18, 19, 20 25 and 20 of 2M of Product Evaluation Oocurvent (P,E.D-), drawl No. 20-17C 5_._lWTALLl` Installaticin shall tre perforined strictly in accordance with details indicated ori sheets 3 thou 7, 1 0 thru 20,23, 24 and 26 of 26, of Proculd rivalustion Document (P-E.D.). dralwing No. 20-176, Minimum separation to glass shall be as Indicated on sheets 8, 14. iG, 26 and 26 of 20. of Prol Evaluation Document (P� E� D.), dralivirlop No. 20-176. 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", I , T 1,A,F Pe ;1 9 & ,4mToA RpooRnil cN4 BE ,,,WItfll4JN` A ..'l COMBINED IN AN, III ;G Sol ANY 115�, E I I � -, - ___ ,-- ___ � - 1 veP ,, � 11 0J,ii-,R ?,/,,, INSTALLATION " _:. 141 .14, �� ; , __________J "4- �, , 77� 1, I l : 7��7 _-.:..r__,, -7- , I "] I . ,1 I o ,�' I Icl FAi P I� Irip � I � �� I SiAl PDILMAED �_ , �� Y�,,�, % FLORMA BUILDING LODE (11119h Valml�l 14-ficons one) - ,�r � � �IIA"L � ,, =VkX _R/L=_ [OLAI - , AWNM ' ' * _J - . L I Lf ON :, � % kma. 4, 1,10RIAITA I — 4 ' , 7 .1. = ___ __ A T� M * - . - 120W �,�]� - = : , * : - i 20 GW sAll'I'll STEEL VOR- , , � * Z_ _ - , ,��_.Ailliil ___ ll lj,tz, .1 Rte- I '" � - FICT TIC "11-:11-l!", -4l - - , , L GLOBAL PROJECTION PRODUCT-4, ", , - E ,� � PAW I I ,,i,van- ir � � -.---- iLLC,[ pl. OP., I CEUk& A FLOOR NPUNIT I nb& _-�OePT F, n I D* P, " 0 IN C ' � ` , - -M ". 5 "JET I ?i I _U 5Ef,l r, ij�&T_-,�- - Ill, -_ twIl .0 Cf.~ l ,, M111 ", Q r. ,,. .- l _# I. - o el ;Pprilplel ,� ijuim I. _?_=.1- I.- - 11 I !f— I 1�1..=, L.--.--- �, -1 Il Irl �_, 161 IMIM IARI'lliolq �' CA-09011I - [� �.;iii;ieri;--7 - '� - -7- -;--:,- -- - - __ I - I—- "A"ll RAA_ _ & �L'AAP �L`T% III 0. P'L ...-I'- U " " :IR I I - -aF 01 � J - 4 . . . . . . . . � ... � ft_*_i�' _A�_._ __ I - "I'll" ill . 7,zl - � �_ I I kRQ;,iJC1f ,"]"L)kTIL12v�pff-r!2u,L-�i-a-,Imm,23 (0f kTE_Pj_AL_CI1ARA_C_T5RI$Tlr,$ AND SPEGIMAID Mo I DO 8.� Shal, tie lerictly In accordance with General Notes and Components indicated on shei I 1, -7 and 22 of 26. Of Product Evaluation Dacument (RE-D 1, drawing Nicl.;FO-176. Anchor specifficatiltIns shaN be as indinail on sheets I � 7 and. "I Cie 26, (, T Product Evaluation Document (P.E.D.), drawing No. 20-17C 7. L�M,ITATIOW��AND--�ZOND-MON&-(),r---MC-; 7.1. �",hall be strictly in compliance with GeciAeral Notes No. 1, 8 thru 14, indicated an slipet 1 of 26, as veellas General Notes #1 thru 4 and 1 1 ths u 16, mdIcallad on sheet 21 of 26 of Product Evaluation Document (P. E. D-1. drawing No. 2LL176 prep-ired by Tiltel Inc. and signed and sealed by Walter A Tillit, ,IF,, P�E, 7Z, � Iroduct may be installedwithfn HIGH VELOCITY HURRICANE ZONES as clieft A on sect;on 1620.2 of Me Florida Building Code� 7.3. �Iroduct shall only be Installed Into poured concroll concrete block, and wool frame structures. Pr -,A xt Evaluation Report prelparou d by Walter A- Tilla, Jr., P.E. (Florida License Nor 44167), President of Ttltscu� Inc, (Florida CA-009719), - - _� _� - is! tx 44167 � '- . , ,I r�*� ,�� * . ,* _:�L _- -A, s-ATE OF �.:,I_-� � - _. - �� Z RVI D:� T11 TECO AVIIIIIII Rr COR04 � P, a, REPORT 20 � 01-011M. FF1.015CTIGIN F�ll S- [1-c � 20 CAM-: "VA! 44ED STUL STDRU PANEV DRII M176 kRIEFOcrIll 2D47'AO1 � , —7 AIRRO Ze \ T`1 """ 14- ILI E �C-701�1`11141"` I TELLN' "I'l$n�NC�j Is EJyJGuqE�CRJo%oo GoIJAPAI I --- � _ ___ ___ WAI.TEILA. TIUM 11, PE� - tiftw4gool.com MODUCT EVALIJAMN-R-EIRMT ,,T " I �_�_ IN. 44 of - PV,-A LM1lIM.%I)1Wl REPORT NO.; 204727.02 DATE: July 27, 22,020 PRODUCTCATEGORY� shishers PRODUCT SUB-CATEGIORY: Storm Panels PRODUCT NAME� 24 GAUE GALVANIZED STEEL STORM PANEL MANUFACTURER: ,r,lQba!-Fyp.l�ec.tto-ttr�r,Qd.vp,ts, LLC� 46LIO S.Vjil 51 Street Davis, Ftanda 333 1 4 1�-FV.R_K01%E OF F-VALUAMN; Thra is a Product Evaluation Rll� lx�,rt htsuald by Walter A. MI Jr, FITE. JSyetlar ID 4 1906) to the Global Protection Products, LLC, Ruis Chapter No. 84.1320-3, Method ID of the �lorlda Department of Business and professional Regulation, This product Is being issued an E-valulaoun Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edilicin of the Flodds Building Code, and to verity that the product is for the purpose interided at leasi equivalent to that required by the Code. This Product Evaluation Reporl shall be subject to review and re'vision, M case of a Bul" Code change that may affect Its limitations and conditionss L.FYININICE-15A1113141' � - TIM I-PROJIMU -TF-VM.,A-TIQN..PQ-C-UMFN.I�-.tP,E�JD.): Drawing Nor 20-175, titled '241, GAGE GALVANIZED STEEL STORM PANEL", sheels I thru 18 of 18 prepared bv Tilte-co, Irl signed arid sealed by Walter A. Tillit, Jr , P�E,� dated 07i2712020. This drawing is an inte RIM ��Irz ,I 'III 11 I S Evaluation Report "PE �,c�- � �. ,,�,,Alsi,. " "" . , .� . - �. 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X - :1 did1s.- "., � li I ITAI: I ---�. � IATX� FARE— ..-:l " . , � '%___''l, , - 1, " I I o � -04; SME 319-1, F,C�, VP�I I 9 Pxrq - . - __ __ - I = r =,T ,. = __ UnE cIF r A' 41l , W*V , �s � I/O- a U, - UEOE DWAl ; V_lCVhAN1 � & "fi, � L_ - 13 - ,rLA` �_ � (SP: SCHEMP L im., i 41i'Pt,T.Tv Tl 419 i" , i , I E . � .C,0J5r_E_tFlLAbJ � F 9; . I r9ISTIVII, SVXWC011 I � XXI klar 5-Atrp � � �. - 5iic"IF F I I 6vx ImD - -/-... -,/,--, SI�ILF liTtr, , - I_l . # I 1� t � 11 % ,,� . - - 11 -. �, *Oc � %All , ,,W MpBUA,1_1�_L I IN=-FaR f. �1`4 , 1`4 .. � \ I . \---/ _�], k_w, Will All 1, ,, IW_- 3 1 _59:Liie;!