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HomeMy WebLinkAbout6461 Back Forty LpABBREVIATIONS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BILK -BLOCK BLDG - BUILDING BIRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FIR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING IRS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQiN -SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V - VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I �A = STAIR CALL OUT HEIGHT OF STEP DOWN C = FOOTING CALL OUT - SEE FOOTING STEP DOWN SCHEDULE CALLOUT O= KEYNOTE CALL OUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 CD = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1; ELEV NUMBER LG-2 = LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 --ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER A13E----SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 All SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD AA. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L N NARISM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2382 ADS VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 CLIENT CHANGES 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED 3.0 MASTER CHANGE UPDATE 4.0 PERMIT COMMENT REVISION 5.0 TRUSS CONNECTOR REVISION 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 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 INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 STAND 2ND FLOOR PLAN A3 STAIR DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1ST & 2ND FLOOR ELECTRICAL PLANS A7 INTERIOR ELEVATIONS SNO STRUCTURALNOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL PA 1.4 PRODUCT APPROVAL PA 1.5 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS WP 2.0 WATERPROOFING DETAILS WP 2.1 WATERPROOFING DETAILS J U L 2 1 2023 VR/\ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. N N N O O O N N N N 4 4 CN � N N O o O O CV M� LO O -� V� O L >✓ 00 M Lr) LU Z .. v g OoCL �-Co zCS UJU-) � LAST PLOT DATE May. 9, 23 CLO D LO 4 z 1�_j 0 COVER SHEET J y ,AUG.,1 2023 M _ N COV w - LO LO O 00 Ln z w O 0 w 0 z L/) O LO F W L •= � N u N N V -0�� 00 t U 0 } O U_ O 0 -t .N U� U LU QN C W L 0O E c.a 00 0LLI Uj W 0LLJ � LLJ W~¢ J Y z W Z LL Q D z,��_z�� �¢¢ Q O cn 0x§ O Z O 2 0 0 m Z zLU U U O0 Z ��QLU CL o0�gzWz00LU°o¢ lL 00W 0 ? QQQ ¢ U_ ¢ 0 11 O O Z LU O 0F_ ccMO Q � M � � U)LL r� F- cM z <� a' � 00 z 3: Z U LLl LU O mi 11, O z LULU_ D O W z z z a Q z z w -1C" N O OU ,T 6- I. 11.�II I.:i ell. ._. :i1 :, t,li u. S:Y I;iidh�W .. _-: _1" ': 1_L 1 PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE 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. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2--0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS �= WINDOW OPENING ABOVE O KEYNOTE LEGEND KEYNOTE ANNOTATION 1/2" DP X 9-1/2" WIDE RECESS 2O 1-1/2" DP X 8" WIDE RECESS 30 1-1/2" DP X 13" WIDE RECESS �4 ICE MAKER LINE O SINK- KITCHEN O REF 7O WASHER W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM 0 FOOTING LEGEND TAG TYPE SIZE REINFORCING O 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. C MONO FTG 16" x 20" DP (2) #5s CONT. O PAD 24" x 330 x 16" DP #5s 6" O.C. EA. WAY JUL 21 2023 Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 FOUNDATION PLAN - ELEVATION A 1 /4„ 1'-0„ co N O s LO h�. LO O 00 gz Y tiyba ' R # w ?i✓'0 Y:+" M w 0 z Q V) O LO F W 6.0 U M N N CO co U -0-02 O M /I1 L L j�j D 2 o00 _0 o rn V! O Q (n .0 U�^ }< LU Q N N U i o E �Q k WW oW co �� Wq0~QWWO ew ZW 02a ry QW (� �O` U000 <=0�_j< C1 W M-Q0Q 0 pnoltRooMRZ YZW_,�Z0OazLLOa. U) z 5 U¢� wO�6 O � 0 =)0 Qe < LLQ o ¢W O Z W O� F- M O Q M r�_ F— 0� a- CM 00 Z V F- WZ� �W o 'J O O N N cM N ce)' C1F O NCN O C N N 4 r d, �: r O N O N O O O O O 00 M r LO CO M T_ 0 N 0 N 0 N N N O N O N O N O N O N O CV O N 00 V7 00 M � O LO O d 0 L 0 a0 ? O � O' r- O 6 O N > 0 00 0 4 0 0 0 N co, 1 Lo CO !-- CT CO0 Z Z ��++vv o w v� ® �--+ W U �--+ 0 Uo�Q I= 0 a- � ZW WWM ~ W =co0z H v Z Z � J >-�zW M CLzZw w [V O g2Z d Q U nzZ Z QU �QO O®a Q z A 1 Z w N WCe) LAST PLOT DATE May. 9, 23 Z4—+ 0 FOUNDATION j PLAN A '91 o 0 00 NOTE: SEE SHEET S-11, S-12 '2382' FOR LINTEL CALLOUTS & DETAILS �0? m-00 w F- Q TIE BM AT 10'-0" m W F- Q 30'-0" 13'-3" 1.' SGID %1 �i ■ - BRG \VALL% I FAMILY ROOM 16-3" X 15'-2" 8'-8" CLG 0 CN 11'-1" SH25 H D AT 7'-4" EGRESS 5'-8" BRG OWNER'S SUITE WALL 13 -0 X 15 -11 8'-8" CLG � I PROVIDE ••■ �-•- ••- -• - iVII rl FI ION�� • _ N -DRAIN IN 11 ►MA,& VALVEC14 RANGE W/ CAFE HOOD - • cli • .-12 . PLUMB :.s ■ Al — �1 moo.I r�ll co / . • PANTRY C,4 BATH 17 6" WALL �;•,� . �: rrrrrrrrr.•rrrrroarrrorr,•rr�a•5❖.vrrrrr �` rarrr5wrrrrrrr�5•ra•rrrrvrr,•mrrrrrrrrrrrrrrrr.•rrrrrrrrrrrrrrrvr,�•,+❖rrrrra•,•rrmwsrrrrr� • i MIN FIRE 4" RATED DR ' -,W/ WEATHER STRIP F WALL • l�I .� `ATTIC I!�_ _• PROTECTIVE -L ACCESSJ BOLLARD MTS20 9 AT TOP 4" INSULATED - $ BRG. WALL - 1--7 42 H. 6 LO ED C TWO CAR GARAGE 5 WALL S3 19'-3" X 20'-0" I q, CPT FOYER TILE D I3 2' 1 ' - 1 Ups' OF GARAGE IN __ ------_____LINE UPEN POSTION I TIE BM � AT 10'-0" SH 1/2 34 C HD AT T-4" TEMP. GLASS oM I m -ago I W' I F- Q I HB V-4" 4'-3" T-11" I 16070 ENTRY 9-6" X 5'-4" — — — — — — — — — — — — — — — — — — — — - 8'-6" 2'-3" 16-0" L 2'-3" 9'-6" 20'-6" 30'-0" FIRST FLOOR PLAN - ELEVATION A 1 /411 = 1'-011 0 00 J S6 0 1. SEE SHEET S-11, S/12 '2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE 2) 2X6'S UNLESS NOTED OTHERWISE aTvu SECOND FLOOR PLAN - ELEVATION A 1 /4" = 1'-011 R-11 F.G. ION IN ,DJAC E N T ;SPACE R-11 F.G. ION IN ,R WALLS. qG BEHIND TIN ,SSEMBLY GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, R 4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1 /2" GYP. p = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR RISERS TRFAn,1; LANDINGS TOTAL RISF A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 A' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 51 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2854 SQ. FT. 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 BAFFELS AT EAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) JUL 2 1 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 M N N rn L0 A p O 00 �_0 .4t"� 3 / 5 �i a LL is r X�.: z WWC a t p W rz 0 z Q nV) NLO- W L 0 00, U ` co N d to U 7C) 2 m A� t p W 00 2 00 O � o m s U�� } .V LU QN00 � 7W L C) - .D co W N IL 0: _QYI- oui W°Hw j�ZLLI IY OW QXJ Q°° J OZ QC) B C) U) OZ°W°°mZ?Q° �n(Da�0WWI nLLWQ° 7 O O �OZ QOW°�ZSWo2U°¢ LL °� DQZ�Q iLQ O QW 0 Z N W O >_ (n 0 QV(CMO J LO 2 U) LL ti Lq z M O >- < Z V W W O J CD IT N N N 4 4 O N O N O O O O 0') O 0 o0 T-- O N O N O N N �— N O O O O O O O LO 6 N 00 O 6 , o0 O M , 1 N O M O c "t 0 — 0 M C) o c— O r — 0 (0 0 N�a) C) C) N 0 M; C)0 '�t to 0 (fl 0 I` n L r I 000 ^ J Z Z Z O owU) O 0 �—O�a Q LO -0 ZwI—Q IY ~ �m 0Z v/ Z j J N 00 �2zW M � Z Z IL L0 U-1 N Ovg<2W O a coZZ Z ~a0 U z ® U O CL Z A2 Q z z W _j W ' ^ M O ,T - LAST PLOT DATE May. 9, 23 ® 1 ST & 2ND FLOOR PLAN A STAIR SECTION 1 /2" = 1 '-0" 10" i.1" NOSING r- SEE SHEET ST FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER 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. — 3 A3 _L - 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W% (2) (S) 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 d� W O z W w U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. �3 WALL SPLICE DETAIL N.T.S. J U L 2 1 ,2023 Virtual Review Assist, Inc. `/` Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 0 N L0 O 00 Lr "� a RN w> s EEJ k W n y gp 6�`y� ' �`����jJ? 3+Y O WWN Z Q t5 7 V (DLOF M N v °? M N M NU co -D -0- 2 co rnrn O O Ua� —t 7W L MO Ew i r i' LU W W W 0, , W O 0 Wes¢ LU 1 W9Yzw Z LUO2�QOQ�Q�VOO-O WZ) Q V -�QQzW 0z200 _,2 O O U) O Z �Oa>zY0~zLLW<0 a: Zj ¢< LUa-V5 LUZ gUa. LL OO W o ? a Z Q LL Q O ¢ IL Z N LL1 U) ti D � M � Q co U-) o `I-0:1i2M 00 'z 0 Z LU ��-� 0 mi N N N ON N CAI ti N 4 T- 141 T-- CV N 0 0 0 0 0 0 6 CO O) r co 00 0 0 0 O O O O O O O O) 00 In QO A 1 O L, ® c 4 O o O M O o r o o m 0 .N NLo j 0 0 N 0 M, 0 'T 0 LO 0 t0 0 P- LO z Z Ov� w ow U 0 Vasa �0�d _�'- W LU z LU Q =m0Z I- z N Z 3 J LU z x fy)CLZz LU O0 Q cn Z z Z QO Z U 0 J o0�- �"' 00 Q z Z z w J M N Uj ' � LAST PLOT DATE May. 9, 23 Z 0 DETAILS 0 c0 LID N LO LID 9 0 <o co 0 N N CV 0 v N CONV. FRAMED —� BY OTHERS @ STAIR LANDING 30'-0" _ 30'-0" V-2 11: 6'-0" _ Q¢� M ¢ FTFGE STRONGBACK LL � BRG WALL 14'-9 5/8" 1'-2" STRONGBACK F BRG WALL N LL ILL. I ce e 0 -- ---- - --G-------- CID I I BRG I WALL I I I I I I I I LL I I LF I I I I I I LJ I I I I I I II 14'-9 5/8" --- —_� r------------I L---------- I _ -G-----�� I------�------ II I I A BRC WALL I I I j l LL I I II I I I I I I I FTF4G I G i BRI WALL C— — — -- j ----� BRG WALL II II II I II I II I II I II 9' 9 8" 69 ATTIC B8 ACCESS B7 B6 (GIRDER DROPPED FLAT TOPS OF HIPS FOR FRAMING NOT DROPPED) B5 B4 B3 2-PLY 2X OTHERS LEDGER TOP @ M1 BY 9'-8" B2 BGE 20'-6" 9'-6" SECOND FLOOR — FLOOR FRAMING PLAN ELEVATION A 1 /411 = 1'-011 M N — a) CJ1A CJ3A CJ5A U-I064# E- 7A '� U-I064# CJ1A CJ3A CJSA - A5 F� DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 A3 `t co ¢ BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED ATTIC 'ACCESS I A1A N LO A2G CJ1 C2 E2 V-0 5/16" 0? r 3/8' 16-0" 11 11/16' -10 19'-10 3/8" SECOND FLOOR — ROOF FRAMING PLAN ELEVATION A 1 /411 = 1 '-011 SHINGLE ROOF 12 51 12 HEEL= 1'-0 1/8" 1� PLUMB CUT — 2X4 12" to TRUSS HELD BACK 3/4" PLYWOOD /_ 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. HANGER CHART J L = HUS 26 (SIMPSON) Total Truss Quantity = 98 HEEL= 4 1/16" PLUMB CUTi 12 —i n\/A TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS, DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUTBACK 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 TC 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 u VA Virtual Review Assist, Plans Review completed and for compliance with the 2020 F8C 7th Editioi by Debra Anne Klahr pX230o Arl"T]ENTION1 DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' to 60' Span 30' Span or less Spreader Bar 60 degrees or less 1/2 2/3 to 1/2 Tag line r span approx. Tag line r span approx. REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BOLL = 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 = 902 PSF DESIGN CRITERIA FFC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 109 psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY B LOAD# DESCRIPTION INIT. DATE R/01 Created from 2386 model AS 2/16/2017 R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RB01 UPDATED FOR LCA SHM 1/18/2021 PE TER —� CONTRACTORS OF AMERICA - 3900 AVENUE G, N, W. WINTER HAVEN FLORIDA 33880 PHONEI (800) 959-8806 FAX; (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT :VAROIUS MODEL :2332 Garfield CCA PROJ/MODEL/ALT 7A2 / 2332A ALT DESC: OTC LOT BLOCK DESIGNER PAGE A.S. DATE 10 2017 LAN# SCALE N333525R 1 4 11=11 ' M N o LO n ` � r LO CID LO a z y •t : C O ❑ w z to N LO 0 W L. '= U Q co } D0� ua V) V 70 A) -E L �{E u o f' IL o 0 Q U -i �nN) V w aN W L 00O � CL r I LLI LliLUH¢ �' ° to W 0 1- ��� W<LU 91.2 YZ� Z <C) J�Q'�0z 0❑OHO U Q F ��oZo�oomz=) 0 U' O cA Z U)(Da. OZZ"-pW��a ¢LL �WO�H�_gwp2U°¢ O� o = �QZ�¢ LL ¢ O ¢ W O z N O11­_ U) ti M Q (D Iq ILL F-0- WM >- Q O Q z U �- W W O O CO N N N N N N ti N 4 4 �— O N O Nr Q O O O d W M r. T-- N N N N N 0 0 0 0 0 N N N N N 0 0 N N 6 06 6 06 M N O — O T-- r O N M O § 6 O O O 6 0 0 0 N�>ooao Cn oo M o � N Lin CD, t� U z Z O oWU) O♦-' W LU C-) o �,o�❑ �O�a Lr) LLI Za—T i0 Q = m 0 Z ()Z�w N }W2 2Z� re) 0.ZZLL =�� N �aMz O (n z ,z Q z QO Z U U� Oo ¢ z z J co Uj 1 P1 O ,r— LAST PLOT DATE May. 9, 23 Z O 2ND FLOOR ROOF FRAMING PLAN A -C III .-.I_- - -- _._ — ---- --- - - _ __ _.. _ �i v 71i -HT. Ili tl ilfTil t "ual l� dld.l'�1,11. loin, �. J F��tl,1,��� e.�. s, , .I:7ai� -T I Tf _ I. - -.1 �— Tyr ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 6 SOFFIT DETAIL 1/a" = 11_n" ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOF TRUSS ' MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 7 4 -" N o cm CV N (V FALSE FOAM LOUVERDETAIL TYP 8 V-4" V 1-2 1"— — — — — — — — — — CV Av 0 12" SQ CMU COLUMN, SMOOTH STUCCO FINISH STUCCO BAND m (V COLUMN DETAIL 9 --PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLE PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S) H 10A•2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" • 12 T.O.M. Al. -75 ROOF SHEATHING (S)A23 MTL DRIP EDGE 2X4 SUB -FASCIA .;� 2,-0„ ALUMINUM WRAP �- (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" SOFFIT 10 DETAIL PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED CV J, 8" 11 LEDGER DETAIL q/Aiv_ 1 VJTV 8" TRUSS HEEL CASING BEAD WITH WEEP HOLES OVER FLASHING— ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF FRONT ELEVATION A 1 /411 = 1 1-01 1 �, ,�i1111■IIIII■IIIII■IIIII■.. � r1/11111■111•■IIIII■III�� 1111■I11111 8" TRUSS HEEL .I■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■1111 ..Iiiu11■IIIII■IIIII■IIIII■Ir111■IIIII■IIIII■I11 .rl■IIIII■IIIII■IIIII■IIIII■IIIII■11111■IIIII[111111■IIIII■I 1 ' IT • 1 1 • -• �sND FLOOR • R•JOINT ,I • rulunml • WALL 5/8" STUCCO ■ OMASONRY VER ELEV AT 1 1 1ST FLOOR FF GRADE LINE DREAR ELEVATION A 1 /8 — 1 -0 4" SCORED STUCCO BAND ININIMINININININI ININ MINININI Imll - 01MIMIMIM1. A/C UNIT AND PAD � rlrlrl�Ilrlrllllrlrllll.l�lllrlrllllrlrllllrlrllllrll IIIlrlrllllrlrllllrl�l/Irl�11111�11111�111.1�111.1 IIIIIII■Irrll■IIIII■IIIII■IIIII■IIIII■IIIII■I�!:��IIIII■IIIII■IIIII■tr111■IIIII■IIIII■IIIII■Irl 1:au.-�rmr:rn..:■um�uwru.n��r.-.�u■�:r�r.n��ur:r�r.ruuu:�uu:�u.-�_in-�_u I • - ,�,IIII■IIIE 1 .IIIII■IIIII■I11 1 I �au11■Iu11■Iu11■n • ,IIIII■IIIII■IIIII■111111�-OVER FRAME2ND FLOOR FFIIri�I�I11�I�I11�I�I11�I�I1U1�11111■IIIII■IIIII■IIIII■IIII n■nu1■numlm■anmrin■Irmnnlulall■nm■Iri I!11■Ir1Il■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IrI11■Ir1/1■11iCONTROL JOII IIIII■IIIII■IIIII■IIIII■IIUI■III/1■IIIII■IIIII■Ilpl■111111 T.O.M. MID WALL WEEP SCREEDJ ELEV AT Inl�l`�Inl■n11I•Irm•nIr!ilnrl•dlrl■Inr!nrl�lfimr !,■umnurinnn■uul■nmm�rinun■Inn■Innnrl.. i 1 1 1 FLOOR FF -A. RIG -HT ELEVATION A i 1 /811 = 1 1 -011 12 51 8" TRUSS HEEL ELEV AT 18'-0" T.O.P. - - - ELEV AT 10'-0" 7/8STUCCO J 2ND FLOOR FF OVER FRAME CONTROL JOINT - ELEV AT 8'-8" T.O.M. A/C UNIT 2'_01 MID WALL WEEP SCREED AND PAD ELEV AT 0'-0 18'-8" — o W ' N = ti z 1ST FLOOR FF - GRADE LINE LEFT ELEVATION A 1 /811 = 1'-011 5/8" STUCCO OVER MASONRY 16'-8" 1'-0" -4" STUCCO BAND -6" STUCCO BAND -WEEP SCREED 1_O" 4" STUCCO BAND 5/8" STUCCO OVER MASONRY plL 21 1023 Virtual Review Assist. Inc, ved plans Review completed and ap for compliance Anne withthe Klab® pX2300 Edition by Debra 12 —15 6 A5 6'-11" T-4" 15'-9" o o : -' _'ll �_ 5:12 12'-0" V N= I z SLOPE - 12 i 5:12 ,15 -0 2'-0" NITi UP o AND D I 17'-0" RIDGE VENT SLOPE 4__�5:12 SLOPE I 5:T�2::4 I 6" o III ut I ------------ I N 6" I SLOPE I SLOPE � J ,--CONTROL • •r�I�I11�I�1I1 1 - • o I - _ co 5/8" STUCCO 1'_0.1 20 2' SLOPE SLOPE rOASO VER -8'-1 5/8" �5:12 5:12 LJ V� 9 - 0 L — — — — — ------ `°--- -: - ._ - - - - SLOPE 6" 5:12 1,_0„3 -0 16'-6' �34� DRO,OF PLAN A 1 /8 — 1 -0 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ROOF 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. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT =1204 SQ IN ATTIC AREA 2 = 466 SQ FT VENTILATION REQUIRED = 224 SQ IN VENTILATION PROVIDED AT RIDGE = 126 SQ IN VENTILATION PROVIDED AT SOFFIT =399 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT M N 0 N cn L0 ® Lx) s- • 0 00 �q Ly W Y sip p W z Q tno, N LO 10- W L u 0.OF M`V Qi M _ .4.N Cn U co u a 70 - 2 cy) n' W _ o om u � Oo � o O� o m Q UO� -� .N U W QN :. W L000 E � ,. a 'c V� L1J (D Ly LuLu wo6 w�Q W �gYZ� z QO=��<0 Ix<LE OO2 JO 0 Q U Q p =� X z LL LL 0 Z 2. 0 H Q Q o �oZ0200cozz U cn�a�u)ww-v�LL�Qp� � �Z�z_W � <�W 2VQ Q O =cl ZgLL Q O Qw 0 0 N 0 W (!5 5 I` O ® M Q � cy) Lf') u ti Q Lu u) F-W5cz o 00 < Z U W W Jo O dam' N N N N N N I,� CN 4 r 4 r 0 N 0 N 0 0 0 0 o Oo 6 L / w/ CD W 0 0 0 -- N N N N N 0 0 0 0 0 0 0 CV N '^ 6 06 u7 00 M N 0 -r- 0 r-- c- O N M O 0 0 0 c- c- c 0 0 NLO> 0 0 C6 CD CD � N M�6 0 0 6 ti n L / MI VJ Z Z -Zp W O-�--+ W( W ov� rn a--1 V_ ~WWg o EE o v' .Q ^^ 00—m L / z W m < (=^F-=Z Z J v N 00, i'�Z0 M: a.ZZL- Lc) � Nv 0:a2z 02 U) z z Z �QO U U � Q z z W W W M N r LAST PLOT DATE O May. 9, 23 z 0 EXTERIOR J ELEVATIONS A & ROOF PLAN ELEC METER FIRST FLOOR ELECTRICAL PLAN A 1 /4" = 1'-011 LINE OF ROOF Ml nlni SECOND FLOOR ELECTRICAL PLAN A 1 /4" = 1 1 -011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS -WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS Virtual Revie leted4and a pro,, Plans Review Comp for compliance by Debra n with neeKlahbr PX23pp Ed A ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH T i SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET r> TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz S SMOKE DETECTOR V-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 11 OV DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE <> STRUCTURED WIRE OUTLET -� SWITCH AT 36" 69 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -p PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" -[� PUSH-BUTTON DOORBELL A3- CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER -�- SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: C, 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4� " USED IF 50W PAR30 NFL 6WHITE BAFFLE C APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C` 50W PAR20 NFL 4" MINI ROUND RECESS C 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL i ' CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR O SMOKE DETECTOR =U-18= UNDER CABINET 18" =S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9724;R 24" VANITY LIGHTING F-,-=36`F� 36" VANITY LIGHTING FF--48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Ci EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5-0" ABV FINISH FLOOR O CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) 1= MASTER STATION _ffig-0 ELEC PANEL VACUM OUTLET AT 12" WAI CEILING RETURN AIR E3 A/C REGISTER OT THERMOSTAT 03 SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. M N rn .i LO 00 LO � � T s j 00 Q IrtFs<1w O ;may. w z ¢ V) N L0 F, i'0 o U W 0 C7 !_1!00 d 'Ln Z D � u P N V -0 r M s moo o _` 0U_' a s U�� } •Vn,) V w QN c L p E co 7W LLIwOV ❑ zwW¢ wE❑- w0es��2OYw z O UOO JQ QxJw�a9OZtRoomoz UJ OO(5w0> z -w x QCy L5wZO Q~QO1QZLu°alL 0Q Q 0Q QQz O E-Qu O Z N Ow P- U) f r-- �F--MO Q M J LO UILL ti LO 0 M_ 00 Z V I¢- w W J O wj 0 0 0 ti 4 4 O N O CAI 0 0 0 O 0 CO M L- T N N N N N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 6 00 600 A r O LOCO Oo o© 0 0 o 1 N� > o o ca CD 0 0 0 N M to CD, I I-- LO I CO w Z Z O 0wc) O� W0I_ 0 Vo�o Q '' ^^ V) Oa=S W I— V , Z �Q Q wco I—oz V Z J N >- z0 M Z z LO w N Og2Z O Q vWzZ z TQO z U U 00 In W � Z A6 z z w J M Uj o T- LAST PLOT DATE > May. 9, 23 zf� 0 1 ST & 2ND FLOOR ELECTRICAL PLAN A - ---- _. i L .,. . � JI, ;­mlln'.'.lu,a611111 t I All III L P. I . !. I L! ,d -1 I a 1 1/2" FILLER w.w KITCHEN 1/2 = 1 '-011 N HOLLYWOOD STRIP LIGHTS io u 4" BACKSPLASH 30" HIGH MIRROR KNEE SPACE �vau 3'-0" 2'-6" 2'-9" 2" FILLER 2 1/2" FILLER 1 D5 OWNER'SBATH /2 - 1 -0 , ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" ELEV AT 0'-0" 1 ST FLR FF PRE-ENGINEERED WD. TRUSSES AT 24" C R-30 INSL T �vae 77 12 �vw CV r 0 Ch 1" FILLER SHWR HD PRE-FAB SHOWER PER BUILDER VAL' 4'-11 " 6 OWNER'S BATH 1 /2 11- 11-011 UNIT '2382 A & K - BUILDING SECTION " = 1'-011 3/16 2 EN,ISLAND ���H/2 1 - 1 -0 l� cV - ih ca 0? 60 CD co (V C) Cl) HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH 2'-6" IL 2'-6" 1" FILLER 1 1/2" FILLER (DEgAT#2 FOOTING SIZES AND RE -BAR L c c 3 KITCHEN„ 1 /2 = 1 -0 3'-4 1/2" 2'-9 1/2" (DEIA TH #2 ELEV AT 18'-0" _ T.O.P. ELEV AT 10'4' 2ND FLOOR FF ELEV AT 8'4' T.O.M. ELEV AT 0'-0" _ 1 ST FLOOR FF WIRE SHELF HANSEN" BOX 220 VOLT r------ -----i r------ -----, I I I I 14 1/2" X 16" I I I DRYER VENT I 2X6KNEE i i iRECESS WALL TOP AT 34 1/2 I I I I I I I I I I I I I I I I I I I I W. 5.111: l' Iu447d LOFT 4 UTILITY PRE-ENGINEERED - �RUSSES - - BRG WALL GARAGE W M ■ C9 M JUL 2 1 2023 VF, Virtual Review Assist, In Plans Review completed and approved for compliance with the 2020 FBC 7th Editions by Debra Anne Klahr PX2300 SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR MEN MEN! ... Ili UNIT '2382 A & K - FRONT SECTION 3/16" = 1'-0" M N O N 0) LO LO O 00 .a1�aM .,f Lr) ` z (n N � `0 4- U) N M V -0-0- 0 A s- s co W o OS p a Q U < _� �N U LU QN j C W L 00 ECO CL i W LL V w w W�¢ ��� `W zw z Q O M J v% q� w LL V 0 O 1 0 ou),�ozoRDomZz¢� ayj Co Zw� zH�WOO n>z�00 a �W00 ILLL Q� �a oo o¢z U_ O Z LLJ O� 0 � M O Q (/) CO � z W < Lq M 00 Z U I— W J O O Mj It 0 0 0 N N N I` N 4 � "d � � O N O N O CD C) C)O O (:" � ' n ►�1 / (0 00 r- C) N C:) N C)r- N N N `s O N O N O N O N O N o N O N O N c0 O— IS') c0 O A r r- N O M LO C)o c �- o p e� o �� o " C) (b 0 f O N Lo>1 •0 o o N � o ' 0 Ln 0 o 0 1` n LO r CO vJ Z Z O o -� owv) U I-" Z) w V♦ W V 1 z W H- �000Z =1-=z N Z � J 00 i-<z0 Z Z LL LO w N O_j2Z 0 v�ZU) Z �Qp . . Z U U � O � W � Z A7 z w M N Uj 0 � LAST PLOT DATE May. 9, 23 Z O INTERIOR ® J ELEVATIONS A & K 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 BQR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZ ED ED AREAS R AS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 5 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 % 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 T13I1-14. 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 S TRUSS AND FLOOR ROOF HOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 0 U FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2. 2, 6. SLEEPING ROOMS: 30 PSF 2. 2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2. 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2. 3, RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ, FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 145 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 12. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED, 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS, 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (f'c) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 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: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4 4. .3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION, 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05, 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELbS 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 T-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 R 1 .1. - Boxed area in concrete floors for subsequent installation of trapps etc., shall be made with permanent metalorplastic 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 oyerpoal and mortar along the foundation perimeter must be removed be ore exterior sou treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS CONSTRUCTION TYPE:5B WINDOWS AND DOORS 145 MPH GARAGE DOORS (V = 145 MPH) SINGLE 9x7 DOUBLE 160 + 29.85 PSF /- 32.38 PSF (INTERIOR) U.N.O. + 29.85 PSF/ - 39.97 PSF (END) U.N.O. + 26.28 PSF / - 31.49 PSF + 25.17 PSF / - 28.78 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND 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%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/". 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. JUL 2 12023 \/-R//\ - Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition b7 Debra Anne Klahr PX2300 CM CV O N O 0 L0 o 00 -, a LU v e l Fr O LU o Z Q Ln N LO W L C= -0 U CO .0d M ElmIn ff'' U ,a V) V f 2 ;M O 2 :E O o _D o u � a� Q •v, U W O N 7� E r ._ V o O 00 a -0 LU W W ❑ LL C6 W p F- W~¢ X2_j W2YZW Z QO-_j 00 :0 C LE 00(_jO Q 00 OU�WOZOEEOOmZ?aU LL,LLOWo0a C) 0 Z (n z _j(D0_>zYOZz Q~LL 0 W0���-gwp2U❑Q u_ a o u- O CN z W _ C0 0 M L0 U ti Z V) I- W i� M 00 >- < Z U LUz� w C:)J O J N N N O N N ti 4 4 0 0 0 O O � O CO M O O 0 N CD 0 N N O O O N O N O O O �■ N N N CV N N N O a0 O M r 1 N O M C)0 O 0 O CD .O C) - 0 to 0 1 �° N0 �1 J i 0 0 ;D 0 0 0 r N M LO (4 1` LO � M1 (n "" Z z o vV O -f--+ W a W W LU U vO oZ>< F- Oa OWZ F_ H-W :) +r W m0Z e ''=nnF-=Z V Z 3 J N 6. Z Lr) W N DCL2W ) Q UU)zz z �Qo LL. Q U U O 0 a Z SNOJ Q Z Z ' ^ W M O ,T - LAST PLOT DATE Jul. 10, 23 Z O STRUCTURAL J DETAILS THIS DETAIL ONLY REFERS TO THE DI,AN10'IJD-MESH EXPANDED ANDED METAL LATH ATTACHMENT. METAL LATH )jV LL SHEATHING, {,1 I III 11. I III I I. I I:77} I x i R II I 1 16GAxl-110 LONG(3.14%1' CROWN) STAt=LES C S O.0 . VER'T BETWEEN Iw 13(a x 1 2' � NG � �: 1 `" STUDS T OTED THUS -,—I - OFFSET I I ! --- I CROWN) STAPLES 3d:D its STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS i (NOTED THUS:—. METAL LATIN" AATTAC%HMENT DETAIL RE',(" 108.24.21 SCALE: 314" 1x_Qv DETAIL E>i":EEDS THE REQUIREMENTS FOR F51CR 70317.1 LATHI' *"ONLY A'.PPLl E"3 70 LENNAR T P .'L.A.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 C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H STUB -OUT FOR GAS METER O O CV H C G 000 a _ 1'-0" o Ln U 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 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. 11'4" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING C7� w in ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + . + + t + + + + + + + + + + + + + + + + + t -f + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + t .} + + + + + + + + + + + + + + t t + + + + + + 4- + + + + + + + + + t + 0" (TYP.) 4'-0" + 4'-0" + + L� +++ +++ + + + + 9�F/- + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + 6 + + + + + + + + + + + + + + + ++ +++ +++++++++ + CT' 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER, 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x— 1-118" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x—+ 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking = 1/8" gap k k k 1� FILL CELL STD. 90° HOOK — BOND BEAM .... . ............................... W c STD90° I� CONT. #5 . CONT. #5 HOOK BAR BAR OOC #5 CONT. . ... FROM ::1�� TOHIGHEST 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 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PlywoodlOSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING%" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam G NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" N Od) nails at 6" o.c. Provide adequate bearing J for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) ffA 0-ifl 1Y" ROUND HOLE MAY 6," 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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 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.* �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— Round Hale Dia net r Liu) 2 S 4 6 6 7 8 8:. 7. 10 )1 12 1 ..: dWngul r1-Hole Side (in` 2 ' S 5 ', 1 Any 16" ivist S Pa n (t;) 8 ": E_>" 1'-1" 7 " 1 `-2 1 `-3 3" 1' 7" 1 P � 1 � ., 2 9" 3 -2" �`-7" 12 I" 0"" 1'-1" 1 2:` 1' 2F 1° 3` i' 9''' 2'-4- 2'-11", 3'-7i. 4=2." 4,- � 5. - I6 V-0"- 1'- '1'-,2` V-2" 1. 7. 85,, 3, 8,. 8..10" 14. 9, 5W' 6, � .-2' 120 1 141 1 f ," .j _2' -i -2 " T-0" 3 "4C' 4'-6" 4'-10" T- I 1 "' '-i t ,. T-11 "' 8'-11=1 2'4 1 "-0," 1 "_1 " -j _2r° 1 "-3 2' _5" 3, 7" 4= 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN, SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate 0 BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® BCI6500s® 9-112" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing Backer block (12" wide min.) Nail with 10-10d nails. \nstall tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS -OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. F.j LOCATION OF SECOND H10A SIMPSON H10A WHEN w/(18) 10dx1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS i HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL „III Ili,=111—III—I ! i �-Jli I I —III —III„ .III=I I I Iil �lllil\�11_ .. I I lllll�ll� lll_ _ _ 00 —III-III=III-1I1=111 III=1.I ° FINI GRADE 3 i1—'' � I — -- _— Illlllli�lllllllllllllllllllllllll�l III�III111111111111�1illlil ��J J a. SLEEVE THRU STEM SEE PLAN FOR--'°• a . • • FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. �-- SEE FND. PLN. SIZE & REINF. 12" BELOW GRADE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENTEPVC OR SCH40 SLEEVE —\ RED @ PIPE PENETRATION PLUMBING LINE i SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE -----4 . —�.-- ° — °°. Q a i1 I —I I I —I I; -I11=1I1=1 a a _ I ° ° ` `� val 'I ',111111=1_\\. -! A / ,V ��—-----� a SEE FND. PLN. SIZE & REINF. 4. \4 and appr®ved 4\Vkk\a, Gamp1etied FBA 00 Edd�4®n $ W�ew�ith �01n plan Ceance ���e jnr comp�� ®ehra / cM N O N a LO rb� 0 LO P0, C) w t O ,; W W z a � F _W L `O U 0 CO N W N N M t -0 -0 - nU W E •= L 2 o O U_ 0 ¢ C U — f � UJ Q Nt nV,i W 7C) L cO E -L 0 0 0 Cd Lu (3 LLI LLI uj W W _J r¢�zF- es¢ O ofW WZ QO00 0 La� (n iOZ�HJ LL_J ¢QUX ¢ O (� LIJ uJ z� �JzW �a� OZ L_ 0¢¢OW¢—Wz— 0W MI2W0�Q p :D Es oiniO ¢ 0E ,_¢ O F¢LL 0 Z LU O17— C 5 z�C/)U_I` 1- M O Q � M � U) z W lq F- 11� !IZ cM Or o- 2 V >- < O Z 0 Z L1.1 O J O J C0 d- t N co ' co O N O N O N 04 r'� � C) N=N o 1, o O O O 00 M CO v-- 00 — ' 0 N CD CV CD CV N N 0 (N 0 N'N 0 O N O N O N O N N O 6 Ob A 1 6 C)O CD C)0 CD N Ll J 0 CD N 0 C7 0 4 0 6 0 CO 0 I` VJ Z z O 4-1 oWv) O V0 < W - 0 Z Z w~a 0Y ~ ~mOz H z 1--X:Z N r= v Z J M W �2Zof } � �aQ� LL LO LU N O_�z O 2 U�Zco z �QO . Z U U J o0�- Q z z z J UJ co O LAST PLOT DATE May. 9, 23 Z O STRUCTURAL — J DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" 2x SUB FASCIA BOARD PER CODE (OR 5/8" .N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT, FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR — 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE'IS" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C._/FINISH 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD LL MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER o MUNICIPALITY. `"' 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE D W 6 MIL VAPOR BARRIER IIIII ,' -� 4 I I II I I • III= `V COMP. SOIL. _IIII (COMPACTED TO 95% -I I =III=III 11= MODIFIED PROCTOR III I I III —III —I III NOTE: EXTEND DECO FINISH 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%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14" O.H.D. _ PAVERS RECESS z _ N -- �J `. ,. _ • —i11=III=III=III .. ` III=I •. 