� A I � :� . � " 4100 PLct o"Aiioli I AT IRA" � . � TOP a 60111l M&LA[Ill nr�h, ur_ P i i I HAD - ci:,mIMVE _ x1oll - , . I CNal N l apl, 'C' S_ili. .41 $ � . i CA.$E-1=2 : �' _____ je_ � _6_�,�d��;�, r ! - , -1 ,5E, =_L7.� Ell A "i" ' " -Pi, l. I _45TALLAT10F., - - - . " _n�. C-I - _____ - - ,ol- - " A - -�- --h - ! - -9 I " , . . SCx- �.,-_ � I (ij 1:2::--����wL�g�:�,.r-=v�::�p�—� cz,� : , F��,,F,� pc�sm :�qw ?, I ,_ - ... - I _AZM4�: - �,,_ 'E,i 1 !21 FiLePtRoA BUILDING CODE (HIgh Volol Huridecre ZeNie � � - �1=="_1T_11�1__xl;1. meA:AFTe: no ___!21 I , I , � _� 11= - --- K�l � 4P —, . � V.DN"ll Cmi:xy, . 1,rEr,.; - Ip,Ir - I NEWIPE". I �.OAP�_ - ., � - - I - � - - � P4F` M : i � 4,1167 - 1 = I I 1� -m M_ __ i 211 C - I 2 ACE GALVANiNI) SnE� ST0,01 PANTl I Ml - ALA U00tut-IX 1 * " T - - � ; * '"AR000l C. � - _ r - -- v, 1 -- - - ' -- ------ 4114-_ , A ,, I , � 1, .- --- � � _ -, , __ __ _�_ i - - - , , TO 3f -i - �__ � .0. �tuji` cIr � � - - �. I _�� � _S_ . .11 9 . L 1� 0 I 1311:11[84 PIPOTEcr,otri PRoutit-ors, "--.1 - I"' " T 1 __ S O. -- � �-Ar z- DFUTAIL FQ_R__5RASCULS__RlE-QU1RED A:T 'TOP OR - % � - ,!�, - - - �__4llir�nl �� -�! I . I '"� �'-fr�4-�-,��_----- I I 1-M �,l,. 5� ITill . l.W � , - Hg,)ll .4=�'4' 8070M TRKJA.�. :�D�,'ACENI-79--M(;r��c-�,(W�0!-, Go �S 11 r, I _1_;;A , � `-V'�-Ty.l �:L�� l�, " � er.l,�l� Ir_ , ,11�14 P44E7 ��AFITWI IIII ir� q -R"' 20-176 � ", , � �. ir ' - _"L =4 'Lp "I � - " ,--- "I R � 4 - - , !_,i��J/I�Illlipl I'll i'L �, R� � 1:1 ir, ��_ I , -- 1 ,,.. _ .- � � _a�r_1_`11`Z , - ar . l. " n�rl� .. . " * ]:__ 'I -7�' Oftimen !I,, _ _��L��.� -"-- . __ dc -1 -Al - __ .- - ____ -__ - - - I - . ... I __ __ 11`� A " P - Z L -1. � I—- , - . - ", , - - � __ _-f- � 1,l - .---- M_Qft1U_I3�,ALLA .... %,�-'_- �i_ � *kT_!0 _t(LOI.;ol�jZ � ZZ101_13EPQRA":I� Large missile Impai � - - e performed under SSTD I 2-DQ_ ,Rtandard as pet section 1609, -I 1 duildimgCode Uniform Static loads as per �_ecltion 1709�81j P' �_ 11 : TeStreports Pracared ITy AuTeric;,in Testipq , - Lab of South FoRcrid I ! ,., � I, ' I W�01, datimlr� 3,3.!11,i02, viltnossled by 1A�Tiarn R_ Manner, P.E-, E .; i-� iwk-iruz. ,-',F. anid i-lenry Hattem, P.E. and RerT - l',�b. 0219.01-09� defe _�_71! 1 : � '_ _199 signed ail &aaleic L.I, F, li� c i I Largaespada, P.'L � I I , - I, �ii P E. Large rriissill;,� irripav - - I . . � loadingA per Pro' = L I - �_,! _� --tion ,lFi��- - � � ,; Building Code, Tesl _: :, , . 1, _:, -_l7aeflnyL-; I ,, . i J "j, 'I� . - Report No. 1 1 23,01 , I Z'�(� �'�:' I � : I I:rJL 1---ignadafoi � - � � , 17:�. Gorlzate� RE. Tensile test reipurt �,,�, ' T 1 4-'l'C[Il� ��h prgical: I nc_ ll March �i 1- � l, I,l u�g, I - L . - isIgned and sealed- , F, anle C� I � - - .-- per ASTM E---V3 wd Tansile 'll ., � . I _ZI as - Par QC motallurgm, ;__'ad`dTT "II L I �-1318,datedEle,;',ornherl 2010sigel,ed arid seated by Jol ,: xAdnc, ,I cE I , ��, A S T r%,l EA � 2.3-MV.0-LIFALL EK-31RUR-IffC�1 �� l- T101M O n 2 4 G a ge G a I v a or, � z Eld Ste TA I 0 t o r r I i Fu ; I el III) ir � rl IR a v m inurth � I a nig th v s. if e �q 1 ,T�l wjnd load, as well a,'l rrinxinriorn �Imchor Spacing -,� eI �;,-- w,� 1, �� 1�ad and painel length based on ral _nd cf)rnp;;Irativ�e an,�3 , * I I - ; daf-iCe 011th i -- , section 1604 offill Florida Etuole,'Ilng codle. Cwi:,u__�il!!,S "rrl�l "l by -Tiltlico, I Inc., dated IV18110snd %,217N,31' ffor this ,evfMciAlL signed arki seemed by,evalte'll- _k Tillit Jr%, P.E� P , 3-IdISM11EIRRACT -RES-ISTANCe. Large missile IrnpactundurfieGtion -I�� TT , 2 f4 th=- Hovda Sui -- " . I lding Code, as plar SSTD 12-99 Slanitl&d and TAS "�()' � 4. W-1W WAQ-5, �� E$Jl t 24- Gage GaNar0Z:L:J �21til Slonli � I I , I 1 I ,,erifv.,d Io ,,;ustain volnd Presf,ures, 10axinil panel leng-th s, I iL� I !�:d oil sheets _'_ 9. iff I 1, T2 and 17 of 18 of Fr I. - � 4�'J I T' r, 1 - � �� I I !:).;, drawing No. 20-175. PlAaAlmurn Am,, or Sq , I 1 :11 � , : 11,1)1'� Lo-,f�Ants 5, el J(ll I 1, 13 tillrulti and IS of 16, of PrF I I r �= " :1 L' � . 1�� �_�il' (P E11), drawing No. 20-175, 24 (7lage Galvanized Sill Storm Panel has oearri verifled for code corriplial to wvk as a rjorq�Roriclls 1!A ftcric %J,q�fta o$ . .yr isarnoly!, a s, jocr SS TE) I 2-9 �,) ,Starid ard 0j,knIIIIIihor, L��:5,,In �'r 7*tjj"��,4� I � '1� 0-, I , '' - r At= 1 , -1.4 ,_-� � I, el %.� li .- �t_ - 7 � . - I � = � , I* �, , - ----. - - - .. I- �-, .. r . 44� - - % �' - � - , 4� �, '- . T - I. . r I " ,_ .1� . 1� I -, $, %, " I ' I ,,,, " �%.Ai�i� � I'I _� - � _ � ,,,,.,,O� I � ,Iw� , I _wl , fIWJUQ,'- - RKA L t= W_X 1113l X. 1'. N-0-2,141214a � - INSTALIATIOM '�-�lori shall be perdermed swrictly in -accordance wifil details indic-ated on I . �r_l L�, tll F�l 12 11"tru 18c,f 18� of Prucluct, Evaluation Document (P.E.D.),, -awing No, 20-175, Wimlirniurri eliparation to glass shall tie as �TT�Jljcursd on 7 .- �!, ,-- ,�� 13. 14, 1 5� 16 orld 1 8 Of I S. of P�odur,t Evali,ation Document � , - �iawrol No- 20-175. , �. M-`TERIAL CH,�,R-AQ.T,e".TjC-$..ANQ.$KC,tFIC�ATIONS� SPIAW be sillillAft in wicrcirdeox,e with General PJillit3s ariell CoIrpItmenis indicated or"i all -1 -no 2 rill 8, of Piroduct Evaluation Donurnew !P.E.D.), dravl No, 10-175� _11.nclio� spe6ficiaVuris �Ehad be as IrldleCted on sheet I of 1 8, of Product EVelluelivin Document (RE D.), draviring No. 20-17 5- 7 WMJTA_Ti0N_1i__�NQ ;�. _Q_0N1Qt11_QN1SDF It- � 4M_,, 'I Sha.