11= �I � , -IIII IIIII I Il l .•a: :a 411 III' 00 SEE A/S3ORJ/S6J-Illiiillil�ll�lI, 11 RI 1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STORY) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) p a ll=1 11=1 11=1 . m. 1-III-III=III I d II,iIIII�IIIII�III�I� I % o 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE <V 6x6W1.4xW1.4 r WWF OR FIBERMESH ° p 11=III-II�' II III —III —III—' :- I8" 1 11 1T •—, , ,r, ,9�. . TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV cn ELEV. 0'-0" _1E =L::�Z I a 4 A.F.F. d. o a A' Q . ° d ELEV. 4-3 1/2" H O A.F.F. O a 2x4 CONT. '<_ ' e . .. ..°.d w d O 4 - .• d AV . o d. GV d. GARAGE DEPTH VARIES d a ° ^ GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" 1/2" 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" 0/C EDGES, AND 12" 0/C FIELD. 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 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR P x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH �3 1/2" MIN. I1EIII-1I1 1'31/2"(min.)-4" 00 -1 -III-III= 3 1/2"(min. - 4" 111=III ° e -III III=T I- -III EIII _III=III=III=III III -III I'' (2) #5 CONT.1 I TI IIII 1111 IIIII i lI I 1 I l- I . 4" V 4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" �� J G Y, ELF S�OVP _,0 5/8`OR 112" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN IF NOTED, THIS REFERS TO THE—SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOTUF/2x P.T. BOTTOM PLATE INCLUDE THE WALL ATTACHMENTS 2"Wx 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �3 1/2" MIN. I8 _ z p °p I II -III -II I= 1/2"(min.)-4" - I-III-II1- 31/2"(min.)-4" =III=III =III III=1II- ILI I =III IIII (2) #5 CONT. I I 1411I II1=1I1=1I1=1II I. IIIIII JII�,TIIIIII II I III -III 118" '' U.N.O. MIN. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C °M � 8" C.M.U. INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 1GM�1N oUs 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION \ #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER f2X 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE N p p' Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z M D p FINISH GRADE °O M 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy- 60ksi] p ° -1 I 1=1 -I I I p p. °p D p, O0 6 MIL VAPOR BARRIER -) I I III p ° I I=I =I 11=1I -� R 1 7/8„ — ° _ _ _ _ 1-I ° ' I III —III r #5 REINFORCING BAR I -I 11=J 1=1 I -III -III I_ I III I I -III -I 11=1TI=1 I I N z ° III -III -III -I I I=1 11=111= z I p T-- #5 LAP SPLICE P° I -III -III -III -III -III -I I I I I I a I J 1=J L III -III 1 g III -III -III -III -III -III- N I I I p c I I=III=III III I 36" MIN. LAP [36" MIN. LAP]o I=III=III=III=III=III= 1 COMP. SOIL. (COMPACTED TO _ _ _ ____ 95% MODIFIED PROCTOR ASTM I I I 1=1 I 1=1 =11 I I —III —I 11- -1II-1II=1I1=III=II1=LI-=III=III II D1557) Ill IIII ICI ICI IIIIIIICI ,El III-III=III-III=III=III-III-II1-' I. 4° 1'-4" =1 11=1 I -I I I=1 11=1 11=111=1 11- FRAME WALL TO C.M.U. WALL CONNECTION �D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-07S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE 00— =111=III=111=III=II=� (1) #5 REBAR w/ OPT. —III—III—I I1= I1= I =1 1= I1=SGREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 SEE A/S3 0R J/S6 J -I IIII I I II i II � I 11, -7 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS 'i 111-111 EllI-� I T 1 I ,IItl SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2" HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALANT V .a •' < INTERIOR e a.. :ONCRETE NAILS W 1 1/2' MBEDMENT @ 12" O.C. TAGGERED, FROM BOTTOM LATE TO CONCRETE JIIN. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB °p ° oo _ N—III I I III=1 M 6 MIL VAPOR = �'rI I=1 I=I I= F- L BARRIER I IIIII II IIII II III11111I�� 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 WWF OR FIBERMESH a' K S3 TYPICAL BEARING WALL QCV STEP CC SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM ~ END OF 2" x PLATE w 0 W p U CL `� -III-III-III a I-III-II1=1II w I -III -III III=� p • co —III—III III —I ° 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S.3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE Q ¢ w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. u) SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL °' O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS -0 FIN. FLR. .'4 <a SEE FOUNDATION C. PAD INFO. .. TAPERED COLUMN FRAMING rC12 SCALE:3/4"=1'-0" S3 Kan' for com 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH �, E p II -III -III -III= ;- (2) #5 CONT. =III III III, ,III I I I... I ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S 3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH} d I ° — d ° °' III III III; N d -_- I- T I IEEE III II1=1II III . M N-7 I'II1 M �- SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. `T ' M 00 GRADELu a z =-III- III -III ' ° d. -I I I -III -II- w a. w w Owen= 111111 III ----- . !=III=III= z ¢ 0 o LL C) U) I= a d d .°e d — _ z _ _- M — I -III =1II=!II=1I1=1I1 III -III -III -III -III I 1=1I1=1II =- FOOTING W III -III -III- U 11-III-III-II1=I11 -III-11I= BEYOND PAD REINFORCEMENT -III—III—I i I—" ,�! 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ZO ,JUL 21ssst, Inc. virtual Revie leted'and approved Review comp edition the 2020 pliance with P11230o by 060 Anne M N O N O LID e- fir, ° 0 LO z 0 Lu z n0� � N � L •= � U W �co ti V) V D� c) r a ° B o a V w aN 7W L p E 000Lu W CD W� U Lu L�L —Q QW z~ W Z � °CO0 QOXJCA�LL-,p0 Q OOnU0- Z�ZZ=ZLL — LL C3000W00m >z (on�QO LLW ZzLL�¢0WU zW°YW rnILL o �cn Q W � wggW�� 232UQ ZgQJ LL a o : I— Q LL O O Z LLJ O F- > q 0 F-7 Cce) 0 Q � .q �C/)LLti Lu l!� H _e) z C) W z� LLJ 00 J d' NO No N o N N N �t d r- r- o NlN O O 0 06 0 6;.o 0 LOCD 00 N O C:) 0 c) N c) N 0 N 0 N 0 N 0 N N M 00 O to 00 O M r- N O M C)0 CD O 0 0 o �� ' N'^ L , u� > o CD N t c M 0 41 0 In 0 0 U cr CO VJ z z O Ow a--+ 0wc) LLIU F- C) 0°wg Lu I— // IY�_ O� r� Q =mOZ (70 W N Z M �2zILL LO Lu N 0a�z UDzz p z ?<0 QU o� O J o X z ¢ z z J WMC14 LAST PLOT DATE May. 9, 23 Z O STRUCTURAL — J DETAILS —MONO -- Il _ i - - - - -- N, I 1118111LIkAIMILIMIM WI: to I rax i i 1I 1 1 1 —T 1 I -1 1 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION —, FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE ---2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED 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 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES I O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 \,Z�jyp) SEE ELEV. I I SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ++ ,,f CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d 61, NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. /— SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W'/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) �--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. Z 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 B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT .d Q d .d i d P8ii . <. a a a4 STD.9eHOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: �.'J 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. 3J 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"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J c � r o MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK tiUALL: N. I .5. G a . G fl a a z v POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL EXTERIOF WALL 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1❑ USOLID ❑ AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ DOOR OPENING ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 SFFAV00`L 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SOLID AREAS ARE >TEEL AND GROUT ULL 8x8x16 BLOCK )OOR OPENING -It 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- 2x6 P. J-BOLT TRACK BRACKET 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 V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SIMPSON SP4 w/ (6) �(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. O,o 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. S4 GE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD / \� 1/2" EXTERIOR GRADE SHEATHING CRICKET 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/ (R) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • IN KO BLOCK AT EA. STUD MAIN SPAN _ ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. _ __ _ . (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 1 /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 RECESS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF s18„ SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4)) 16d TOENAILS TOIOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END LL U �Z d 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" V O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. �CJ+4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) (5645# SPF) > (6970# SPF) )S (9335# SPF) N. 8" �OXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N SCALE: N.T.S. S4 SCALE: NTS CH • F= 2240 LBS J SIMPSON C L ( P.T. .ATE SIMPSON SP4 SP2 SIMPSON 10( ST :�_] M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON `SP4 / SIMPSON SP1 SIMPSON SP4 , - — d. a 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. �X ?X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B L% (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 C O JUL a ROOF TRUSS ABOVE Virtual Revic Plans Review coml 2x BLOCKIIQr compliance with t1 by Debra Anno (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. \MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED a a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN, (2) PER BOTTOM PLATE) 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 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 M N O N O LO F' ' L00 i# {� ♦ q„rn' ' t 9 V,, f fl,. O LU 0 z 0 L -= `0 C, U C) M v N M V A, E M O 2 o 0 U_o O Q tU�w .N W QN n 7W c L. O E D1 W W (D W 0 LJ U) w 0 F- w W Q X J W Q Y zz 0 Z W�� LL00UR < Q U J�O3: Z) 0 zLLLLOz200�¢Q O [] C0 a_CL YoWZEMQo a �Oz Q<W°W�VZMwo2�OIL S� 0 Z oQZI¢ LL¢ O U >B O O Z N LU O� U) ti (n O CD CD Lo � J LL z> U)ti F-110—M zv� WZ : W� J O CD 1 ZO %O N CO O M O Assist, Inc- 04 04 04 eted and approve N s 2020 FBG 7th Edi ion L cv N Klahr PX2300 O O ° C) .o 00 M T UD (0 00 O N C) N O— N N r N t� O N O N O `N 0 C� 0 N CD N 0 N N O LO CD M— o LO4 C)O r- CD 0 C)r 0 6 r,- 0 (0 0 O N'^ � O o N 0 M 0 NT 0 LO 0 (0 . 1­ L 0 Z Z O p}' wU1'- ow) O U Q E 0 F—O�oa 0wTQ z � � Q I.- ca O = Z H Z Ida 1 v Z 3 J 0 Z W M - 0 2 Z Z U LO Lu N Da�z O Q (n ZZ z Z O seo Q U J oU Oa Z Z z W J W M N 0 Lo O LAST PLOT DATE May. 9, 23 Z O STRUCTURAL — J DETAILS SIMPSON HGAM1( W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" 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 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACESCHEDULEFOR APPROXROMSHEATHING DETAIL 2x8 SYP#2 "L" BRACE TO MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 RIDGE FASTENED AT S EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACEWEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS 1 AT LEAST 90% OF WEB APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d EA. END @ 48" O.C. SIMPSON H2.5A w/ 10 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & ( ) TOE NAILS @ EA. END SILL (2)1Od TOE NAILS @ EA. FROM LEDGER TO • 1/2" CDX PLYWOOD OR END BLOCKING 2x FRAME WALL (SEE WALL 7/16" OSB SHEATHING GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) ATTACHED W/ 10d GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST AND 12" FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 1 AND 1 " 3. O.C.. FIELD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C.I L`Ty AND 12 O.C. FIELD THROUGH CHORD SLOPE D ADJACENT SCISSOR TRUSS)EDGES AND 12" O.C. FIELD (2) 16d NAILS INTO 2"x6" P.T. PLATE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER O.C. MAX w/MIN. 4" EMBEDMENT IN KO BLOCK - 1 Odx3" @ 4" O/C PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER4 MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS SLOPE OF ADJACENT TRUSS) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION SECTION WEB, USE MSTAM36 w/ (7) � O.C. MAX) w/ MIN. 4" 2 3 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCKIN"TITEN ON OUTSIDE S5 SCALE: N.T.S. Srj SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR N N IF >9" SEE 10/S6 X-BRACING, AND TOP N M M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING 00 00 x x INFORMATION CO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 111 2' 1 / ". WOOD TRUSSES (2) 16d NAILS `° 0o 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 12" 1 1 2" RIDGE FASTENED AT "L" BRACE TO EXTEND BOTT. CHORD FOR 4 EACH JOINT w/ (3) 10d & (2) 10d TOE AT LEAST 90% OF WEB TRUSS SPANS NAILS @ EA. END LENGTH (SEE TABLE) GABLE TRUSS ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2" x 6' LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 2x4O/C L(2) IN 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE FIRST (4) ROWS OF 2 () 16d NAILS W/ 10d NAILS @ 6" O.C. (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 TRUSSES FROM EA. E ES AND 12" O.C. FIELD TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 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 SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS CONNECTION ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL BLOCKING FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2) 12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP, WALL SECTION FOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SCJ IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" `SH SCHEDULE ,TTACHMENT t SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 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 6" OVERLAP MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA1OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"X8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x811 FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL i SCALE: N.T.S. (S5) 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL/ 6 SCALE: N.T.S. \ DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE J STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) ❑ z w \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING O 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) 0 CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING - � O 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS 0 I.