�lbeQ,t��ic!'�y��,-ico�ii,p�iti,�i�.cew4�"�G�o-neralt4ote��No.'I!Bthru!4,1;idi-cated irn�IlEip-,.I,jl-'�RlilprL,O.JctEvatuabont)o-ct4mentiPED,�-IrawingNo.20-175 preparad tl� y TiRero, Inc. and Oynotic and staI by WallerA. Tidill, J� P.F� - 7-2. P(EIdac! shall not bi- iostalled within HIGH VELO11rY- HI -1 RRICANE ZONES as defiried oil slee�,,tll I 6202 of l Florida Buikling Dude, . 7 - nil rete I �a_ Produo-t shelf only be instl into poured concrete� - . c block, and wi:od frawe structurw� Product Evaluation Reportarepartel by'OValter A Tiflit, Jr.. RE, (Flotida Licerisll Ill 4411e7j, Firasicient of-Fitteco, Inc (Plains CA-0006719) � ", "er,' � ......... ��_"' -s - rP" " , , , , 1'� r� 11, Ili ,"*-, 4-,'��`�A ��* " L ".I I ILV ', I Z "I __ I �� i I �,!- �---_ _� - - - ; .--,'�E� 1 __ 1. __ _ ;� ��. U ` : 11, I �_ ��11��,_ 4, * 'Arp,T'Ll. . I I 111-�5 � I -1. - 111�1 � 1. ,)'�JIL_Lo�",14' r, .'o, F ]'�:,L -'e� ,Irhoi�!��L � E I'' , � ,-A nnrTlPP19f�1i:tS L��Jll , � i�1AI.11`1`JliF0STFvt 1�_ I�� - ' i , I 1��,f?4 _r ' I , _��727 0 -- '40RI_1jr` .�,�11 '11"41'��lr� 1 _11 I il, tz� �,��� , 11-1 ,i� lA "'y"ll�11'i'�11J" 11" �� ,li"I'l�,""011, 1/d� 21/'t, 3/4, 4/4, 5/51 7/5, i9l 2`k/10, �0!110. 4W/10. IF � PER, E,/�z 50f,"1101, fill C Tlll`,`�$ : . I �'L ,,,,, T,., ;,�,� �,C��L�: Q4 _11'" II & I . - _ 1-1111, N,41-.,�� _r.p cl�ll, I T - � 11 "I' I' - � l� w��L. � __crin�� �Ti �_�:� ,o I, i- 7 11 - --- - - I- - - ---- --- __ __ - — - __ --- __ � I) I A J In : - Ll.i,I ,:l I �'! - � - - L " - I I - __ - � � � � - . 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ENGINEERING EXPRICESSas PRUOUCT EVALUATIoN RF-PORT serlemban 15,2020 AigpfiLmkri lIfiC.Inlytv, YZM91 - R2 E-K Firpiecl Nurqeo� 20-31543 Product Manuladaver All AnNintcan Uborgets aW Gunts; MonufactirieF A -di 1640 Donna Flood West Paim Beach, Fl. 3W9 Pr��,i,i�,:�,���lll!:�111111�p:&DIRrRc�qpt��mi Z4�,;uaalvan�l,i�j,�l:�IE:jlie�9��'��,��r�TmP'aiiiek, Large MIssilit Ir4pacil Resistant Scope of Evaluation: ThIV PBBIvat EivehacColl ArqX:11111 a hc,�Ilrd�rsuiad l,ril,��r�l�(Ird,lnr.e��P�illl�l� the taquiFircangs 09In FXXIVata Ca,parte,ent intetnarasssand; klvafas�q[�,�kalf,eig��l,r�it��inii (F4,6dattollidoM CILEaravenn) RUISChaptar GiG20-3.01i A A C jor statewide ar,cettiance per Method 1(d) The product noted above has been hosged aridiot evishunclod as surnuIPOZed haram to show OtImpliance with Me F"a Building Ccr 1.4h Edition i2020) arad is, for the purpose intended, FIT least eclurvalent W Inat (equiroT In me cede R.-MOluanon of Me ionaduct shell be riaguilred folowing dominant Ftcwda Stakfing Code rrWicallons w ravvOons ,Subs fantfathi Data: . _PROL)KI EVALUABON DOCUMENTS Ex dravortf; #20-31643 Irthad 424ga Gatvnncrel Sleta sic"n starrIds J�VLBAZ & slart-HVHZ�% trn�,,% I -5 pXvXX �exf tril Eingideniaq E!XptCatX,!CLp,aX1 & Bealaitt OF FrIalk Gonriwatdo, III E ot an Incacpa: pact ofults , r,ryarXa0CWl Rico vlT . 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" �", _ ��, ,� XF, z "_ ,.I �� Ik��," -ITT-- - (5t=L�-IMLItLA-11 —1- - LrXT T�z ��Av-"Lil,.-% , 'L �V1111;_" _ Z�_' WqWw, �I - IT, uk, I' , �WNARPTR - E �1� ,_Z1 7 _� _w �! - �T� � M" --/dV,--- r--� ... � , 41, , rul"t 71"B"1110 cE'ITX' 'LAI IN �_ tv, ��_, , "' - - t, """ - I "I - 0i L., IT AnI4 (T -, � ,,� IRMFIv� 11__�'V " F;A1 r, =`LJ: . -:. , I. � , ...IPAFAA4kW.l.,x0�!I.W otE NG_Il1EKJEF.FflNG Page 2 (A' 2 Ali �TDLTTCAN Shdljv,T1 TRI C�Ijj%6 - __'4=(TMjt,aI1lZed SIXej,',;jvFnt Panvisk ND3.�' i,=easciinW-�,ab�eSIMstmt�,--n,�gOdOriLbvd.-z,griol'thibproo---- Felawason ftor, glaa-ugm "of (equired fal R�Aallagnns; Otiside, cif wmd zone 4 and FEwDualfaciWavit Impact Resistancei "W�l�e,lmpsc:�Rd�,i���15111:111hul��,�asbou�n���i���ilir,�l��,"O�a��41'stv�d��lR���!!�llill��i��,euiaos4li�2,�qdli!!IIIDII'apod�s).an,d���, P a,,cauncredfo� Ili the aIssnearingdesigo of9hapiadirct. , I Wind Load Resistarice TIME pffwlu,l has treen Vesqnsd to �Iastst wind Blads Da adiOPTud In the span Trrhadl�fajsj on Me � respoi,ol" Product Evalr000 0ocLirFiang dike enipinilactig dI44olingr Installaton TtvS prOdOD1 shah be Missfisd in 50ct corilpflanee With its retispiective Producl Evaluation DocurT."a 4 a unvia-&vning drawnigy no." with OR components (,Died thwan � Pr-duct,componerits, shall DR of lFati ITHPUPL.; SpecifIed tit ftt pLudixt's respe,clNe Product Evaluation OvOwnwn (Le Ongtrwining INCN111111Bp� LIMitationS & COrldtJOJU Of USe,� Ltse ---r mas prodw.t shall be 4, are ac,co-avancL .0 tia, Isa"Hislanaa Produ,t Evairahori Dot,unserd I'- e englants,Fring drawing) as tusted hereon All suppardfrg NoW SnudUreg sha0 Itait Lle$iBrWd to METI supurimpcXXXid WrK and shaill b0i 10 a MaTaillral kOediri,'��P,,�reo��ur�l's;f�rf,.L+GV�iq�l�,�!��ilai���s,�l�,c:hc,dLgle l�illl:!�ill��u,lw;�n:,turer,c�TRU�l�:!I,i�i�n�Fw�i[,�,rrt��qrci�7,q::i,I!,�!�C:�:�CLt�'L ac� �T`rd in This ptudurle paspeolve arobo[ ached um sh.4 he dolcion Bra for On a 910-%ped SIT bRate Uy 61 PrElOcurfod proras-�Nanaf engintria, Ail componentr which xv, perranneally instafiRd shall be protected against cotirusion- conlarninlanols and other Such damage at OR limes This prtAuct tin been Mmi,gned knuse Vittga" am Tidaido Via High X titaidti, Hurricane Zone XK [ATZ-1 Resptc-Wolh, r" , ,,, 10", ,�,Vi :_- % . -4 -. - _� _r-,m__—.-- - .