-: co O BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. Q ( co n REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L to 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 7 rCONTINUOUS BOTTO CHORD BRACING 2X4 MIN. cM N g � o 00 9q Lo 4r C-0 If' e gk2 Z5 Nd� c a w s 0 w 0 z ¢ = (1)i C) co U ai �� N D NU M _002 Um w• W S M L o yr.o -2 O 0 m •� 'o N U w QN � CD �-o d d w LU 0 o w o 1�t w m - < o — — — — o o ¢ -- — — — — o o Q T� �. o = CU w w AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACINGDETAIL MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION F- ❑ZwOIw0ofQzL1j �~f- LU �0 Zg�CD gOIxcnU_0 U_ J¢O QQ QaxJIO20°�� °000mocn�ooz O O J U Z Y❑ Z Z LL Q W d U) 0 Z ¢¢WOW1 05-wzi3 U❑¢ oQ o 0 oQ<T_ w a � �~ O O Z N SCALE: N.T.S. S5 Q W Q L~ f— 0� IZ cM IZ q5; — Z U z� W W� J O 2X4 BRACING @ 48" O.C. CONTINUOUS TO CO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) N CM .•. M N CD N O N r ,O 04 r O N O N O COSMETIC DROP CEILING FRAMIN Virtual! Review Assist, inc. O C6 O 0')o O Plena Review completed and app for vord"eace with ov T- � co �;N = O O N O N CN N N N the 2020 F8E 7t hY Rebra Anne Klahr PX230 E idii'®a 1� O N O: N 1 O 1-- N j 1 O N 1 O N I O N O N SCALE: NTS Lo 0) N 001 O ; L(i T- 00 O M T 04 O M ® d' 0 CD O CD O O r T' 0 (D 0 o N1^ �1 J > O O'O N : M O d O to O (o O I` ' n �^ 00 VJ Z Z O O+ WUF-'- OWf/J w 2X4 LEDGER O V �OLIJ c Q �d SIMPSON LSTA18 Lo 0 Q w HLLJ ~ co 0 Z WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION rn V O > J Z N 00 >-�Z°W }o'er M oQa� U- � w c11 OZ 0 U�z� z �Qo ryQ U O"J O a Z z z J W M O O T— LAST PLOT DATE > May. 9, 23 Z.�i O d STRUCTURAL — J DETAILS rii 12 I INSULATION BAFFLE INSULATION PER - 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 CR 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 ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS —1x2 NAILER J w PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT ><FOR U) MORE INFO W 16" O.C. 2X S.P.F. STUDS o i W/ (4) 16d TOENAILS TO TOP PLATE 0`n 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d J � W LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD W = 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 51000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM, DRAFTSTOPPING SHALL DIVIDE THE CONCEALE IN I S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETALSEAT PLAN 0 OR FELT PAPER FOR J�PER MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"— GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL v E t4 COI.I I 6x6 W1.4xW1.4 WWF OR FIBERME 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) co Qn v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL W U) sH 1x WD FURRING @ 24" O.C. 0- n- AT GARAGE CONTRACTOR 0 .. ° . A ' 4 a FINISH GRADE co EE III=I I=I —III—I I —I I III ° III= —1T_I—I I —III —I I ' a III —III —III —III _ III=III=III III III —III —III- q z r -III—III—III—I I I a °III —III —I I- T BASEBOARD Cl) a TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE I I I— III,=III—I 11— (3) # 5 REBAR ON 3"CHAIR""—"' (SEE DETAIL) STD. 90`HOOK W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTIO(� ,1 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD f /2nd FLOOR WALL------ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. IN. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION! J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SSE 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 PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS @ 1"' " 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSS 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) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL FLOOR TRUSS o SCALE. 1 1/2 -1-0 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 a'. — I I I I —III= zo I I I I I III= (3) #5 CONT. ON 3" 8" V-8" I 8" CHAIR W/ 3" MIN. L l CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSURE SHEATHING PROVIDE BLOCKING AS REQUIRED PER w n SECTION X-X IF U NOT FULL o ~ HEIGHT SHEET- 0 Z (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING w 2 SOLID 2x C BLOCKING @ ALL zi C SHEATHING 0 xz1 0 EDGES (SEE OPENING I SECTION X-X I LU d 0 C x w 7--OE LU 2x STUDS w BEYOND. _ SEE PLAN o O U) G` FLOOR SYST� 2x4 P.T. BASE 2x RIBBON OR-J'VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1AIAI I rI r%iA-rInAI M1AnnAAe 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 1/2" S 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 w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X SFFACpO� N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP, DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. AMINIMUM %" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT LU PENETRATE SURFACE MORE THAN a". Z C NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O B NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL L = C NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMC D ¢ W C NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. _ ^ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o V w/ 8d COMMON NAIL J o H O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER OF y Q H 0 U w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ��-00<n M LL G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z N W 0 O l- MEMBER IF GABLE END -` NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE pAXTFR/ FLOOR TRUSS / Fti/NO BEAM SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 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) (2) (1) (2) (1) LSTA30 T-9' (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILIN (2) ROWS OF 2x CLOCKING SCHEDULE SEE DETAIL C/S6 FOR MORE IN AT THIRD POINTS 2X STUDS @ 16" O/C 5/8"DIA. x 10" "J" BOLT W! 8° 7/8" STUCCO FINISH PER ASTM C. 926 EMBEDMENT @ 24" O.C. W/ 2' DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS Virtual Review Assist, in x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAY949s Review completed and SHEAR 3500#. MIN. TYPICAL approved 3/8" THICK EACH. 3RD LAYER 1/81 pliance with the 2020 FBC 7th TENSION 2600#.) Edition SIMPSON SP1 w/ (10) 10d NAILS by Debra Anne Klahr PX2300 AT EA, STUD 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. E a'. 00 FINISH GRADE M .'4 I III -I II I 4aO - a a a (3) # 5 REBAR ON 3" CHAIR 4" III= — I � 111 V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. s; M N 04 0) LO 00 0 LO ° "Lf z LU w ys 0 o Z Q 0 > W TN(y)� L `O _ }d 11) MV _ ME =OU4- o Q U �V) W V 0 cO M 0 CO LU W � w vi U.1 W I— IY�J xQYZd' Z O 3 LL Up O0 O 0 U Q ¢ X J � Q U) c� ¢ acn�wozoEoomzZ¢0 Cy O O wO z (tJ VW,. IL�(nW W W z�Q'¢0 Q __<0W<V5_Ww62U�Q oUj � o oae< LL¢ O " F—¢ W �P O Z N 0� >_ (0 C) Q W CL LL ti 5 01 a M 00 zVla— Z W Wo J O CD N N N O N O N . O N ti 4 4 O CV C0 D N C. C. ' 00 6i IUD CO T- 00 I' O hN O N O N T- N T- N O N O N r 0 N O N O N O N O N O N CO O L0 r- 00 O M r N O M OO d- O : d) 'O O c- O CD (.fl CD N'^ �1 / a) > C) CD N CD co 0 d' C) Ln CD C4 CD f� Lo (7 M1 w Z Z o p4-' wUF->- ow<n O vo—a ��L1Ja. zW~� �co0z H = Z N !!=n V z J M w � >- M Z W M �ZZU LO N OVa�W a LnQZ z o ry z ~ U OU O d W � Q Z z z J Wco N ,r-- LAST PLOT DATE May. 9, 23 Z O STRUCTURAL — J DETAILS —MONO l .nrr�I A I � . � --- - _- - - _ Ill _T__I 1/4" MAX Z-0" Ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 I 1/c URT VVHLL TO PRODUCT P.T, TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16"Q! FURRING 3/16" 0 X 3" LONG TAPCONS FURRING (2) ROWS 3116" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" Q.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. "2" 1x4 P.T. DOOR JAMB (REFER 16" TO PRODUCT OM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER W/ MIN. TO PRODUCTTO PRODUCT 6EACH ST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"x FOR CONN.(2) ROWS 3/16" x 3-1/2" 3-1/2" TAPCON @ 16"APPROVAL O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.4" FURRING FROM EACH END w/ 2x8 P.T, ATTACH SECOND PLY w/ ..Q'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 SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-112" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH ARCH DETAIL ri-I SCALE: N.T.S. SS SECTION A -A 8aa 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. E N D PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT --- 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 EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-L ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAID. PROPER INSTALLATION MAX. 8" #5 RE& (TYP) STD. 90' FILL SOLID HOOK (1 BOTH CELLS [t7 2, �Fv NOTCH WEB AT +5^ FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"1 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) WI (3) #6 X 4%2' 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 i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i 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 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. JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN 000, 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" — I F.F. p' D D dE=1001I100010=1011 I I-1 11=111 ; ,11 I-1 I I I-1 I I-1 I D I -III- ' D III-- III-IIII_ -1 I IEI I IEI , 1=1 I 117 GRADEIII- ° cN D M z / N ®D. O D (2) #5 REBAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN kR YP:) THE :S I IKIA(`(`CDTADI C IKICTAI I TIn1\I FILLED CELL INSTALLATION rH � S_H AF.E-..H ILA 14NID PIPE ENG I, H S6 a_3Ti I:.TN SCALE: N.T.S. SUB AL� € . EDI--- E''a 1, VnLI yF'E ALU''f - A PER PLAf'•1 1- 3,`4" T I 1 = SS NA1 ASTEKED PER- ,i,-E 2 L?EL 1� L�=CN�r'ENTEC DR'S , C . NT 2x4 NAILEDT}- J 2x BLOCKING NAILS-- D ,O TOE, ='1�XII�� C , CH ;'D EVER'k; m1�F 231 -' NAILS. TYP I°') k t1°LI,ERT ti�EP1F`t� r��iCaiE , F 1�1EE FA. 4 wPAs IT - N THE DESIGN PRE , � �� APE "IFiED rFQR wS A� ND _ 1 `.,;_ LISTED IN T14E DEEMGN t R[ E A t i.1 HET SN FOR ,OFF! T A Hj%`!FIN1TATWL wPERAiFHiA�"��.11M III:-F1 1 P 1, T APR'W a� F NN L FASTENED T Q l 1"F+`�l{L. .O G='��:¢ - � ^,I»k,�.c- r -_� VV II 5!;'-,, �A IV��E��.. Efl4iI"E �,gW M��I�.,J.. . $ t1: � '€ 1 6 II3- ..i &`4`x p d 3 � ,�_ 1'^4tw^'F h �CTTERI� . ~,IJS FAR 1, A 'H 3A L4.:f 1,4` yil�CyV,,TIS APi t.-. G2r' 1_X1VfW.'.- NJ I t FF T'- 14€41I IT ,�,y; �F� ,'vs"h's"'T �� I � at�1 T"�•i<i�.i`"Iu �A�F�It=:".F �, � ... rF . ?I"F.. 1 -P INmmiA A YHW: i; REFER 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. XOV (2) 10d NAILS @ 8" O.C. ERygN TO TRUSS TOP CHORD + + LRNc'ry PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + gnFFIT 2X4 SYP ® 6 b. EACH TRUSS CONNECTOR SEE LINTEL SCHED. / CENTER SOFFIT PRECAST LINTEL �J/ SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" SS cGI= cur -PT n1) onin 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 . AI F• .1/4 z O U_ O W U U_ Z) U Lo 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAI!_ED 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 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/41 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 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. .a OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-011 51-011 INISH FLOOR ° ° D "T�CENTEREDW/ #5 BAR D10 90` H' IN TOP o KNOCKOUT / — _ c °� CHAIR BLOCK MONO FOOTING �—_ D D o.. D°. SIZE AND REINF. PER PLAN AND SECTION DETAILS -I _I o CLEAN FILL , ° D DIRT D z °. STANDARD o 90` HOOK N #5 BAR IN FILLED CELL �' r ,� e V V V�9 STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. JUL 2 1 2023 EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE toZjance Virtual Review Assist, Inc. TOP SPACE BETWEEN EXISTING GROUT & NEgr eview completed and approve) MUST BE PACKED WITH NON -SHRINK GROUT (USAL with the Lahr P 2 00 ib� M�ii�a Anne Klahr PX23gq #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT OAO SECTION SCALE: N.T.S. SCALE: N.T.S. N *- \ in �ALo �Fa a r, O 00 Lo • da ° Cf y 8 � I ��¢ Z _ 0 w ... 0 z t^o` 0 L W L '" 1� U in V U M = O rnrn ` o _ N Q VJ �N s �0_ }# LU QN 7W� V U L00 E ^ a co a -0 V W (D W p LU W Uj LU W O I- W I- ¢W J W .yz w Yo2 <SW<1.002_j0 U ¢z LL DQ �OL Q (WQQOOO Z (WQn C)Z<WWW�Q�pJ W=p W- Ow_zZa. �LL ¢0W � ¢ OX p D p¢ZZ9 W¢ O i—aW O Z (V OW / U) O J U? �W�Ln E- W Co QUQoo Z > W W J OO N (M ' M 0 N 0 N 0 ; N r,� CV 4 i4 �— N N O O Io O O r o 06 of cfl T_ CO T: 0 N 0 N 0 N N N 0 N ot0 N t N 0 N 0 N o N 0 N O CV 00 O U') .� 00 O M N O M onO o o`0 rn o ,Lo CD r- o 0 cCn N�0 > CD NcYiIt 0 0 0 Lo(.01r 0 0 U I 00 coVJ z Z z O O -�-+ WWF'> LU U I— — O Vo�o - �0Lutl ?� ¢ OWH¢ ''^^ Vl r� �000z Q N 'n V o 3:ED z ro �ZZu- G Z IY �- O UWz(n z < 0 . z -se OO 0- _ Z z w W-) Co1 V ,r-- LAST PLOT DATE 0 May. 9, 23 Z-I-J O STRUCTURAL — J DETAILS-RETRO FIT t + SCALE: 2' = 1'-0" MALL NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 0, 0 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS EW "A" SCALE: 1" = 1'-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW 11D11 SCALE: 1" = T-0" FILLER STRIPS ADDED 3" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" ,�—STRINGER GLUED D NAILED SECTION D-D SCALE: 1" = 1'-0" 0 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H 2x4 SYP BLOCKING AND 1/2" GAP TOP AND MTS12 wJ (14) 10d x 1 2x8 SYP GLUED FOR STRAP BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO w/ NAILED TO STRINGER FRAMING 110(SIMPSONMTS12 (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILED ALIGN FACE THIS STUD WITH OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND 1' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4' TAPCONS @ MAX. 32" O.C. SECTION VIEW "B" G.11-1 SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW 11E11 DR FT S P DR FT S P 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER POINTS 1x4 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING E FOR DRYWALL SPACING B H H SECTION VIEW E SECTION VIEW SCALE: z" = 1'-0" SCALE: Z' = 1'-0" .�T6 F 2x4 STC 2x4 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER �� I�SIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C11 SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER 2" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" PER CONTRACT 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 )"M rx RUING I MUU I IUN Ur- I /-XI LJ (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" L JOINT -L TO GISTS) D NAILED AND 0 TOP PLATE INTO RIM BAND, AND NAILED TO 'WALL BELOW L JOINT _L TO GISTS) L POST LET INTO LOCK IDE 41NG 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES J U L 2 1 202 VV\ Virtual Review Assist, Inc. Plans Review completed and approved H r compliance with the 2020 FBC 7th Edition by Debra Anne Ktahr PX2300 2X 2X B OCKING OPSON NITS 2 w/ I) 10d x 1 1/2" AILS - K2X BLOC ING 'ECTION VIEW "H" SCALE: 1" = T-0" M N LO LO p W z Q N N LO C W L 10 U i, ' c`D f� N N V C, s= G 1 V/ ❑ 0 U a o O , m Q C -, #t .N LL QN V 7W L p F ID V a r Lij W W ❑LL uS WOH W ~— W� J; W< z oC z �¢0 0¢�0�¢- U U)0FU)-0 zLLz20❑�OU)9OOZoomZZ ¢Q WZ��O 0-��W W�CLQQ� J IL OzWO ¢�U ❑ g72iU0 O0'- ❑oz LL ¢ 0 LL O O Z N OF- L n ti O 0 M CO Q w 0-� U) Lid � a- M Z U F- W W�. J 00 CD d' N N ' N O N O N O N ti CN 414 r- O N O N e. 0 06 LO� / (0OD r' r ` 0 •N 0 N 0 N N N T� O N O'O N CV O N O N O N O N L/ 0 s= 4 0 O 0 '. O 0 O r O r- T O 6 O o U N'^ LO I Cr MVJ^ Z Z Z O W oWU) O vo�o F-- O a V ow�a Q ZWF- � a =co0Z V�n Z J N 0 Z 0 i'Y) < Z Z It LO W N O-j2z Q U°- LU >-U) �zz Z O Q 1'-Q U J OU O a Q z ST Z Z W ' ^ W 0 O Lj / LAST PLOT DATE May. 9, 23 z J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 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. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF.LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + VERTICAL LOAD APPLIED HORIZONTAL LOAD SAFE HORIZONTAL LOAD < 1.0 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. 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 SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS 8" PRECAST &PRESTRESSED u-LINTELS CASr.Cm" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 SF8 OB 8F12 OB 8F16 OB SF20 OB 8F24 06 SF28 OB SF32 OB 8F8-IB 8F12.1B 8F16-1B 8F20-lB 8F24.1B 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 1 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4' (64") PRECAST 1211 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 (19A 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 1918328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 41 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 1l'-4" (136") PRECAST Jul 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 1 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 1 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. P48 NR NR NR NR NR NR 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1.282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR129 NR 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 CAST-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6 OB 8RF10 OB 8RF14 OB 8RF18 OB RF22 OB RF26 OB RF30 OB 8RF6-1B 8RF10-1B 8RF14.1B 8RF18-IB 8RF22-1B 8RF26-1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 T-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 (34 7917 (19), 9311(19) 5 -10„ (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (10) 8060 (39 7402 19 8706 (19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 (32) 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 (19 10893 (48) 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 (47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 ^'� � � 4"T� �4%4" SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 IT-4" (160") PRECAST 217 324 109 14'-G" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N,R. 284 89 1.5'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C,�-4094" ''''�. SAFE LOAD PLF TYPE LENGTH 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 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 CAST-CRRr SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F81T 8F121T 8F161T 8F20 iT 8F24 iT BF281T 8F321T 8F8-2T 8F12-2T 8F16.2T 8F20.2T BF24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113315 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1 1865 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1749 15 494 599 1028 1422 1738 U22042544 2369 12'-0" (144") PRECAST 470 9) 441 723 14 936 14 1151(15 1582 15470 543 928 1349 1649 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 13 976 14 1129 14 246 390 655 968 1324 8 1625 11 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 341 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 (1 393 (1 480 (1 567 1 654 1 142 230 369 531 713 (7) 903 13 1046 (13 22'-0" (264") PRESTRESSED 137 192 295 (10) 378 (11) 461 (10) 545 (1 629 (1 137 221 354 508 1 681 (7)1 861(13) 997 (13 F24'-W (288") PRESTRESSED 124 175 267 10 341 10 416 10) 491 (10) 566 10) 124 200 316 450 600 (7) 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST'-C 4" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF61T 8RF101T 8RF141T 8RF181T 8RF22 iT 8RF26 iT 8RF30 1T 8RF6-2T 8RF10-2T 8RF14.2T 8RF18-2T 8RF22-2T 8RF26.2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6 11 (90") PRECAST 506 797 1W19522442 6) 2931 (6) 3257 506 967 14 2931 3421 9'-8" (116") PRECAST 395 491 (15 1980 15 2322 16 395 589 13 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 C C ) UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1 '-0" O 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 F8F16-1B/1T z�c °c 8RF14-lB/OT °a ° C" C ° a �c= ° 8" PRECAST LINTEL W/ (1) #5 HOR - CONT BAR & (2) COURSES OF 8" c K.O. BLOCKS W/ (1) #5 CONT HOR o c c BAR IN EACH - ALL GROUT FILLED *Q J ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. J = � w v - w #5 REBAR AT m W F- c~n a ° BOTTOM MIN. (1) J QLL�m" REQ'D ' O 16 GAUGE POWERS Uj Ia- LO d 3: V ° STEEL BOXED f' LU a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION, CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR z = C.M.U. < 00 w 00 zVC ROUT `--°5 Ln REBAR AT BOTTOM F LINTEL CAVITY c c BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH J � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP JUL 2 1 2; VR Virtual Review A Plans Review complete for compliance with the 21 by Debra Anne Kla M N O LO LO LO O LO LO < X W °� 1 p� B O n W z W L > `O 0 M N (Lif� N 2 0 s 5IOo RQ U�� < -s W L Q E W W �� uj W OF- W F-< W W zW z 0 LLL)L �Q F-=D- Q O (X z00Q zM 0W-owoomz LLCU LWLLJ�Q:< <OQQ ZF- J Z Oo<ZwUCO Q Znzg<UQ 0W LL< O <LL O O N Z OW ti 0 L- c° O M Ln W ti Ln z I- a M 00 < z 0 W z WO J O d' 23 N N N O O O ti 4 4 � O N O N O ist, Inc. and approved D FEC 7th Edition O O �r PX2309 C6 6 0 ' n Li' CO 00 0 0 C) O O `- O N O N O N O N O N N N ' n N O Lo 00 _A , O ® CD O O CD CD o N^ u) ; CD e- O N <M O � CD LO CD O I` n L / z Z O O-1� W oWU) U � O V��a �- 0 6- ZW WWM ~ r� ® ~m0Z W H � H = Z CIA l V '= vZ�jJ LU 00 z LL z O W (� Q O<r<z ULDzz z �Qo Z U O O J a W cr_ Z < z w LLI �•1, CV) o � LAST PLOT QATE � > May. 9, 23 Z O STRUCTURAL ® J DETAILS A REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)05L (1)#SU (1)05L (2)#5U DETAIL'A' DETAIL'B' DETAIL 'C' (1)05L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST (2) D4.5 WIRE (2) No.3 6740 9462 9462 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6' 3'-2" PRECAST (2) D4.5 WIRE (2) No.3 1:;66 2859 2859 2772 2772 4-8" 3'4" PRECAST (2) D4.5 WIRE (2) No.3 1453 2654 2654 2574 2574 5-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No.3 964 1636 1636 1712 1712 6-6" 5-2" PRECAST (2) D4.5 WIRE (2) No.4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No.4 639 1167 1167 1152 1152 7-8" 6-4" PRECAST (2) D4.5 WIRE (2) No 4 619 1130 1130 1115 Ills 8'-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 74" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 40270 727 727 582 718 11'-4" 10'-0" PRECAST (2) No.3 2 No.55 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 (2) No.5 602 602 430 602 12'-6" 11'-2" PRECAST (2) No.3 (2 No. 52 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 (2) No.57 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 (2 No.5 449 449 286 451 14'-8" 13'-4" PRESTRESSED 2 No. 3 () (2) 7116 strand N.R. 522 522 360 499 (2) No.4 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 (2) No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand HE N.R. 357 357 254 352 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand HE N.R. 277 277 202 281 (2) 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) 7/16 strand BE 219 219 165 229 (2) No.5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7/16 strand + 24'-0" 27-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL"C" DETAILI'D" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [I8x16-P-1 L/1 U] NOMINALWIDTH] LQUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVRY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL')' DETAIL'H' &'J' DETAIL'K' 2'-10" 1 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 9550 10000 10000 10000 4'4" 3'-2" PRECAST (2) D4.5 WIRE (2) No.3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No.3 6614 10000 9053 10000 54' N-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7-8" 64" PRECAST (2) D4.5 WIRE (2) No.4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No.4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2153 2153 1881 2139 10'-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) 7/16 strand 1291 1291 775 1270 2 No.4 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 993 993 600 1084 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1035 1035 478 936 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 961 961 446 872 (2) No.5 21'-4" 20'-0" PRESTRESSED (21 No.3 (2) 7/16 strand + 834 834 390 763 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 (2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No.S 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P-PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x1 I6-P-1 L/1 U] NOMINAL WIDTH J L QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) UU(0) LL SOLID #5 (3) U (1) L DETAIL'DE' DETAIL'DF DETAIL'DE' &'DF' DETAIL'DG' 3'-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 O 2 No.3 O 2654 4449 3965 3965 44' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 64" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 V-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P- PLAIN LINTEL/ '''I T' QUANTITY OF #5 BAR AT S-SOLID LINTEL I I LOWER LINTEL CAVITY [8xl 6 L/1U] 1 j NOMINALWIDTHJ NOMINAL HEIGHT ` QUANTITY OF#S BAR UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)051- (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#51-(1)#5U (1)#5L (2)#5U DETAIL'E' DETAIL? DETAIL'E' &'F' DETAIL'G' 2'-10" 1'4' PRECAST 2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 1 10000 10000 ,L 0" 2'-8' PRECAST (2) D4.5 WIRE 2) No.3 6766 8225 9200 9445 4-6' 3'-2' PRECAST (2) D4.5 WIRE (2) No.3 5104 5671 6345 6345 4-8" 3'-4' PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2787 3088 3369 3369 6-b" 5'-2" PRECAST (2) D4.5 WIRE (2) No.4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No.4 1992 1992 2112 2112 7-8" 64' PRECAST (2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE (2) No.4 1792 1792 1862 1897 8'4" 7-0" PRECAST (2) D4.5 WIRE 2) No.4 1679 1679 1699 1776 9'-4" 6-0" PRECAST (2) D4.5 WIRE 2) No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2) No.4 1186 1186 1014 1251 11'4" 10'-0" PRECAST (2) No.3 (2) No. 5 1074 1074 854 1121 12-0" 10'-8" PRECAST (2) No.3 (2) No. 5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No. 3 2) No. 5 937 937 685 978 13'4" 12'-0" PRECAST (2) No.3 (2) No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 804 804 529 838 14'-8" 134" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 (2) No. 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 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) 7/16strand + 655 655 340 645 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 (2) No. 5 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 488 488 260 493 (2) No.5 r2:'-0" (2) 7/16 strand + 22'-8" PRESTRESSED 2 No. 3 O (2) No.5 399 399 217 412 TYPE DESIGNATION P- PLAIN LWTEL/ I' QUANTITY OF 15 BAR AT S-SOLD LINTEL I LOWER UNTELCAVFY [8xl6-P-1 L/1 U] NOMINAL WIDTH)1H L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY rICTA In „C" rILTATI "C„ MrrATI 'H-" 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)#51-(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2) No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 4693 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE (2) No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 1 V-4" 10'-0" PRECAST (2) No. 3 (2) No. 5 2082 2082 1590 2082 12'-0" 1U-8" PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12'4" 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'-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'-8" 13-4" PRESTRESSED (2) No.3 (2) 7/16strand + 1948 1948 1093 1591 (2) No.4 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1774 1774 996 1494 (2) No.4 1T-4" 16'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +(2) 1368 1368 771 1264 No.4 19'-4" 8'-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. 5 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No, 3 (2) 7/16 strand + 850 850 471 923 (2) No. 5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 740 740 393 772 TYPE DESIGNATION P-P!T=LINTELI rQUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8xl 6 L/1U] NOMINALWIDTH-1 j `QUANTITY OF#S BAR NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "L" DETAIL I'M" DETAIL'IN" GRAVITY & UPLIFT SAFE LOADS (PLF) 8LLx16'' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)UI])L DETAIL'DH' DETAIL'DS DETAIL'DH' &'DJ' DETAIL'DK' 3-8" 7 4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 7-4" PRECAST (2) D4.5 WIRE (2l No.3 4511 10000 9686 100DO 4'-2" 2'-10" 2'-V PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'4' 3-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 4'4' 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 T-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 3 DETAIL "DH" DETAIL IV" DETAIL "DK" TYPE DESIGNATION P- PLAIN LINTEL/ r OIANTIY OF #5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [8xl 6-P-1 L/11U1 j NOMINAL WIDTH NOMINAL HEIGHT ` QUANTITY OF #5 BAR UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION 2020 SECTIONS 1901.2 & 2107. ( ) 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REIN FORCEM ENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 00 7/32 STIRRUPS AT 4'-0" cc 00 0 M (TIED OR WELDED) 'T LO Ln BOTTOM BARS N SEE SCHEDULE 1 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 7 2' M M 00 Ln M (V M 1 1/ 117 7 5/8 i Mlt TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 42 LOAD TABLES YCALCULATING MAXIMUMRESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEARR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 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 LINTELSTEEL 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)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L(l)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-0" 2'-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 54' 4'-9' 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 1 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No. 4 6266 6603 4891 6909 7-8" 64" PRECAST (2) D4.5 WIRE (2) No. 4 5967 6199 4657 6477 8'-0" C-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2) No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2984 3021 2320 3118 11'.