�-,;� z---- ji� 1_�n�" — Frank Bennar,do. 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I 1 i ,tATE � 7DIK: n- OR I � � RELL'UMCD � I �CLBT�FETTT SL=0CK . _� I I T I WALL MQ T1n"lBPD WAW-KQUHM � i 5ECIQff__U_i ALREMAINK.JalA � i ICAL E J I , 31 &� 1 ' e�,,Il'IIAa,,_ � j "', , �k �, I r; r �;"" � �A , I _No''. "I", , ",;,I'd i 11* , Efl, _", .r _1�1 I � - I � 01� �_ .1.1 -, FLORIDA GulkbWC CODE IN— blzu�- W; 7- !LE-w Zo 1 - i ILI ML I __ �� . -7 � - . - j , , . - . 0, 4A I '. -_ ��_ _111_� 2a GAGE QALVAMZED STEEL 5TOaP, f-51- � I NSTALLA! Oi ARE ONLY VAIJ't) F1')P AIL-` -- V. D DESI-lul F* 5�,,,z.-_P�n- ,��,�f.[ __ - ,*� __ . �___._________. - I RE RAIING �1 40.0 iI , � _ D W- O* VAX � - - , .. - - , - — � tI � 1 ,:��l ,:�;--- - , " " - , _rA L fE CIO Itar I'll 421� ...... . j - . ,-,�_T�: �E=___T�_Vas=��., � I - - I __1 � � ,� GLOURAL PKIlICTION PRI)DlJit��'M, LLC . I 1, � , I L_-1 - �__ - - _J , � . I RAITEL LEWTH - - � � - r. IT 11r , , � , . ,'r ; '0�� - , W 14j- t � - ��tl � 2. FEF� NNEW WOOD FRAWE CGNSTRLPC�_- AVOID - , I 15 . It Sol , I I I �-,, �: �;_11& __ ,s� t� 17RATI.—H-W.4 Fftitw_ 3l,,,,,. ri ;i�,. , L, as, .11, - — ft �. . ,it - 7 7 Y, I �LAEXML�_ to BE SWTFFRa4' PINE No 2, ,,.,' SPEI'Ifl� 1 �4 - ,-S,*N - . - . , I I - _VT", L C, -� � ; ; - �� ! .,- �% .- lr�* I_ -- AP - I . - '. � _r`, III, I - I , . - - - �� �__., - i �� � - — -A v �)ENSITY Of 0 55, Ots EQUAl- i ,,oh;,,;.RSII&-_.-�1ARr/� " --i � - �i I � � - ,.,t,�F--.-,_",,� - - -:�, I I �E L....... -, _____.,_______ ______ -.--- . 1.111, - �-tLll 1 41 - ::,: � -It_ - " ,�r E I - — - - �, ALL AMERICAN SHUTrERS AND GLASS I 1 4�, , � � VH�l ,�� W1DTt,,,jAruK77�D F-0FRP. 11�,PAOKSPANO_ Me I4KAIrdTtCCN1V1 , ,- �;PT Tn�I XS RM'0) L \ __ - - SE I'M, , A, i CITTC14,41. Ya'-XI iTITICIT ",,�- SOLTSWIrli WASICAE:� T - - I VaWAINU 78 FptrtpvM� S I I W-MAPS If MR 1OFAN qrO` ,,il:1 - I "I APPROMAlt- SFA_N TARLIT) � �� 1,�l "t I A� �LI � I I ',E ,, , � g t�, _q I 1 I " ____ 11 'ArOvi �'IIX ! _ _r ------- I � __v 9 ,. _ ( A� f, � , E _ 68 ;f:5 � 1 9 - � 1 � N - i i , i - . i . . I a _�'. 1, - � I . - : I . It-, 11=!:�� "T - __1 I . I ,I "f I I FC9TTXW. V Wall �' , � r" ,rll_� . �QDNN`IIEAS-� " i REQ�S) ". .43 _' I r4AYBEA7��_-' "�75 '� EL d"',", ir A TYPICAL VERTICIAL MOUNT ELEVATION kA I I N I f ELEVATION _ TOP Mcu.W Lnaa (COM&I T1 P'E� Ispor; AKOK PxG:m15 \ I I i i � I __ i � I — -Oer,TRKT`(-'fty ""' I'll It - I . 9 I � � "�, - � � . R 1 i E X, �3 - i � . . . 1 1 . �_ ,`, g I I a 1 2 H i I I . . - I N I 2 . - I z.- �� I W 1.1 E . __ ___10SXrRurTr3T; Q 3 i i A. ...... - ____LLOCATTONMAvVAT�� I i .1 I I r i� i .. �, L z � I . � , ,I i , ?_ 1 1 1 � . T'L, P MOUNT ' I OOPINWFIE i i - i � � I l cc �, - . z i I I 1 " I I I ;, I i i i � - 11 - i , LrIax MTMM i4crim qCOIliM_/ ", l�ipAlf ft"AJW - ITT PE A 5 P FO`O) ` ',aa7T4CjTl,0Ro I��E-L:I"�TA73FF07-EC—AS"P-IQUI—REt�, t,,�i1ICNXL.W11S71TCH FIROVI DED THAT `M-1114ECTIOM A - EUXTS atll)�WASPATXED AW-HCR;APXL;S�_ilom-::14-,.IATISFf IWIMS NUTS FAUSfoll 0 E - On. tWEPLAR5 -3 F11-0-5PA 5ETARS AEICVF & t9l OW 081,11ttir-T! N [US1, APPROPRATE-WMITABLE'l VERTICAL Mii.-)�JNT ELEVATTON 1`2_'M`i (NOTCHED PAIJELS) - 1 \� �, N7�SL E1RqKTrZ1? I - ALLOWABLE PANEL SPAN & GLASS SEPARATION S('"'HEDULE* __ Z-� 1'PrI13P., Illic-I � - __ __ - � �� NIMIEMA � 7�FAM �i � AkAyl-jN A _M ULA, I , IV, LT� WE- 1:�f , X, I �i rlfi� 3�F:�. " - �Alv,r_,A , f I �F, I, I,; "I � - ---I i INI 111�:!j A�,I,W, [F-,, qVALATCtVT, XJACr I A II.1,F �MAPX IIIAN Mt A�XtI�l ,011,1-1: I I I I- - - . I- - __ __ - - � 1:1 4 IV, - _- - - 'i i� � ft � - - - 7 i -_ _110 - � - � - - - I of. , ______ - .. - 1 �7, �ff. - . - - . :f4 � 11�d I 6.06 " I, " - ,( "C' ,101111 (TC6", '. I � �7, I � ,,, " t, ot, 6m � X, O�F'. - C 1', 41 t � . I I fi,: 93 �� I � Ra'., � , , "I . - ., '' L - - sa - 9 - . - I C I I ,,,, - .. � - � __ - I it. - " 1 - � j� �_ - - �,, � I -, J7 � . __ T� __ - __ ____ - ____ - ___ �1�10` ;!: I lk, , iPAN SCHEDULE NOTES: �'L; � I �t�IFQS�114r,sc��f---�zs�ltitl,6�EGAI �7 Oz�:-51 � O&O �. Pahs, FAF;1C11kP ��_Ild%��13 �� _T�RWFIF , MAI lar,ji" ALI JvI.1t`_E _OTWI PJAWi � - -An S&IEOWE SA�'CPPTASLE VOW UIE VVITIT, tg E WADS F ES-Z 7ITLJ4 OF EQD.� x_- � , -, �W_Tvp Dislolv LOAE., I 'Akht�'A5-,L-N,--�.-�,�,F�,'11,11��5,,,J�ED[ti -��PiC��INWI-�Htf�,.F��L[J'4T�irtl�7EX�V5!0-46 - -- -co STUC)EE '. A&GL' rr 1 41A� � - r - - �A,;FL FAIZEl4M �Ir�- TA"! -,A-_�F5 FD � , TT �IKZI 01 IT _ - , 04, 4ELVER6 [�CLVDING 6, 7 i I - ! ION ) �;E.EAfI91tIITfRkrkATV7'% rMETVIEES ,UATA 1� _f V�]E hEY L HIGI-PEC I OAD _LEIT.UE, 101111EXI01I ___� GLASS SEPARATION NOTM -- I -1 TEI S;A� SIT . EDUL I � I --� r,T_,� � I -SAGN , ,,,r,A -- I 0 SET EF 1,1 TN E I . -�LrL�V, B�E�EP'ARATEC,NfRO�-�C?PE!4!NGT��ErPPOT-tC7f.0 _ 1 1 -_C_�EDI,Jtr T5 MEqWPEt, FOR LEE v,TC� POSITIVE LL>DS GIALY . B ��.$',�'�l'Llrlll�IP4,TWEE'-,Lf,llll�L�S�qll�Ft:E�-'-- OT�,rRVVI�;FL�4;F,NE:�r'�115-fP�I I It, l I ""'UP Pat I N 1_,V`KE,5 OUISHIE Of T111L IT 01-7 WhIlItt OUTSIDE � LSSLAVAL i FACIT-17A.S1111N, AE70L j,XVZ-,nf5 I 7HXI�F� 2 TIB _;LAII� SFFT�TEAWN I E �` no ,IF `1�1 BE "Ba` Si�p"'A' I,_�, ra�� "� , . — 11t. I. I Ell I _____ - Aqr, FIAS1,20ftak0l IF -1, �� � -- 4&n- , -, - w - ___ - _� __ � - � T.1 MAXIMUM ALLOIN��L,IBLE I- I �,,,4r .1,11II,0, __-L_1 � DESTGN PRESSUIEFS : � , r 11 .. I ... I 1,M r, � - C�� �� � ��: I : ,101141X� VT ��!` , A � 5 W-I_T� lN DE9 - i ' DESIGN NOTES: [ ,,�EDLJLES - I � I c, N - �� ��,��11)�--Lj�C)NWATIVEDESaNW.FSSURE'�CALCULA:rE[, ,I ; x �,L; I 0 � - �'N_,�l �4�1,,S S U-1, ffff [E�TEFMIWD PEFi RIO � F F 0 IN Aq=�� INCE VVTT,n 11+1_ S IA 1: a �t,NIOSTCM I I '_ _O I - r jj� " AS - � H, I �j �,,r �Z"J,,,,�It-,,I, ..MIF , ��,�,�l", t ::� 'J�,��L�� �f 1Z [UPM � ALM CHAPPER ,,, X� i ,,, I I 19, t. I . L,`C c ,), C�i' rLOZDA Bvd,01PPE,CEr,� SHALL ICE LOCS, 114AN ' I 0 T HE POSETWE OR NECA TTJ E Lt FaLGN 6 .., t,r 15 kj I I I rl,22VALr r� , __,EXE-CAPAaT. VALUES 0STED HEAFJN FOPLAKI I: A941EMBLY A& IMOV�ft i� N1 , k 1< a - 0 1 E R I ? �� on GENERAL NOTESZ; - - . . - . . : TL,d-�K�l�I'l���l'�ITC�N�;o�ffMDFOr,RB)�NLW,-LLDEF,A��rK,I T, 161F X, � " F ji � ,a ;�'L , - , MD �� .. ;�i -, I. allan, on ,�,"�!:�,,,����,�,,�,.�:7,�,111��� IITI.'.'� TXEfI,QR1D,10WW1A0W �'FJ"",`TXZ,L r, �. 1114D OUTSIDE � i HE HBJK� AM M. �, ;� M , � 0 rpal CUT � Oall fiaD!LB3 TEST PRIDDUCOLS'P CUNTRACTOR SHALL I WESTIGA7FE AND ICOBFUR IN 7 0 ALL coraL RUILDitue WDE ANEMOMENITS Animal Bar � Lft APPLY D��3TCNCRITEItIARETORCASSTATMMEPMflr--�VfRZ!C,UMC ADU,'rlL�V.AL&fM-SPE,C[Rr.�-ti.�Eilr�W�,. oi 2 WOIIAIT3.IWPR��v =,WAILS ITRISS.-AS .9-A OSSO IN THE DEU 0. -INISSYSTEK :5 ;. 11151ATIMI- FIE" i FQFRWORDFOPTNE�_1ij1sLT BUT Rr OR S M. DOTI] I' IN I MS DESICUI IS USED SHMA. BE RESEW' .5151.11 WX VT 0 �il ED 0, , THE WTEGRIty OF ALL E WITE'n-II tit, SIURRACIS __ FH B; Dim Erin WK[Cl�. WCOOkMNA a Z, SHALL RED Sy THE PEN MITONG C01471aX VOR. 'I ScPAII SM- a roZIP1f'!Y,FML- � E MILS" off Un G !R,IALL U Pal OXF.Ko W ORCER TO FROM SPAUS 00trn, lo z L' 11 DE`401 LOADS, nPLeC1101M HERY eONTACT THIS, ENaILIESA vCA PLIEWITA E &RAN CALCULATIORS AT- A "at ;; . .1NA ' Fe "MF Van OEIIAI III 5 laff 7 I.M 1,,�n- tS �E�EW.ANUO DCAS NOT P TIME �_ �2 i 9 e INFIDIRNATIUN FOR A SPFUF17 SI_ MR SITE CONDITIONS UCFFERfff41 MON THE WNDM,QMIa QtWl"P MPLIN, A LTC9NSBP trMifilDit OR AESISTM5-2 LIJ � Is - [7 � �; R 13 c' I kW_F=TSH.Ya VRPPA�Rg SITE SPECIFIC DOCUMENTS -,YR rise IN DOM11.41010- VCTN 7KIS 1201-UPCIEW - 61 :3 1. 6 121 k . I I X� DA5k-31 Part-5SURFA NOTED ftEillit AKE M-tt- � ,-� .%F"UN IJ PI TtSTE� = 8. ; � 5 "IRWILRESDIVCHID VV A 3.5 5�_RVSTY P113DR, ? . 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TmoD�ITP.AITQKM§tf-----"r�TW-ETQIMkh.K.QR?f4� L ALL HeRM�-�-WIMr)IS&lf4tM�AILE�;��TOPRFVt�NTEUC.'f4-C�,YM 1 I -Pill 501 % - � 5 I t4. RIGINFER SEAL AFFIXEDHERE TOVALIDATES FTAj�TTJRAt D-_;B3-?4A, 5llOtl I.i5EQFP-IL�'5;'F;CTF,TC44T�ON5V,7.nM,TPA,.T,:)M,tL 4L I I 10 VIDEtWPITS& DAVESHARPILL aca [TIGINIERL PTIR fiJ_I_ Coal A 004111GIF2 I 'j� t� !,� n�t � j InCLUDI He LIOLAL le F�t 8 APPEA iATE PC VES A E&U LT3,kc O&W EA 11 ERTAL - - � - -_ , 1, 11 FABAW,kIlplri 9WFTQ" ERECTIONr TL CON5TROMM vkO_11rEe EV(04D T`A� WHOICII js-W lalkaych,��ATF, &Ff--MAL MDESS FRO. s I -.16CP �,_ i -, illp - OF THIS PLAIN OMATTUI IS _�E;`T AS EXPRESSLY P"bYVIDED �, mam, me �"DrT:=AL � ! � i 11 � P 'IFTFOICAT 'ME OF AFFIRIPATIOMIE IFf IUTelu)� ADDTTIS45 ns I,IAF�X= -11A 1i L I , 5 it - "I �L�_rOIUT �PP ��C,J�- APE NCtTMF�.DANOMY�WTTEIV. _er1TbI`11Zbs 17. Nklsts!NALL BE PER MTTN Wr,T TABBLEDI WT�H A 141�� MUM CIIF � I I LAS FL � 2, Xcj,�Ita��_ FE? 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LU W21"i"'i""R 2E < M.i. ,z z < _j In . — SHEET NO, SH 1,5 .......... 111 1111 11 1 M NMI IN FOLD UP WEATHER 'k- 44 RESISTIVE BARRIER & &EATHER RESISTIVE A WINDOW UNIT TEMPORARILY SECURE BARRIER FLASHING REQUIREIMIENTS DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE ti 0.3 in : 12.0 in R703.1 Genera!, Exterlorvvalls shall provide the building with a weather- resistant exterior wall envelope, The exterior wall envelope shall BARRIER 0 > r- WOOD FRAME CONSTR . . . . . . . . . . . (1) TAPE EXTERIOR SELF -ADHERED FLASH1',J 3/4--1- BEAD OF CONSTR (0.6 cm : 30.5 cm) include flashing as desc�ibed in Section R703 4, SHEATHING ADHESIVE TO BE APPLIED UNDER CL BY LAPPING DOWN ---- SELF -ADHERED FLASHING 0 OVER RIM JOIST AND U� THRESHOLD OF DOOR AND C�L &_ (3) WALL BY 6 IN. RETURN UP JAMB 6 USE LIQUID R703.1.1 Water resistance- The exterior wall envelope snall be designed arid constructed in a manner that prevents the accumulation ofwater NAIL BRAND OR EUUAL WEATHER EXTERIOR within the wall assembly by providing a watei--resistant barrier, behind the exterior cladd ng as required by Section R703,2 and a means of (D PROOF CAULKING CEMT_ FIN. WEATHER -SELF-ADMERED FLASHING BUILDING PAPER co FIESISITIVE ja BARRIER W 0 SEAL TOPS Of j1QI5TS- - I-,' IRE LATH R703.2 Water -resistive :larner- One layer of No, 15 asphalt felt, free from holes arid breaKs, complying with ASTM 0226 for Type 111 flelt or Other UNDER DECKING 0 S .UBFLOOR approved wate�r-resistive barrier shall be applied o,ver studs or, sheathing of a�l exterforwaVs No. '15 asphalt feit shall be applied hoftontally, C: (SEE DETAJL WP07 C .0 LL - SELF -ADHERED FLASHING with the upper �ayer lapped over, tl'ia� lower layer hot �e�srs than 2 inct)es. Where joints occur, felt shal; be lapped not lessthan 6 �nches,, Other - Co 0 03 Tstruc ons. e o I approve ma enals s,a e ins a e ir) accor, ance wi e via er-resis ive arrier manu a - urer s ins -a a ion in asp a HEAD FLASHING TIE-IN INSTRUXTIONS- felt or other approved ,vater-resistive barner rriatenal shall be continuouz. to the top of walls and terminated at penetrations and