-4" 10'-0" PRECAST (2) No. 3 (2) No. 5 2699 1 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED 2 O No. 3 (2) 7116 strand + 2413 2413 1338 1974 (2) No. 4 164" 14-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2194 1219 1846 (2) No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 (2) No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +(2) 1254 1254 702 7271 No.S 21'-4" 20'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +(2) 1092 1092 614 1167 No.S 22'-0" 20'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand +(2) 1023 1023 576 1121 No.S (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 TYPE DESIGNATION P -PLAIN LINTEL/ FLOWER OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x1 6-P-1 L/1 U] NOMINAL WIDTH H L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY I 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 -DU DETAIL'DW 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" 24' 2'4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 _ 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'4' 3'-C" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'4" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5'-8" 44" 4-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 54" 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 9' 8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 H H UNIT '2382' - 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 SSFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIPE (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" 64" C-O" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 IjVie•; ;• Via•; ,: •e" i• 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)UU(0) LL SOLID #5 (2) U (1) L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'4' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 W-O" 2-8" 24' PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-] 0" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0" 7-8" 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" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 64" 6-0" PRECAST (2) D4.5 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. 1552 2996 1183 1 2844 y TYPE DESIGNATION P - PLAIN .LINTEL/ DUApp��TITY OF #5 BAR AT S - SOLID LINTEL LOVER LINTEL CAVITY �r H] H H [8x16-P-IL/I1J • 4.: • •' ') •:•+ • �• N PdAL WIDTH-IL QVTY IF #5 BAR AT H 09NAL HEIGHT ULINTEL CAVITY DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLI➢ LINTEL LD R LINTEL CAV ITY ITY b [8k6 P IL/IU1 NOMINAL Ln IDTHJ}I� `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY TYPE DESIGNATION P - PLAIN LINTEL/ rQUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x]6-P-1 L/1 U] NOMINAL WIDT Hj j LQUANTITY OF#S BAR NOMINAL HEIGHT UPPER LINTEL CAVITY JUL 2 1 202; VR/\ Virtual Review Assist, Inc. Flans Review completed and approve( for compliance with the 2020 FBC 7th Edi by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 81Ix8" 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 1 V-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. 417 154" Prestressed N.R. 369 17 4" 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 Cl) N 0 O ° CD 00 E �a L �- v�r LID !, -� ,',•'mod `<w z W a 9 . o F" Q Lr) 57 CRIN W L L 0 U ` ' 0 CY) v T Ln M V) 0 oo u a � ! 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IZE3112026 W Y. r- WAI 12"31,2029 % Y., I" t0a 11"IrION ttd F_ Y_ «'I 1W9:20N Ek) Y.:a Y"N MY,, 12*1i iii. vie. Y. i,p I', Vi111KtN fk, "i"t, Yea Niiik Florkia Depadhi of Rusinan & Ptafainsi Rogutai Etutl&ng GrAles ard'Slandafits Product Approw I Appi kat Ion Detalti Nut, I L 4 r � Iff-I � � :a #� : � 3 I r I .r I � . - m r: �:: ::r:::i:�!.- - I T I I I I r . I � T I: ­ : . I �: ­rL, � _ = - T r I -7- , - I __ I � � � , ''I I � I 1, % ­71 � � ­ � ,,,,, I 111- � .111", ,� �. , � -, 1 ­ - I I I I � r rgr.., ,,;� I I I I . " � ­11 I I I '­_1­ -1, 4 1 � I 11 11 I I I I z Came ME21,4, Pan Aide QW. umAf 21-t daugf,Amar ;'i 11SUMA 14dim MUEahEtA A= X" A."e., .-..,A, =GT En -irwroE JI R..av M aftli- D4 & DC I 0 - CT-R h4ii Ecco - VA.L 11sif1m2n 1 &MIlidLID 111241]A021 tkidiii -­O.qr� P..tai [Step CM-4113 3 Ems mlean %0.cahqoq� S14-�fiii RI -I, Q� �­v­ 1�_ 1�doqim-w­te CoRp,hmi Ifedli C.,11% ta- Wk . Uio.y W, EWMIM.2194yate Qualihr Aiiird °91. Agingtittil RX JJ AM!gi rN 0 IM-- k%160 A-Eff idwu I Ai eii eii __ , - , ieg�Tsoi .Le 1__�tiil 12. VA � gii,t�dg tie,HY - JEAS-I PiLiflial.- V MID ­Iriwaa, ak-ae , 4-91 MID-51 VW MI rit- 0- r4f$4eill� I- 4� _ Y. W/A March ",` '2-',`,i1'-,_1, I it — U, a 'In 11 n g&711V A L am a,Z4 1 1 � � 1, I 1111-0 � M id Pi UJIME0111211,010flie 121:44 I 11 I As required by Florida Statute 553142 and Florida Administrathile Code 9B-72. please prcii theinu formation and approsi nmbers on 'the building components listed belo,i tihey mv1,11 be utilized on the constrUC,tiOn project f1'cr,s,,ljh1_Cn NSOLI are applying for a I .i I i,------ i I � 'CategoIry/Subicategory -_ ____ --- - 'I �Maiw turer , - - - - --- -- -- - ------ - - - -- - -- .. - - - .. � M Product Descriplion i 7Approval I. .� .. - — ----- - - � - - ---- -- --- - - --------Ii Number(s) I I '' - - - - - --- ---- - ---- - ----- — c i I I 7test Pressures " ­_ - - - . - 1. EXTERIOR DOORS I I — I I�WrWj i � i It I I ber-Classic and Smoo h-Star(NON-11vil PACT) I i - 1 +67,01-67i,,0 psf I I - i i I I Thear aTru . : Thear aTru I iE ­_ - --- I F 2 i!ber-Classic and Smooth,Star (IMPACT) i F! F I —..--- IF3ber-Classic and Smooth -Star (IMPACT) ! I .i -,------ ____ I - - +601-67,0 psf .. .--.-. ml��� I- ­­­ _­1 - -i I I I Ml Wndows and Dicions it ­­.­­ 111:1I � � ... ­­­ �. - FL15332.1 - F1_15332A5 � i I -A � 1 +40A& 10.0 psf ' � . ir 'Series 5570 - NOA 211-022205�03 . I- rwr � I I r . �:IIWPeliyarC-orpoltroantion ____ 1N1, 1 11A aeDa ..Zi eries 80/8 I 0010 #-1 ----------- 0082008X aEIE= U- I . I: Wayre-Dalton I I ii "Series 800018100/682001 #1 123 116V� ( ;) � law.-MVIN I I it, pisf r i r VEM � - I Series 800CV8,1 00 i8000 #1 124 (16X7) i D, ME7AL LOUVERED DRS P Curries DOAsion of AAD(i Inc I I607,707,727,747.and 847 Single & Pairs of Doors I I . SINGLE HUNG i I ! dows andor M''I W�.en:Dos . - I - 1. 11 .I �ia�% +61acl/-0.6 f E&H-1040M 6ps*1 I i Series 5500 ­­ I . - -..-. ____ ____ - � .. _ ___ - . 1=202 - W lla� i I - Corporation - ------ - ___ ---.—,a-% MBIN �FL1 1206 � — / - 1 1+35�0,-35.0 F;i?7 I � Pella Corporation i I - iii1f5iiii 11M9411Iim I I it -1.1 HORIi Wn­__ s and Door� �doI �_n llil f_mmMII I i � Pella "-"orporation i I - .w - ... i Pella Corporation ';Series Ml W.ndows and Doors I --------------I-- 1; 7- : 10 SlWng Window - I --- - - � --- �4___1.­­_______.__. : I 0.01-66.0 psf I I'll I Pella Corporation . � Series 1 0120 �_ __ _____f__, I � . +5o.01_510. PS , .. Pella Corporation ____ J i 1 0 Series Flanige Fix ed MUMA I !: I - MI WIndows and Doors : - - - - I - __ - I - 1______ 3. PANEL WALL - � - -------------------------------- _____ - - i I I k SIDING -------- — l� James Hardie Build i...n..g.... Prod.,em I � — 11 L ' �■' plank Lap Siding and HardlePiank Lap Si�6n.q ­ "I �l�ill'IIE3 0 X I - — I I . I ._____..___.._______...__._­.._ id and Vented Vinyl Soffft I� Soil 54 FL15272,1 - FLI it 2`72-2 I i +75.01-75,0 - � . Psf I I � I r :1 Alpha Aluminurn, Inc, ..Solid and Vented Aluminum Soffit !!! I !! I +54,21-54�24_ I I -.-- 140IM0110-1: I lnilioj I � I I I 'A. AZSPHALT SHINGLES B. UNDERLAYMENTS I ; i � ; - - =1 ______ ___ I I; Tamko (forShIngle Roof) I - I i i3 Tab, Dimensional ---...---..-----.--- - H 151b Felt Undedaymen't I - I I IN - . .. .--..- . . ___..... .... . ----.-.-.-.--.-.-...,I � I I as ygliass USA, Inc. dbr'nle Roofl IIPOLYSIICK � I - - - - - - - _m I C., ROOFING FASTENERS HQ1== ��� - - -------- --- _____ �� ROOF VI '!, l� I LATORS 'Thomoson Arch Metal Comp, i i� I fl I I i I Off Ri4e Veirlits ___ - .__ ... ___ - . - . 11 Florida Metal Products, Inc - . - - ___ VIM- anow � 0 � A � :: 11 �� - I . - __ - --------_---_--Rai DA4 Exahust Vent Is 112 I I I i _+97i, 51-97Z ps! . � � ­­­ - --------- E. ROOFING TILES � - - � I 1: -------- --- __ ______ __ __ - - ____ __ - - _____ - I F 16-7849.27 - FL,7849�281 i - 16 ',Saxony 900 . L , F.L7849.,---16 -__F.L.78490�20 l�� I I I i i IF. METAL ROOF � i Drexel Metals � I n C. - _ 9 1i i i DM C 1 OONS. DWI 150iDMC 175Si. DMC I I 14 I Z^00S, DIVIC 5V — _.. --.-... --- _ - 11 at � - &M&_115011*11 -I � __ A, STORM PA ELS ��Global ­.­­ - ------ . N ­­ I ---- 1. ­.. _.________­___1 � Protection Products . i rne-dcan Shutters-&-.9U, S ----------- ­_________ .----------...--�..-.-------.--.---... - ____ alvanized Steel ScZtorm Panels -- �Galvan'zed Steel 33torm Panels i I - — 11 I � - __ �6. STRUCTURAL I I - C COMPONENTS I A , WOOD CONNEC70RSI USPI 31'ructural Conn. . I - I I I I . ANCHORS ---,(-------�l-..=-------.,�-.----- I I Simpson Stiriong-Tie i F I - I � see chart . 1-M-011118-1,41i W Ali i ITW Building Components 'Alpine Truss Plates . .. I - - - - I ........ I I I MlTe�, Industries, Inc. � . .1 ! 'Truss Plates i I I FL2197.1 11 @ �C.i ENGINEERED LUMBER _____,______ � _.........­­. .D.L :iNIATERIAL I . I Weyerhaeuser ,,Rm I----.-------- I_ Cast-Criete Corp. 111-ligh - �i Boali-d. LVL. PSL, LSL I. I . ____ __ ---,----- I -1 ` Strength. Concrete Lintels � FL6527� I - F L6527,5 ___ - _. � — II lag A.. NOA 20-0630� 15 - __ - I __ - __ ___ ­ I - -------------------- 01814 .1LVZ= MMWX��Ho Str "ith Co,n-Crete Lintels = � - i i . The products, listed below d ,not demonstrateprodiiii-t appri at plan re�Aew. 1 understand that at the time of Inspection oftheSe PrOdUCtS, the following infbrmation must b I &I - - = . I . ct approval, aval'able to the inspector on the jobsite" 1) copy of the produla. - I . I AIP n PLICANT SIGwATURE DA7r- . ; 'PS � = au�— t2=51_ 5w i _� � lL- !J­i" _--,' d­��­,I�,, � - —FPi�p D,� i� �fI� -a N - - -EP12� .I-e- 1L � � T Q iuri­�iA ' L � 4 ��-i :1i,,� I ,rl,I'Fiiirr Mj�I� - ` � ,,,,, 14p , I'A � r I '­1'i1'iII FdL L;L I _ itti t 1, I I" 1, 1I_,.,,: ��t �­� [ �LL, I, , I - _. _ - :r ,,� , � ! �t'F'�l����L-��i'-L-,"�����i�"'[���o��-'�r". 'I I , ­j� [:_­,�I_� Ir%T "_' � ­' � . , �­ , i � = - ­­­ � I � Pr1i ', ,,.__� r�­­ I I I - j I '_",'� �; �'-�� X ._" I � 21?,I,­I. r , _,� -_. :� -�_ , �, , ra,A,�­,_4 , ,, I 1,_; I .il "I rNrlll - � I I - i FI'.' I - _ , ,,�� ` 'C, I I - , r - , - - _ - - -I �­�"­ � � I �� " - I - 5 -r,��,_,,�I­ � , L 11 Ir-, �'��.St� , li, t� M II , . �, , I I �11 - 2 - I ­­ I - - - 1- ; I - I �Ed�� I - � ­_ ­4�_� '! 7�A7-:3 �­ Z , __ I�. i I 1 ­r1r �,,r�!�,, ­_ i �1 ­ i­ 1, - -I �_ 0Z;,6'0,e�'�M"'�,�)"'Ip;_�' _�:X 1' 1 �11'4 . 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I It a � ",',"l,Il, 1i Iguilding Codes and Standards Product Approval Application Detail 3'tj5i,202�2 FL#6259-R31 9-9-d 9 f DM-z PM JQM PAT& P-Ift MOM RM AMILOO Manufacturer Contact kogk"IA AHORM.12it YAjW9W §e&Wl2S9 Eftflftfl 8fiffLOY29 Appit'llod Revisicn'-!(320 POLYGLASS USA MauryA�pelt, .Ll—cen- johil'N MOW202D -102VXIM FBC 12JI&I"11120 Catliigary: Ronaling S95423312GOSmaip,ed@pol,y�_qlass-cotn Robert Meminen Knezevicill, Pr� AAM231 SubCategory: PE-5916-A (954) 772-V24 11/01=20 Vndedayrr�ents Comp I On ce Math od: L�.*Qationlit"ficorn a 7 . � forida Rlsgis-,efed Ardi tect Air a L cernistai Fonda fcraf�--aslianlsl - -rigingin FL#62§9--R31 Prgiducts; Q9AW-6WWM,,gr9 AMMMiLtir.kial; tenrMn'tattpike lligmid QPAM A--O f1sollure: MDEDli-Misnicar of t --ch-o-cir I-QLl --1 I L—MUOISAdica Data Ill ifibz QAE�kl:g& 1121blell Ewalt I fao�ajjaas ilense? 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CINWSIB, �-NWV4 C00.11,IP. Y2, CNWM� 15da Ck)upfelt Nuts A CJILIO11551, CTUL)ISI CTjC),.1rQ1 LTLII CTL1107it'i GTUO77L ��PJD57, CTUL)l CTU097. Coupling I ame4Jp Device (I I U Site, C T uteg 6) NO,14A M, NO Heavy Hex [I 7 R7L,T-,,`t, ii UID3R. RTUL)4, RTUID48 RTUDO. RTUDO, RTUD7. RTIJ08 Ralefietirrig Ta"­U 1) Del ice 11 TIODet, I LiIL71 0 Take -Up Dii�rco 9 C TUVVI TAle-AJpWasher 10 URS13 AS" Uplift Red Ran Tre.down Svzhern I I URS4 'If2'Uplitt Red Pii Marl Syerain 12 UIR-CL5 YW' UpItt Rod I Taidown Sysitenir 13 U R _5(5 801 '' UpIft Role Ran Tredeton Syeirem ELMI S" X Froduigit Migidid. NurigbErrOr Nam PEgiduot Descripitrigat I 0TT2 Hold-down 2 H=15,14, HOC1042Z HSJLJL�Si�ioo . O HDCA Hi-A)CII, HHjr;(jf4 HrIki-dinlon 4 HOU2, HOIA HII III HOW 1. 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LEC6, LEW Sol -es hangerS Top III hangers availi in,mcliti ranging filorn 3-114�'Eri 6, � 718" a in hirig hits lran,,- mg frod'it W to 33-1)2' 24 Z � N, W- 6, N', EG7 ,,am - mak Ili a n g e Fit Tap flange, hangers av ail able in vmd fill lia rig ing gom �1- I 14�'to Q­ 718" and heig Its irri g ,Ing from 9" to 32-1 �12' 2E. him -11 mierl lialroa ri, TQ!p flange hangil lavailial in i'Adthre; ranging frinm 11 016" W $- 118" and heights ningting firrin 9� i 14�'to 24" 20 Fir, Pi RFII P"DoOor wal heisiq , eirs Top fiang�,) hilarigel-5 avallable in widdri of 1-911i and heighm ra riging from 3308" to 7-1 16" 27 RR Ridge rafter conifeclor -1b VFP oetoo inertoors 'ropflirrigordinglon; iti,,alal n%kithtirangingfrom W16107. 1/6"arid heigintirionging 94/4"II LL#LqffigM &M_# finygluct M2dgill-Kirimbvir ol Uarnia- I ABA44, AGA,44R. AISA48, PIFA413R. ASAI Auli'L86IR 2 Ai ABU44R, ABIJ46, ASt-MIER, AR01.s_ABU5.roml Aam, ABLI616 AS086R. 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", r �L! I, I I I - , C�� v v , �, ­ " ,�L­�­ 5h!,i1,jIder­J S01i Cirling, 11 ri.q.,ing t�; i o ,�o, �1, , - I n ", - 1� '4 o' I ;I, Il �',A '-fil I.,,� III 7�[I, ,, 5� i I�L;�: ,,, , , I 1 t-, �3--­i,lf: 1 -1 - �?P'­!L'r't��"�­L, . I - , - I I r I I � 11 -1 I I 11 I , I I a 4 z z � � . W mi 3 dition . . I � , AS 1 11 � � Q! I ;ue =. me,,,,, .4 , I - - 14T, I �, le �� 1� . � - i X-4mmmo I W. I � : �, - i I I' ; 11 -7Z �, 1118 ,� , I "I 991III,,l.l 110 � I i : � amuRE&ENE= M , I� �40 %l , � r" in 11 "IMM I v" ( ;oC-D.... ogemmill- , __ �-1-�.� < . J_ ftk if 'a ­1 � = mg�' � 4�$9:) Ph III ", W. 0% Ar - % I L.L. A 11 it , Pis, 0, M (D Cn M rn i< a- �­ " M Uj = �>_ = < (D ___ __j 71 ___�c _j a - March 6. 2023 SHEET NO, PA 1.3 MM%t 111110"MIN 1111II, MIAM flooDIX37CONTROL, SIXTION' 1, cal Is W -�I 6 S!xaet Romo.20 a DEPARTXMNT OF -UND ECOI R ZE SOUR CTS (FtER) Noznu. Flouda B: 75-11474 BOA-RD ANM CODE -ADAUNISTILAVITUNDITIMN' NOTICE OF AC CEPTANCI j()A�) PGT1ndxx1Stri*s.1nc,, 1070 Terhaology Diir*, rdt A4, nic e. YL 14 2 c Orr on� of r �.0 no not dc,cUln"en tatiloin SlatAmbed lors Kbeez, te 'vieoled and accepted Is , vbliaon- N�de Sectionta !