building 70 E 0- 1. Cut, fold up & temporarily secure weather RIM JOIS T (D %_ appendages in a manrii�]r to a'i:eF:�t the requk"ements Of the ext(erir,),r wall envelope as alescribed In Scx.fion R703.1. -0--a resistive barrier above header to allow for Cn Co OL CU THESE DETAI LSARE GENERI C AND flashing installation MEANT TO SHOW GENERAL FLASHING 11-- W 2. Setf-adhered flashing plus head flashing under R703.7.3 barriers shaii bta installed as required in Section R703.2 and, where applied over vvood-based weather resistive barrier AND WATERPROOFING METHODS TO sheathing, shal� Jnclude a vapor-pe�meawe barrier wtth a perforrnance at �east equivalentto two, layers of Grade D_ paper, The 3. Fold weather resistive barrier back over head , P21 BE USED, 2 individual layers shad t�ie histalk::�:l hidependently SUCh that each layer provides a sepwate continuous plane and any flash:0g (installed �n flashing and seal with tape accordance witrh Section R703.4) intended to diain to the water-resIstive barrier is directed between the'--yers SELF -ADHERED FLASHING Scale� NTS SE.LF-ADHERED FLASHING SELF -ADHERED FLASHING row& A*% FLANGED WINDOW 1. 306 FLASHIN:r INSTALLATION AFTER WEATHER RESISTIVE BARRIER WPO I EXTERIOR DOORWITH DECK - SECTION A WP02 CEIVIT. FINISH SILLj'POTSHELF)'CHIMNE'Y'SHOULD�ER W I- Exception: lihe v�iaier-resisbol,ee barr�er that is applied over %yood-based sheathing has a v�ieter resistance equal to or greater than that of 60-minute Grade D papef and is Separated from the stucco by an intervening. L4 substant.,a'hy rlon-,vvater�absorb-nu layer or designed dra!nage space, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT FXTEMOR SHEATHO* RUSBERiZED EXTEIrIOR SHEATHING . ...... . . 14"-l" BEAD OF CC148141. 7 INSTALLSELF-ADHERED NEEDED IN! CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE A RPUED UNDER FLAS-41NG JAMB THROUGH SELF -ADHERED R703.4 Flashing, 'pprrajed meta� flashirg C FLASHING = , I vinyl flashing self -adhered membranes an 5 rnechan�cally attached flexible flashing shall be applie PLASTER THRESHOLD OF DCOR AND RETURN FLASHING. SEE T�-SELF-ADHERED FLASHING shingle -fashion or in a-ccordance wah the manufaCtLffeF'S InStrUctions Metal flashing shall be corrosion resistant- Fluid-a-pplied membranes UP JAMB 6'� LISH: LYWID NAIL BRAND FLANGED WINDM -t OREQUALVVEATHI-R PROOF CAL.R.KING ($EF. OETAR� VVPOI� instructions. All flashing qiall be applied .9 a rnanner to prevent the CMU - MASONRY BLOCK ING 12 MIL DRYLOK used as flashing sf-sall be applied in accordance with the manufac 318" CEMENT EXTREME REFER TO TECHNICAi LETTER ON CHEWCAL SCORED entry of water into the vv'all ca,6ty or penetratbn of water to the building structural frarrik"ig components. WINDOW RELEASE PAPER COMPATIBILITY s used as flash i rig s hall corn ply Aith AAMA 7 11 All exteri:)r fenestration produ c'-_ sh a 11 be- sea led at the ju nctu re with Self -adhered membrane FASTENER I: - SELF -ADHERED FLASHING - `V, 1) SEALANT AT A- SELF R ED FLASHING%, RELEASE PAPER TO EXPOSE 4) SEALANT JOINT WINDOW BUCK TO EXTEND A A01INP,104 6' AOHMVE AS Sff.CVJN) contracti i, ASTNA"1281, AAIMA 8 l2T or other p1prov -d stand ird as ll)pl"Opriato:',,� for the type of sealant, Fluid -applied rnembranf,�s used as OUT SIDE EDGE OF MASONRY VERVICALLY FROM -tend to the surface of the exterior wall finish. Approved flashings WINDOW BUCK BOTTOM Of flashing in exte�ior walls shall Comply with AAMA 714. The fiasNng shall e� 2) SEALANT JOINT THRESHOLD shall be installed at 'he following locations: 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME ACROSS WINDOW BUCK WINDOWSUCK SECT I ON -A (SEE DE WP02) I'0' 1. 1I.Extenor window and door openings. FlasNng at exterior window and door openings shall extend to the surface of the exterior wall ANDEXTENDTO WINDOW FRAME ATTACKED MASONRY SELF -ADHERED FLASSNING finish or to, he watel-resistive barrier coomplying with Sect on 703-2 for subsequent dra nage, Mechanically attached flexible flashings REQUIREMENT$ 2 shall COMply WIth AAMA 712, Rashing at extenor window and door openings shall be installed in accordance with one or more of the BEAD BRIDGING PER CODE 0 fbllowirlg� 16) TOOLED SEALANT CLADDING AJ14D WINDOW FRAME 5 1.1 "'Itie fenestration manufacturer's installation and flashing instructions, or, for appkcanons not addresseO in the fenestration SELF -ADHERED FLA, 3HM 3) SEAUANTWINDM�OCW FRAME T NAIUNG FLANGE manuffactul-er's instructions, in accordancevvdh the I'lashing manufacturer's instructicns. Where flashing instructions ordetails are WINDOW BUCK ALL THE WAY 10 4j , s ih AROUND, INCLUDING SILL. ncit providelzl, pan flas�-�inq .1-lell l.-.�e In5falled at the si� of,exterior 11�1,w6ndo�v and door openintgn,_ Pari flashing s� all be -,�,ealed or 00 NOT FLASH OVER �2) SEAL T�OPS DFJ �XSTS (6' sl'oped In such a manner as to direct �,vater to the surface of the exterior wall finish or to the wate� resistive barrier for subsequent BOTTOM NAILING UNDERDECKINC drainage. Openings using pan flashing shall ;ncc)rporat-- flashing or protection at the head and sides - FLANGE (SEE DETAIL WP 17) 7 !1 - ------ 1,2 1.2. In a(,",cordance wlth, the flashing, ck-mgn or:rnethod of a registered design prolressionalT. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.3 1.3, In accordance with other, approved rnethods. i- - HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 1.4 In accordance with FrvlAiAAMA I 00� FMA/ AAMA 200, FMA/VVDMIA _2250, FMAIAAM.A.' WOMA 300 or FMA.--AAPAjkAA1DMA 400. FENESTRATION INSTALLATION AND INTERFACE WP04 WP051 WP06 2.2.At tht'-'A 4)tersec0on of cl0rnneys or r)ther rnasonry constru0on vvfth frame Of StLK.DO walls, with projecting lips on both sides under -stucco copings Ground 3.3.Under and at the ends of masonr-y, wood or tretal coptnas and Sills 4.4.Corifinun-Ausl�', above all projectingwrood trirn SHEATHING a�Vajj or ill, 5-5.Where exterlor porches, deckrsz or stairs attach to Dor asser'nbl y Of wood -frame construction- T: 6.6.At wall nndl roof intorsoctions- Water Resistant Barrier 7.7.At bu,,Itt-in guite JAM,B,SILLAND HEADDElAtL Lath APPROVED SHEATHING SELF-ADHERtEDFLASHING APPROVED HOUSEWRAP PATCH Sheathinq THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL 314" CEMENT PIASTE ETHODS"m BE USED, STRUCTALATH TW�N TRACK Z5 Stucco JT FLASHING AND WATERPROOFING Mt 12 MIL (min) DRYLOK EXTREME A IP 4 APPROVED FLASHING TAPE '�\"D BLE 3 2 .. " 6� P q �4' 4- "V" SEALANT SOC -1 JOiST �,'KET SIDI r 7/8" Cefnerlf Plas F11 TOOLED APPROVED SEALANT'---./ SINGLE X JUL 2 1 2023 i WOOD BEAM Foundahop Wall', acrcold'arrce wlth 718" Cernent 1`31aster JOIST BELOW -SELF-ADHERED FLA-SHING S a - A' S TM in accoi CI qce wit SELF-ADHEREL FLASHING 4_ 4 AS'INI�C,92 j n a ro, I da r i ce lathe Felt back rri J �'rsetf Fi�ft ba�' k(?,, 11: MIN ed I P- S"MG lathe in acc) SELF -ADHERED voth k I "o6i, SELF -ADHERED Assist, Inc -iASTNI K I FLASHING .4 1,� � � �j wit) z' t eved FLASHING 6 t9d and appir L; AV camp plans (5) o Fec 7th ? N L th 292 62 B! fildiglif oafwflce Will by Debra A"In S 111 eatt i n 9 o 7f1r)" O�&B. SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING > FOUNDATION WEEP SCREED OU-TSIDECORNER EXTRUDED SHOULDER DECK JOIST WP07 WPO W P 0 9 �Z Vv e e S C r e ad lnstallpd k,�� Pei' rl 2x FRAMEWALL----- Manufart Spec-:s. r LAS* 2ING E L F-AD"' H E R E D STRIP OF SAF aintain LEGEND -Stampe-de or simila SELF ADHERED F PRODUCTS DETAILS TILE FINISH ------ LASHING (SAP) Bottom of CCuk botton 'ATHER RESIZ)TAI'47 ORAINAGA=_ PLANE WRB DRAINAGE PLANE DP) WE Weep ScreExJ ioint only JER (Wr BARRE �B) 1 1/2" to 2" (n BOND BREAK WEATHER RESISTANT BARRIER Weep 1,133creed WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO BOND BREAK WRB 1/2" DUROCK > SELF FURRING (SF) LATH Above Poof (10 PLASTER ACCESSORY �nstalled As Pei, Shewhing PER THE FBC RESIDENTIAL 7TH EDITION (2020) SHFATHING,'0S8`_ PLYWOOD, DENSG[ASS _4 SF LATH CU T-4" PER PLAN L Detail Instructions WRAP DP WRB ON TO V-0" PER PLAN 112" Cementitious Mom J* THE VERTICAL C) Refer to the number marked as in each detail that corresponds to the SURFACE TO TOP OF Cement Flja'�10� Deco;ahvp Rn�sh nunrit)ered items In the list of Instructions Wow: R.ANGE AS A14 AIR in accordance 0. BARRIIR with ASTI1,11C,926 All inside and CL A SLOPE 'FLANGE over wood 2nd 1 7 - 40_� -V2'lNCt will I need Ill') be irker -adhered flashing in order as shown by numbers 3 H outside cot Fier 1. Install Self hedding 80 CMU floor 2. Install flashing and weather resistive barrier to form water s CMU U I a n(J C a U ked a I laps 4"OR 8" wg butt joints need to 1 TLIRAL FRAMING Ing paper (PER SEAT DEPTH) z - STRUCR 3. Self -adhered flashing can be substituted for build' z =3 beca u I ked using V 0 4. Split the release paper using the ripcord (Split release on demand, Starnpr"xle or oilIn' FILL WITH GROUT I STRUC'PURAL SHEATIAIINrA embedded in the adhesive layer) - for ease of installationand to .1 Ill$ GAP IS A RESULT Of % caulk foi all 0 _,�-STRIPOFSAF W PLASTER STOP minimize scoring cuts NATURAL SHRINKAGE -S, - - a- I ' - �v 1- 1 V) DO NOT SEAL. 5. Remove all release paper per standard installation -instructions and : � 'd * Q. V) -DRAINAGE PLANE WRO CONTINUOU'S BACK adhere to substrate using a square piece of flashing material (6" x 6" LU hu'lul, DRIP F;(.",,REED PLASTC R LU Lu _,-B0ND BREAK WRB Minimum) SLOPED MUD BED & Fold as shown by arrows SF LATH W W 7. Angle of comer may vary, adjust folding of the flashing accordingly to 0� 0 4 fit tight to cornet VINYL SHOWER, PAN Note: 8. Mechanically fasten as necessary M The building paper and metal lath rnust he 1 LU SLOPE �4 nstalled over the top of the we!ep screed. _%_'PLAS TERSTOP Ovel b ock z 44 CONTINUOUS BACKER ROD & SEALANT z A -CEMENTFHOUS FINISH J < . ..... SHEETNO. WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER WP1 1 WWV P 10 'i(,A tq(�T 1"0 SCALE W WF8 0), 1 UO4 L TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP)— WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED -- WEEP SCREED CONT SELF ADHERED FLASHING TURN 3" UP WALL 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 3++= 1 +-01+ 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' CLO STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN mmEd 9 z 00 HEAD WALL f. a_� 11%\m STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP TAPE EDGE OF RAKE WALL FLASHING SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED---.: RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS STANDING SEAM METAL \ ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL FLASHING REQUIREMENTS i R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A N WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. 