-a .1, 1- ant-i Zhidle Co nar tr): an a" r die AR. T in ams, o th ev th an Moons D I Covarv) vsl e rve th cc r 1 ah t to Is a i7e thi s prodlic I of inAaelial �es­ejlfc-,r fLion-bity a nswasoce inup.;nei If this, Isrodact or Inaterial, fails to peoonn in the a cee pte-A w lisi Wd"to d! to X� mrerselves the ri,&tto, rerv-dke thm, ,osa cd &-e nae, Isf-mcb, Fnoldncz oi material wt JUMP accel,xtaace. if it i!,:,df.,�tetrnune�l'b�,%,�'�,ttf-anii-Dide COWJJ�V jh'cdtrt Contlel SeC tion that thai ploduct of nattertal fa I I s t a meetthe retinneinan ts of the 4licable btalding code Thi-t prodoct is appw(rredas dextibedhetein andhas been desiped to r-casplyordh ffie F1 aapj&rjj L'*11 A r PPRO a A L T-1 0 CAM ENT� I)i, � I 1I g N10. � -NM, - 5 11, 7 0 k R 0 1, � R �, titled V!lr �1 S 1, 1: ( I Uk a C r ILI, D asor N 0,:� �11111,NCH-,� daI 1 thrIalem 21 air 21.preparedby m�anafocnaac date'd 10�05;15mad lmsT:re%1!,me41I I 021011,11"l1­51i, mid scaled gned k Lynn NbIler, RE , bearing ldi Imi- a P the, 1,11 Ia Dade C!4m itir rodtxit Control RevtsionistlaiW qrdh the Notice: of and expirattiOn daI boy- dse'N1j1,aaii-,N,&e Ciaaaqr Pi-0,41oct Come! Section. R.ATrqi,,,.: L a rge a ad Stan, 11.Nliis�sijk ImP isc It Res ista at I'L had , ratjema� I Se�e table 1 (diett 7)� miti, te"Ible 2 (sheet 8 1 floraP, ficable de- piessw feitnsl P " ..Deet glass Types. mll r1ser isee tables B-1 & B-,2. sheets 7 -81) ass � . � qUaeMents M z! anchor lajout Rilold Wlatv P%'C-, Tag �Ncml-trfide) ]d 8je. PVC andlb-awxt coalted (Pium or laneasted)A Rio FVX, to be lableled per refftlencedN11k sretlmements. K Em L ea- operabil � ftoit� Innst atmrply� vvi 7�i oh, Iran 4. P a c1cet wa fla: vnIker sepaI appuav il,, to be revi elI s-,v frundine- offir, I al L.-ourxc, � Each arat anall bear a ptr= vaeot label imnli the nwalfhctaaex��s aameos laps cirv� sWite and s&r sad folkvvring statencent V03diam-Dide Cotinly Peesdbct ContralApproved". nolted hemiti. PIM-N EiAL of this N-0A shA be cmad tied afterr a renemni applicaticaa Islas beeafiledmad there ha,5 beenso chan, a- in &e af plicable building code uegamotky affecting lite pedormance of p1rcolact. TMMATIONN of this NOAavill occur af �#.n the empiratite datem if thei-e haebeen -,I reliWM -orchange ia the mat - Itut niawraft-c-ture of the prod'act on, pro -Misuse of this NQA as an cata roescem of any- precinctT end's aze, aw fol sales� ads or Say sball, autoaw6ctd1v*=sntate fins NOA- Falaae to TC, 011* 1 oI ADNTRIrST—MINT - The NOA. autubet- Ke-eaed by the worlk Nift araizia Coiwy . Florkla, mtal Its Itowed b,,,, the e%libmuma date mac� be displayed UIad-.w6smg la-evIewe- I. in It,; enal PV-51"ECTION; dimunta t slid tloallb�e as,:"Aldefior inspectiCatat thejolt siteat (bertalaest of theElaildinglOfficiall 9 TnirNOA & renevIrs and camwiT-vft of t1sise-age A ande,%,idaacepages E-L E-1 E-31- P-4 E�5 & E-05 a s Is ell as I doc,�itpamnr, above. "�ajj jel�jaared h% flina L, Cjoanda. PX. The sleftnialed dicennietIta NOA NL 0� :i 41.1 a F A43 'Ap p,r oral Ds pate: I PGT,htdm rritn-,. lon � NO-FICE OF ACCEPIANCE: EVIDE-N-CTI St!"BMITTED 2. Evidence Sniannirted, undet,preTioua submittal X� DRk1XrqG.S L Drawdue NoANID-5571YA) REY B. titkd 'Vinyll, Slidia g Gloss Door Z, ("I A iT lkl)­ 1. of 2 -a and lai,, revised an 2- v1­1 x nu -k-lerA - C- IF, throrti-b -lcrteplxedb�-- - nitfact.1 far 4 04, 2 1,2 0 � s 4 n e d an d �-, e,: deid b= y - A - L �mn M i 11 P 1E. FUSEEF914W, At 4 "Fest Iser FTJ(7 attion �Aiv 2=Q j Air Indirr T M 2)'Unifonn'Startic Nir Presstirr Test� Loadin, 's per FBCTA S 2V-94 3 2%2-94 )'Water Res�sraace Tzo.,Iter FBI TAS - 4') Large ItEss fie I unpa; c t Test pc-rFB C,, I Al S 24) 1 �44 5) C yclic I'Vind Pressine,Loading per FBC,� TA 9Z l(I)l Qv4 alcaig trithmaiked-up dralvvigs add iastallattm[t of 4 I a iag, aw a 0 P (-j-1 I it cl It stries" In c, rtpressentattrune arars h1s. Is, ry and tested to qualit- Dowsil'. 9 1 and D utvr�4 08 3 iala­ c pregna: edby Ferfet i ration Test iqg LA kxasrosm 1D- Tect Repoi-ts Nib, -. " I X)�F03;14 - xed Waidlow (unk 6 in pfoj*salji� dated C FTU:789711�1' PGT PNkT 5,15 20 Pl',( -, ft M-20-21077.1. PGT SGD780 S141119 Glass� floor took in pro FFL-20L 2107�2, PGT VC-A-114fi -Adoxr- Otltsvv oz C-assmosor Wrado-'x road 81 ia Is 11 FTL�20­ 2`107, 3, PGT 7- `%71620A Ahaminuni Fixed Window (lant 9 in proPosaB and F U-20-2 1077AL PGi-P'W7i520AAlunim-umF',,Lx:e,:(Ilk7'iudowo,;rat!Oin�li,t,�o :d)L da ed07U1210, all si laas gwid C. CALC ULATIOIN S L Anchor, Rrification cialcalmacars aild grWI mtatl,"'$ii� caaltp��iog rVall FB( Edition (24120), dared 04224V20. prePared by oxvitufactater, agned mid sealed by P111E Glazoigcomt7 ,�vftliASTMED( -0­1-=-09--12aikd­-16. D. QUALUN," AISSUKkNCF '141auni-Dade Delmninert o il Regalalor� and licotacanic Retosawces (RIT L. AMUTERUL CERTIFICA` HONS 1, Notice of'AcMtance No- 191-030-5.02 tasued to Kuraray Amertrot, hic. for their --TrasiW 11--inaidear. Clear,. andCitliar PN-B Glas's lutefloym­L7� C3 Irm" Oil 07JOW24- Notice offesci arrx No. 17-0803.0"' issmed to Kuratin Xwerica, Jai c. far t1refir 9 -CM SenuTGlast Klear -and White) Glass Interlayei Xpffm C 7?N Notice iff, Acceptance No- 18-1106.10 issued to Vision F-mr-asi Lamed ,,"or tnev "",Brown C'oated (Painted or Laininated) Wile R*d PVC Exifriar Exta,uslous forWmdoxrsandDoors-. expriing ou0f),`30,14. 4� Notice of Accer, ance NO= 1.3-1106-11 ts-st to Vision Exxrost lot d fv-, The senes --VE 10100 Ton 20-1 and lighter shades (Non-WhEe) Rigid C ellukad- PI-C Exterior Exim-dons for NVIndoix-s aud Doors— expirazz on. 11219-12 It Pro da-et Control Unit Suptni zor XQA los� :i4k.101:F-111113 Expir4ficuDI ApprovatDaw 11ank 15. E -4 PGT Industi-I'm llw�I� N'OTIC T OF ACCIP! ANCI� EI-IDEN(I E srilnnm I. E vidence mdoirdirred and tr preylo ti �l, NICIA, A,. DKA'�IT�GS J�L N�f 300facturer''s die dr,-,sx,bgs and 1:S'Ijba-jr ',C lei: I I I a� sl't cts 1, Sum. 21 DrxxnrgNo� NED-5570.0- titled 'A fl t 0+05!17'. signed and sealed by 2� L tia- N'jWoj s�; E. 17100ft-cm -11 r I T F S '.0 1­ J4 eat report on I U! ado-na S set li�� Air Pres. To B TA - � 2"' 2i L -Missile Im t Tm pet -rB--, TkS 2 1.4 L. -Ul F-C' 1" 1 - 3 9 4 V Cyck Alad lzftos Lond r ' b� �E �AS no kia��, along wifli marke I -i p drawlap Sand iml allat ion d kq f t granit of -Vartl diding glas& door, I� epated, bV Fetrestratiour Testing Lab� Iry T -St ReportN�z FTL8717. dated. 1�`1`071 signedand b!,,� Cirtega.­P, E, tep"011 Mi5Cd on 02=15 46 and 02"'Z4, 162 2, Teal replor I= I .�ka' Per FBC, IliS 2CF21--- U nif 6= Stntii� A ff- FlresE 'k -I - F B C - TAS 02, - 4 .1) 'X"aferKnisdan4ce Teot,� 1r)eT "td-C Ek!S 202- 4 'l L at ge T%,fissil t,.� 1r), 11 oaf "Peq,� , , FB S - I pet AS 2:10' -94 i) C")­cfic Wind It'relitame Loadihr neir FBC- 11 S 20 -4 6) Farced attY, lies FBC DA S r) 02-94 afixl�l with nialked-up dm Wins gs, and installmion diag x, of - din INep.11six ,9 ;r n val. skdmI sealottlevIdalt s0rterz P-v--.-. ret it oirviied on 0 1, �4 16 mcid 02F `111 2f est tepw an -02 N F 4' m Stab: tkil Bre6m tze Test pet ' BC, T 'A !S' DD-2-Y 3 Wateir Rviamice Test . per FBC',� TAS 21011-94 4) Large Missile, in4tiact TesT per 117-B, C, T;kS 1 -04 t J 0,Tlik '5had Pff5axe L oad 4 pe, FBC 2�03-94 'BC., D 1. `!,� ; , 0) FD c, Enrnr 1 el�, per IF, 1 %S, 202 -90-:1 alo ag nitla mauked-up dt n, aN ings and In stalla It i tal d ia gr , of " Ir fityl �s li I�l ni g g kw�� id o or, pfelt ared by Lab� Inc_ T�L�st RA, ce 1 �,41 N�,,­]� F`1718547, dat­d I '111J411", signed and d, by Idiallisis Ortega. P -E (-R- >orr felillsed on:021 5,16,,� 4- Teerl —re pcat ve, 'U Airle Dar, i>er FBC"TAS 202-941 2) Uinbxmi Statil A,ir Pfessine Test a, Ixt, FE111C. TAS 2022 -9 4 o'B 7A I , _ c 2 3) Wates Reci:D-Anci Test V- -4 4" 1-arge ]Inlpact T�est per EB C. � TA S 1 -:9 4 5l CYch Ward Itle,&R-ire Loadifla p-lo F"BC- TAS 203-04 611porz Ear T' 1 rpc �c­c'j:j jsj�, FB41, , J.AS 2(rCi al'-'Wr WithIlia4lZed-Up dfa%V' P4 2nd al.�,tzllxtma diagrtav� Isiv slohng glaio, do Z� - -- "'-. , Pfeil, % d b -, T F t a e- Sq- f 2 - Irw It les-ttg Lab- !no-- �&t Rkno­l ' o- FTL 8448- Ugued and !i�d by Idaknis Orte-aa= R E- t-Tes-, retrovi toviscil aa Q 1 �:()-4r 16 mid") 12 1 '1 6), F&Iir,0� Chomda- PLE- NOS Nt�� '�L­010FJ13 EorlrorkroI Aprir$14�2020.li Apr� c% 1, - o I na to � N [ aL r C h 2 Z 0 : I C G1 Windatrsand Doors. Inc. NC)TI( I OFA('CFTT.k% CE: EJ-1 :NCL Sj"` E N LA TERLk R 11H, �`.UIONS (can "ma- t:rjrfl;70 f yj'� �j 1 7 �7lf sj"La cc �s 11111 1:249 XV"%7TR­Pass- AST'M 17,698 AS 7�11 I:1 ij,og� B- lor. ��F, A' rvT IL G- --N r Drwa Jt­ a-o­-PaI tot4derprerffin-k %U4�Vp� D 1, ftonlex off Ptjra:fi� ctoa*ilvxrl��1�, w--It AS T-1-1 C-518 Jlbxv-L�,iotl Covdmtnnty� 2 "'.2! ht ­117�';F- AS 7INT. IF L249! r, ASTIM D 14,14 -Anvora. II 3S6; ba $ bevellomuent -20OF as 48 bri, 1 �819 L(i 4' rabribr No Fut, 1 E "�46 Devl- Point 131-a� 09LOS)r 7- V`ision Extrusions& Ltd, 11WS coiLl'Ill),ing 1 l",, X77 afy Sp-m-eviLk-Alicra p� 'Y alli")T Pftd,i E f of Rigid Pol, NmA C-1doride CIP�,'�] Ext w- , � av der -'Q)-4 N� a I 040R 05) With - 8 Visilic)n Extnisioi , U& Parts c=, bying Lk 30-13 f-s',atbat irted ander X0.4 No, ls-0,41flz 65) Ew,,nnoi- al, -nnor, fc-r Rimud C 13� _Cifk JLJUot, FIV NIA Y 3 J, i prof PrI�tfks fbir Visoo! Etftrumaau�, Ltdr­'1T-X-1 itr- A fie y AlNtsi Cen, I'l P I A I (I Notice rof Ar-censaace No, 18-I'L'.11-,I�l��IstiedtoErri7giFe.ne�,-,,�r i-of flied 'Tarl 3040 & liglit sbade naon-trlifte"j NAlifte RW PVC Exredor EvIfI1510115 for 11- Notice of Ac",ceptance -,No, 18-0122.012 t-Solsed tor Entrar FenevrVlou S0111114M USA, 111C� f0f a. _aIg Cy ffira' Stries. "'White Rnijd PVC E:��Ttriiof Lxtrusb)lls ioi� Wi dows and D4nr 'a 0- 11- Niative of A'sceataInct No 2"­20.1.103 issued 'to Evers-' Yen �,SA� inc­11,or Ini d ­Bronz & light sliade en �e coared While Rigid YX-C Exterior Extrasibus for Windows and Deal e, o orr I � _ d,,rl 'I I �� :0. 1 e4 gj, L Statentent letter, of conformance to FBC "I Filition i2020 ' 5. -4 2,21 2 isscaoll by ,tnarmtfmc txtrm sigited and sealed t -?, Anthc L%= Mfilsn � 11 E letter of' no financial r-'rereoN and of Indepetidew, iswtd 1, 04+18::'20 � signed madseakd 'b,y AU. � thriny Lynn Xhller� R E m Private Labelime docanx-na bet-ween PjGT. almit,,�:�11 03,z? 0o, 15 and signed bv ; 1`1 nivol-tIed parties. OTHER,$ L Ud�i revises Nr(X.-V,, 1 7-0420,( �11PITTI;1�1(131`, ind? nj,�a:lates to FBlC202b (7"I'Lldidony- shaq I R1 R T�st *� er-- .pfolxIsals #19­11.55 r1latedl I HICTj - Tp%rcc RE - catraga 14,21- U4. 1-,haq L C hands. F.E� on" Uair S,4-perr"jp v0A­ Expinatiou barux ApOl 14�VON �ALJ)p 1L,4,l%j �� Do te ; Afare 4 '-*- NO.'], B, TESTS triantinued) Ts:� F ­,-T. 7.�k'Sj W'­r Teit report on 1) Alomf .202 94 %inifbora Static Anr Ples'-z-are 7 'FBC T'VIS 2­0 fft J)ef - I g - ­' �r%,�L -4 31 Water Resotanco' Insta, per FBC. IA.S� 20-1- 4 4) 1mve t le- hnoac! Ten,, P,�TFBC , TSI'Sr, 2012-M T j"i ar-- d Pres: oire, Load fit g per F B IA',15 .5 - 57 4 1 C,5 i F of Yr, e E fs ry - I i - D e r F B T A S- 2 0. caff][ed _JL�li distwmas and lr�i! allaI (1=2-71clal Cd 'Vilort slidula 213515, & I% imr 1 r�4, i 8 1!.' it b, ly, Feneatrarkal Tes''Iting Lab,, lnc�- locycan Nio, FIL 11 15- "41smed atic 104 aud 011 Llff�:j e- -)Ttegga- P E- I mlort revk - ak b%, Id. (" 6 T�51 reli'm oil I Ak infift, nation Tel -A, Pff ]EB11' , TAS 2`012-94 21 1-1 nifuf I u Stat ic All, Pres onve Test - pet FB C - TAS --'=F 0 21 -91 Tater Resistance Test, ivi I -BC- TAS 2�404 - m`%se �`Bo--da lr=Ds�latt jess Der — � TA � 2* - 1 �94 r --- C S 4011 ze Loadiniz per FBC.'LAS 20404 alot tg 11"I th,avoked -op, c1raLtv nigs aad installation di, of via�4 sliding alass doca- lvep. b F me S-Itf a tol n Te;r.' uli- L k - I lic Test Reoort Nb ITL do LK started are sviled bsr P� E- 1 felsool feVlW OU 02- -2010 7- c :?n I 'idbarm Sitatic Ak Premsime Tesl� off FBIC, TAS -Wt4l ID W a- C � Tf-% per FBC TAS,_201-94 Cvc-L-c- Wind LoQ41iaRne1rF3r-,C.TAS: 203­074 along wiffinxtrIted-up, dlraolings mad installation, d1w mu� of lTnnrl Ad - ii1o's dooc prep--tJ by F 7 e a t iss La t i - I ru o T is a t R-e-ja o v N a � I T L 6 6 3: 18 (sm lade a; -� k - I i I tru 2" ; d a n P md sealed bit Imn-e -4, (' - signeol ..nso - E 4tibet it TI der _V41 4 Na. 016 0411. U A 8, Fear vrp tel per 202-9. 'porl ln - W Infiftivion I F BIC !AS 2 2 4 M 2r) 1,Tififen aStatic Aa Pressim-a Teg- per FBC� TAS -102- 3) lWhter Rien: Teet, per FBC, TAS N112-94.. 4" Laq W �,Missde laq-Mer To:sT FBC. T,:'%S 201-94 Wind Ptmoov! Loadmim per FBC, TAS Xj%33�� (5),FcI,rced Err FBC- TAS sdcn�z WAL raafkrd-up, diawing and installation diagrjj of V*V1 diding o0r, pieli. glass d, by Fenestration W-iog L'ab� Inc - Test Rqott%TNo� FTL 6337 (sainples A- i t1int A-5)- dat 01:11 siped mid stok."J If JOIT-2--, st.- ConSo- P2 I tI!4l't-niftlell HH: iVOA X& -H- Di J) 709) CALCTLI.ATIONS, I r-A 515 eh -- -7 14, d jb I and lostal ssailv . cofavloing wit FBC PrepUft'l tri PG T c i a t e! d 12 0 1 9115 aud I as f re-vis --d a U, 0 1 -5 -, 1 1) simed end s&, bv M L '%fdls! FIF o�� 2. 11 ccnnpbtcs %vzfla A SIDI 4E- 1300-0 Use 1- C:hxada� P'T F;na d= r ic -Oatroi rWT surtrr; N 0A No - : i A : 0 4 P Expirntion Date. April,14.V�-'6 AppyrivAloam Nfareh ;,:411 PGT Indintries- Inc, 1h 5" ��Pvr- Uidturce Subinkred L Dnavvu�W-7 No- Ramv B, otletJ -�%�'isrvl ared 'Wov n, d I 1� and a, of.' pi L prep 0 d on 0`1 mg,red" an SaW Do A- Liam P E, l "'vTo -)a C-0111,1515M replacen 1 Ac-If d! T11 be o0u, !no a= ­', lcn. 14 -3 B, TESTI$11 L CALC UATIO.SS 1. , one- D, QUALITY ASWKMx( E Mianxi-Dade and Ecowituc, ResmLrcc:!��(RERJ- jr- ­ERTIFICATIC)NS ILUERLAL ( "'11 'r loo, �i No a ar Ametic, fa L It if I h#,c or 'Ale Q Ultractear. an d War P \,'B G lass ID befla�sf 1, eXPU111a can U!%t;� A -7 '0442" "Seno Glaol: I(( lear and Ulfite) G bvii� Intel la-verz 1 0. anted (Paintos! or Lamitiare-di'Whire Rialto PX'C F-iterior E:rrrusjons for WindaIN anid Diloors". expIdInig on 100 30�R g Or �hejr No- 18-110C11 is F-xt 11-imited f - sen� ­N-E 1000 'Fan 202 and itrei Shades Rigid Ceflulay, Y%'C Exredior E%tra"�jo&�, aj� and Bea -q 11 e:,L: an I I Statement lelte., o'f forlmaincit, to TBC ", F144rvu ("!0:0,1- d'nfe�d ij)"11)l jo, n=n,r2ct-nm­- i�ipw xx! s-ealed lov Awhony L-aui !V P'F� 2 larrvate Labeling Apeernem dzzed tVflVeen P("T -I Ino' and 1,k zxw,& and Docas, Ine- siWd lxc 1- 1 &WIli, RE. 'VID, Emem'e".-Dig, on beW OTHERS 1, T.hirs Ncrld revise3 & reneivs NNOA :0-041MOS (PLAL wiCGI), e'—Kid ru"AlA.,26 P P1 11ae ousterki associ�,.