0 > O U WALL FLASHING O LO +� R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED s- FIBER CEMENT SIDING N FIBER CEMENT SIDING AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O Q O' PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE _� ca I PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO -'--' O WALL SHEATHING PER PLAN � V +� to � WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. c6 cz SHINGLE WATER SHINGLE WATER oo RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO. ASPHALT FELT, FREE FROM N RESISTIVE BARRIER OVER FLASHING HCLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q O OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O u- TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE CQ O ''-' `a-- cz FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .U) -0 E O OO STARTER STRIP - 00 CO JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED to (2)L Q CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE cWz !cz C5_ FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. z SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE 00 STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A z TURN UP WALL MIN 8" UNDERLAYMENT z PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN PER PLAN TURN UP WALL MIN 8" 00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING PER PLAN `' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 6 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 6 6" 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 HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE - ROOF TO WALL - SHINGLE TO SIDING W P 13 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 12 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 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT, FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: CO STARTER STRIP 00 STARTER STRIP EO 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING RAKE WALL STEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE EXTEND MIN 8" BEYOND FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING HEAD WALL TRIM FLASHING UNDERLAYMENT TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT 67 CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER FLASHING TURN 3" UP WALL— MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD f CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION _ Z' CLOSURE — INSTRUCTIONS 001.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A STANDING SEAM METAL a0 REGISTERED DESIGN PROFESSIONAL. Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH JUL 2 1 20 ROOF UNDERLAYMENT TO PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. TURN UP WALL MIN 8" 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. CONT SELF ADHERED 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH T FLASHING TURN 3" UP WALL WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION Virtual Review Assist Inc. 6.6 AT WALL AND ROOF INTERSECTIONS. plans Review completed an I approved RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. for compliance b with the 2020 C 7th Edition t, ROOF TO WALL - STANDING SEAM ROOF TO SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOVAbENERAL Lahr 2300 WP 14 3++_ 1 +_0++ WP 15 FLASHING AND WATERPROOFING METHODS TO BE USED. U cu c cz 0 0 O L U) +� W SHEET NO. WR 2.0 A STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED-----_._._ WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING ---- COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN------, 3"=1'-0" 3"=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 SCRE 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 COUNTERFLASHING 00 PAN FLASHING 6" MIN---__�\ ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS--- 7�'' 2X NAILER SECURELY FASTENED TO DECK — ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL ROOF PER SPECS NYMENT :;LE OVER 3E iEATHING N 3E FASCIA HERED WRB TO OVER WRB ON :LOW 1M BRAKE METAL WRAP �CKER ROD SLANT 'T MOULDING `F BRAKE METAL ON FRAME - 7/8" >AND FINISH STUCCO FURRING LATH ON 2- OF WATER RESISTIVE COMPLYING WITH 556, TYPE 1 (TYP) IEATHING PER PLAN RAKE WALL FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER SHINGLE WATER RESISTIVE BARRIER OVER FLASHING - STARTER HOLD 1/4" AIR GAP BETWEEN SIDING 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 MEW@ HEAD WALL WALL SHEATHING PER P FIBER CEMENT SIDING PER ELEVATIONS SHINGLE WATER RESISTIVE BARRIER OVER FLASHING - STARTER STRIP HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKI COUNTER FLASHING ---- PAN FLASHING 6" MIN - ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6' CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TJLE ROOF PER SPEC: 2X NAILER SECURELY FASTENED TO DECK - ROOF SHEATHING PER PLAN SHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT 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 INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE 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. o 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 BUIL ING STRUCTURAL FRAMING COMPONENTS. W % SELF -ADHERED DMEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Virtual Review Assist, Ind d Plans Review completed and ap for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N -� ) c U 0_ C�L O O i .� U O 0- (D -� U' O O O CL -� O ?� 0 CIO LO O .� cn CD W �' C O Q � IF— CQ -0 4— . E_ Cl) Q z W J yi HEET NO. WP 2.1