-ftd PLkCGlfile--i"105.01 se- r AL Pv�wrktcv Coamet Unit Sup*rns" N `O-A No� 'l-ONSA13 Expirmson Date- Api�14-:0-i's A pp r ao -- --t I D a ve z ILI r e Is '. F� 11OU I pl(': "F I' r�,:[ � �, I � I . (" s , 11 cle s s D I, % I I-- I A. L 1, RT lyr I C A T %j V VI� N, 1 4- XIDI tv,!11� t r K j cc ii I P 't T"" E x r i t rsi I v" I o I "j, 5 a a, [N :41 A"� ��t t U, i A 11-r �r I la PN'( 1. vertc�v 1. v[ I 4� ii��l I t f1l, I �j 1'� Z Is �q 1:1 t it fila u� i, trl A ;l r L a 11M I i��( E 9� 4 -W X1 0' 01 If I f) I A, P !BUF and 0 -'A I-t tf I _P g.,14 J�Al�(, f­% ALUI jcq M Is 11- �1-14711, ind D,, o i clattd 2 1 f) I'o J) o� 'JI j, I "anc f, "o�r co- Ac U. B Ile 'Ma -P! , D 8 W a 1; un, 0 N U� A 0 =A �,Mgl A ar S 7 Lll)i I k ov Ana S*11',,,�ED*-113 5- Is Ued bV Q V is f ew Uolo '3t 1 4 11 6 10 7, -a `--nee 'Nci 14-0016-11 v d ;ol' mf�n; A w w WF affid 1111.�� eKulnng o:ft 04 1 X� r Ilea 'T ind C olov PI�B latoda �z "'Ii �07 �R, 10. 1-1 � rr-- ---- r_ I A L _lob F- difitq, FBC 4L NcL -Uisf rn ao 11-11all�a 7 d senled 00, LvLn �U-- f P P S �r T I i 6 [4 t L ILI -1 9 T, � .1331! 2!�� 41 J�"hh! V V-1 *, v t ��O A No 6, Ayp,; q�,, ic:h I �5 P: I JUL 2 1 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 d) J-- U') > c) 0 C) C-7) -(D CLL,, U) 0 0 0 > E 0 00 .Z­ W mi see ge W Cz ]k -A se > 0 . — < 4­0 0 7C3 0 ca co < CL a- Cz LLJ < D- S!­TEET NO. PA 1.4 March 6, 2023 > MIAMD MIAMI-DADE COUNTY N 0 0 0 PRODUC.7 CONTROL SECTION Cast-Cr U 1,J,C Cast -Crete USA, LLC Cast-Cre.1c I �SAJ_LC CL vj1LOp DEPARTMENT OF REGUL 'Y AND ECONOMIC RESOURCL I 18(') 5 q IN, 2 �5 st rl,%t, R�xl� 11 ? Us S(RIER� 84)"A" AND (,'ODE ADMINERTRATION DI VISION M iain 17 ��ri da -3 3 V? 5-21174 CD '1 9 3115-25 %) 17 (780) 315.2 5 �9 M),1710E OFA-CiCEP TANCE: 1� N`I DEN CE SUMNIFFFE� D IN I I' 11 7�, NOTICE OF ACCEPTANCE. E VIDEN SUB " F D NO'Fit:l��(')I"�,k(-'I��t,'I��'i�,,NN E: J')) NOTICE OF ACCEPTANCE MA . I 1. EVIDENCE stjBmrrm�D UNDER PREVIOUS APPROVAL #03-0605,04 3- EVIDENCE SUBMITTED UNJDER PREVIOUS APPROVAL 412-0209.12 K,� IDEACE -,-al,,_�BMITTED UNDER PRE�v!OUN ATIIRO�,,kl, 14-0903-03 C) 0 -0 — t-- Cn (D Cast -Crete USA, LLC 6324 Countv Road -979 A. DRAWINGS A. DRAWINGS A. J)1�0AVINC%� Seffner, Florida 335-9-4 -n 1. Drawirkg Alo. FD4612. titled -Pr, cast and Prestressed Li ielD Wnils sheet I of 1. 1, Drmvingft�F Psl=Z tilled "Precast andPresj�-essed Lintel Details", sheet I o-f j11 T), r i _,4 7 herq io! = LL_ M prepalledbyCra�zi"ari-i,,io,P.E. dated March 24, 200i Wa-" DrawingNo. LT461-1, tilled 1, prepared hy C�abr�y Parrino, P. E., dated Afarch 24, 2003 and Drawing No- ", ­ � 0 � 5/2j N-) 0 U 0 173 > SCOPE: "Cast -Crete 4", 6" & 12 " Lintel Load Tables". sheets I through 3 of 3, prepared bv LT4612.. titled "Cast -Crete 4 6" d- 141 " Lintel Safe Load Tables" sheets I 301101 dll /11_�i (11*i�:or- "--ed 06-12 all Q) (D 0 C.- This NOA is being issued under lhe applicable rule�; and regulations governing the usee ofconstruction materials. Craig Parrino, R E, dar- - Alarc.'z -14, 2003, Iasi revision 4 1 datedApril 28, 2003 both -rino, PE, through 3 qf 3. prepared hy Craig I'm dated.,Vlarch 24, 2003, last U) 0 The docuirientatiot, subaritted has been re'vievved and accepted by, Mianii-Dade County RER- Product Control inMiami draivings signedand sealed hy Craig Parrino, P.E. tedandsealedby( rai�, Parrino, RL., cw2 C/) Se(lion to be rised Dado!C��)unty and other areas,where allowed by, the Authority fla%lng juris(fiction B. rESTS 44arch 2�, 2012, 8, 1 This'NOA shall not be valid after the expiration date stated below. lbe Mnuni-Dade County Product Control rpnflexuradlesling 4". 6" & 121­P1V(%K51 Cdtuc-r&ii�� Lintels Fillediund Xfoiiels, tt'aal of (13) perAS7"'11,L­519-94, jwej,;ared B, TESTS Cik I 1. 'IONS Section (In Miami Dade County) and/or the AHJ (in areas other dian Miami Dade County) reserve the i6ght to have hy,,Ipj�lied Research Labortuari-ii, Ropiorl No. 3 0404A, dated 04/10/0-3, signed and �CUI_N �"V/9�`W4 this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed bv Chrislopher A. hiamon P. E. tlh� �iia �J M V hij as, -­?e i,,ac wil liogesil,,01 rinoa�zh� 236, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C� CALCULATIONS C­aF,�� P_,,­ 1, i� ,,m4L�ea/Pd I- P,,�rrow� P 1, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material C. CALC�TLATIONS L Calculationsfor Casi-Creie Lintcls, dated 05129103, 207pages, prenared by Craig D_ 1. None. QUALITY ASSUPUNCE 0 1 11J. Rlk 1, C F fails to meet the requirements of the applicable building co Parrina, P. E., signed and sealed 1�y Craig Porrino, P. E, -de. 1. By 11i.ami- Dade Counn; Department o/ Permitting-. En virowneni, e.vid Regulatory -t-qaim 2,1 Caiculotions for Cast -Crete Lini, Is, dated 05,129103, 14013ages, prepared 1�y Craig 1. 'k F 1, R A r HONI_; 1"his product is approvedas described herein, and has been designed to comply with the High Velocity Hurricane Parrino P.E.. signed and sealedh1v Craig Parrino. P E, E� MATERIAL CERTIFIC'ATIONS Zone of the Florida Building Code� D. NIATERIAL, CERTIFIC,NTION: 1. None, A11FIR011"Al, DOCUMENT; 111)ra,vving Nc),J'1)4612, titled "'Procasil and Picstressed Lintel Details", sheet I of 1, 1� OtfalilVSyslern �Wanualfbr CasY'Crete )14etchine NA"Ide Precast I.Jtuels revilsecl,on &Ie�v F. 01THER t.1 if Al 1, �1_ Q N, ro 1" �141, -'aled b; C t� -epared by Craig Perrino, P. E., dated'March 24, 2001 'rete 4", 6" & 12- pi - and Drawing No. 1,..'174612, titled "Cast-C 2002 1, Letler,,fi��e�un Cost-Ctvle elated Febt-utay 03, 2012, signed and sea! -1 W7 1- _r rlill III( coj;�piia,,tue tv!,rh 0 Fl(,­ah!�, 2aLl kdij,Ulth Lintel Safe Load Tables', sheets I through I of 3, prepared by Craig I arrino, P.E., dated March 24, 20,03, last 2. Cast-(I'rete Quality S1;s1VTnA_&nj I _Ilfi)l- Presiressed Products duted 2002. by Craig Jarrino, P, E� , certi Iing couip- liance ivith i -he F, lorida Building Code- 2010 revision dated June 12.20 14. all signed and sealed b-y, Craig Parrino, P.E., on January 222, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 1 EVIDENCE SUBMITTED UNDEI,,, PREVIOUS APPROV_A-L # 08-0320.09 Edition. F VI 0 11'� 71-CE IU-131-1 ITT ED (:NDER Ilk' k. 1) RAWIINGS [A"10 US A PPRO VA 1; 4 17-08211 A 8 date by the Miami-Dadc County Product Control Section- A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS API PROVAL 13-032.1.07 MISSILE 11WACT RATING: Large and Small Missile Impact Resistant I- Dr4nving No. FD4612, titled 'T -ecasl and Prestressed Lintel Details", sheet I of 1, A� DRAWINGS LABELING-. Each lintel shall bear a pcimanent label with the marnifacturer's name or logo and the lyliarni-Dade prepared bY, Craig Parrino, P. I lated March 24, 2003 and Drawing No. L T461 2, t aled 1. Alone. county logo. "("..'asi-Crele 4 ", 6 12 " Lintel,'�'a i, Lm�id Tables " sheets 1 through.33 (?f 3, prepiared by I - r.'1)%"1ig llarrhrc� ll..E rksee�I XfizP%-:h ?4, 2003, lastrevision drued,41arch I J� 2008- 1111;,S�-: IS I I & LU REN EWAL ofthis NO.A. shafl be eoinsideivri after a rene,A­al appkaticsin Itas been filed and 1here has been no C �V I chan go [ii the app l i cab to bu I Id i ri g ccdc rtegativel Ni, affect ir�g t he porf"ca n) ence of this prod net R, TESTS � TERMINATION of thisNOA wdl occur after the expiration date or ifthere has been a revi-sion or change in the materials, use, and/or manufacture of the product or process- Misuse of this NOA as an endorsement ofany 'None, C� CALCULATIONS 1. None. 1). QumA'l N,- �-VS- S 1. R A N Clr,� product, for sales, a&cmisirg or any other purposes --.-hall. automatically terminate this NOA. Failure to comply with C. CALCULATIONS de Cc�wn, I i)�?iN I E'co.,um�k, Resourr,�� J",, mi any section of this, NOA shall be cause for termination ane- removal of NOA. 1. None- D_ QUALITY ASSURAUNCE F. NIATERIAi� _ERTIFICA-riONS ADVERTISEWNT: The NOA number preceded byy the words Miami -Dade County, Florida, and followed by D� QUALITY ASSURANCE Uary T-) 1� gy,1vfiami-DadeCb of Regulatory anti Ecnnomic Resources (RER-) the expiration date may be displayed in advertising fiterature, If any portion of the NOA is displayed, then it shal-i y, Bit 11, Bv Wiami-Dade Count didi Code Comj)hance Qjffice. be done in its entiretv- E� MATERIAL CERTIFICATIONS F� 01TIER INSPECTION: A corry of this entire. NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1, None. b ii, -h V lak al �,4,S,, - �ssue shafl be available for inspection at theJob site at We request of the Building Official, 1. Aforte. j seu `ivr�nol P _T' 1 Ct 1) V I, i ge 1, eviderice Subtritted paoes E-:i:j'%2,, (,`-3, F-4 and revises, NrOA#19-01.30.14 and cansistsofthispag 411 0 ? E-5 its well as approval document mentioned above, The submitted docurnentation was reviewed by HeInay A. Makar, P.E., -M.S. ;I A. Makar, I-I�E,, M.S. Prod�ct Control Section Supervisor A. Makar, P.E., M.S. Ploruct Control Section Supervisor cnniro� 1;ectiml sqlervisur J"I, NOA No� 2G-0630.15 Y Z, NOA No. 20-0630AS NOA No. 210-06311.1-9 NO N(�.'10-0630AS A Exp ration Date- 09/11/2023 Expiration Date: 0911112023 Expiration Date: 09-11112023 J_'.%piraiion Date� 00/11:-1023 Approval Date: 08/2012020 a 40 2, Approval Date. 08/2012020 Approval Date- (jkr2' 2 0 Apprmal Date: 08120112020 e, Page I E - I E-2 Cast -Crete U.S.A. LLC Cast -Crete USA, LLC NOTICE OFACCEPTANCE; EVIDENCE SUBMITrED NOTI(I OF ACCEPTAN( E. EVIDENCE SUBMITTED 7. EVIDENCT, UNDER PRf'110US 411 PROVAL 4 18-0424.04 9� I NEW EV'DEN:(,,'E suB.mrr 7,ED A. 'DRAWINGS A. DRAWINGS I None� i- Alone, B. TESTS B. TESTS Cn L Arare L None. C. CALCULATIONS C. CALCULATIONS 1, None- 1, None. D. QUALITY ASSURANCE D, QUALITY ASSU RANCE L By it-lianpi-Dadoe (,, 'oupzq, Deparnnent qfReguh?tory and L'conionfic Resources (R1,,R), JUL E. MATERIAL CERTIFICATIONS I- MATIERL&L CERTIFICATIONS Yone-, F. OTHER 1. Compliance Letter with the Florido Building Code, 201 Edidan. issued by Cast- F� OTHER L Compliance Letter with the Fi` wida Building Code, R)l 7 Ediu0n, issued bj,- Cast- yirtuai Review Assist, Inc- le�±sit.'Aincor ed appr ed Cl) Crete USA Inc., dated 08, signed & sealed by Craig I "a� P. E Crete USA, Inc., (17'altedr 81. signed & sealed by Cra�-,- Parrino, P. E. ted and plans Revis w compte, ition V 8C 7th Ed 8. EVIDENCE SUBMITTED UNDER PRE VIOUSA111PROVAL 4 19-0130.14 Compliance Leiter with the P7 wida Building Code, 2020 Edition, issued Cast- 0 for compliance- with the 2 20 by Deb knne Kkahr PX2300 > A. DRAWINGS Crele USA hic., elated 061114'0, s�( gned & sealed b.V Crailg Parrino, P_F, 0 Drawing No. FD4612, titled 7recast and Prestressed Lintel Details sheet I > 1, prepared by Craj, q Parrino, P_ E, dated jillarch 2 4, 2003 and Drawing Xo. LT4612, titled "Cast -Crete 4 6" ex 12 "' Lintel Safe Load Tables" sheets 1 0 through.3 oj*3, prej)ared by Craig Parrino, R E.. dated March 24, 2003, last revision dated June 12, 2014, all sigwed and sealed by Craig Parrino, P. E., on �jianuan, 22, 2019. B. TESTS ff 1, Mone. C. CALCULATIONS I None, Cl) D. QLTALITY ASSURANCE. Cz .1 hLyllvfiandi-Dade . '�'enind' Dej.;arnnent of-Regulalory and Economic Resources E. MATERIAL CERTIFI CATIONS I� Mane- F. OTHER 1. Article ofConversionjbr a naine change. ,j 2, LU C— 4­1 r_410my A. Makar, P.E., M.S� HelmyA. slakar, P,E., M.S. (3) lInglurt Control Section Supervisor Product Control Section Sir tcr%ivor NOA No. 20-06301� 15 NIOA No, N)-,0630,15 Expiration Date: 09/11/20,23 Expirat�on fttc� 09/1 � 12023 Approval Date: 08/2012020 Approval Date: 09/20/2*020 E-4 E - 5 n SHEET NO, March 6, 2023 PA 11 .5 I ---",-",-�".,�,,5�..,--,.�-""\� es:z: I -1--i'll- , I, I, I VV­ 5-IT-CO 19-4-i"N _4 _rI_-1.l.__ - �:� TIOLLIT TESTIMS & EAbMM,EERIPI-8 COAtRAN't, , i��, I'rilP A___Fr_L[1_T - - - _,________­ ___.- _____ __ I I . I -.I-.,--..-.--- , X., ile, ii] 'it: I., , urii isxxin I, IT ", , Lh�, III ­, V, N� - �'. L.-Iii, 0TT,IV, REPORT NOI. 20-07,28.01 DATE� Jul,)� 28,2Q20 PRODUCT CATEGORY� sbodam PRODUCT SUR,CATEGORY.- Skew. Pal PRODUCT NAME: ZQ GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER- 13)*at�Ptvte�,ztlo-r�t�Prosk-co-tr,, 1,14 4aw S-il 51 Street Davill Frerdo@3`314 t, f,'t)RLPQ.$E,AF'-.EV--ALUA:TtON: This �s a Product Evallualion Report tAstied bY Walter X T41k Jr., P,,E. i'S"tel ID ar ID06) to the Global Pro , fircif on Products, LLC, Rule Chapte'r No. (11G20-3, Method I D of the Florida DepartIssirtirl of Business and PrOleaslonal Roguitation. This product Is being Isi an Evaluation Report as described herein, and has been verifted lbr con, plionce In accordance with the 2020 Seventh Edition of the ' Florida Building Code. and Lo verify that the product Is for the purpose Intended at least equivalent to that required by the Code, This Produl Evaluation Repo it shall be subject to review and revision in case of 3 80hing (_XJe Change that may affel its linsittations and conditions 2r.ENqDMQjEJWDMME0; ZA. PROCUCT EMAL.U.&TION DOCUMENT (P,9&j � Drawlill No. 20-176, tftled 120 GAGE GALVANIZED STEEL STORM PANEL", Oluraills I thru 26 a 'I 26 prepared by'rflies Inc, � 1519, ned and seried by Wafters X THMI Jr�, P� E, � dated 0712$�120 � 20. This drAwling Is an Integral part,j&tr�ils E�talua5ott Ropird, �',,el A ,,l , 'Ol ". ­�,­ W - I I I I � - � I V.111 11. e ­ " r mi ; V . � '. I "4 1, � - �­ III ...... I ... . �,A.Ill, ­­,Ild� I', . , ��,� - _'­Ii` `L�� P , 1 I ii il'.7 �- , �� I ` 40, 44167 -,. ­ " , ­ :1 al " ­�sltlt­­=74 " , L-�� 11 I "� 1* '* .. ­ - --ji-��,­__l;I�,,­ .1 ,!,,,,, ­­.- r As, 1 , lL, & ��z i S,'R_%,,� ,Q-lip tok �,-f��1,02 - ' h35,,5,N.W,3btl��tree.t.%-uite,')()5,,Mlsllli,Fkst�dAI31t�(;-t'i�c,r,Lt-(3(1,5)8:71-1.5-10- 'o' 1, 9 Fj ri rl� r t �2 r YXI J5 V4 &A� R4_ Ffj'r`(`9 jfjr..' _1� L- _ 42.1-FIST RFPORTS� I II j UjItte WVSTTo IrroGi 4sirld iallif, le lltTaii �svto- vil 1I,TIr ' Lri rood i ndeer Rrct.�)ocolls TAS � III 14- 3 I `r IV 221,, 203 ait; For eecibort 1626 of the Rondo 8ittifrijiny "nizie, Undorl n star u loads- F�i6�;�tr'T-AS;'�'t)�.)I'�'T�ct,cii���al. Tegtr��I,������sprepaiec�L�,�HtArn.'caneE A fl , irrelering & � " V 'reeltril '6-60 ritood 08)15911A�L'df), #19U­570 dated Q9(18/199@, g ,,,, fini Raps)TtS d �_4 0913-730 datedodt2attgg6i ail three signed and scaled I Hoctor 1I.A. 1hitetimaj P.L., Foalastratlion Tesrini LaboreAwyt Joe, reol ai -�Iiti,32__ dated 0411WI 998 and , E i -d hy Gilben-1, Diarr,orld, F.E. and Report No # 21 12k,r" dated I 6/05"IS98 witrioss 0210.01-09, dated klarch it, 20012, isigned arls-14 pooled by Ecirnundo Lzrg_antoal 0 r . F_ and fienry Haden% P � E � Tensile tost repart No. 9lAIl- I �.�Il 40y QC Pl�l�le,1!4$11������ll��i���!��, lix:,, dtfated iltlierdh 13, 2(i'09,1 skAed and sookid by Fraii �k Gir,,,Itpl� Fl E , 2,&$'rRIJII""�'t,'P�,A�-ENGINEE ON,- ___ - 60-1Q, CAMICTUICATIOt* C,,,�,�2�)Gziq�,,.,o.--��a�h�,,,�iii�,2Ltidsiee,�,';,t���:l��T�"1,�-r'�'InF,lf,����'�"iN!����d���i�U�7l�,'.�,',I�'�,���1�4�i�j'�'4�g*dir�s,ilf', wir�,i�lloa-,i,�46�'INIC��l��zim'!I,n�iDxi�i'stin,,aii��c�,i,��)�,!YP,,Idlr�,��l,u!�,�IJI,�l�Skj�ril��ll�nd�ina� �! � . d and pis lorgfiii hal on mflonal and ocrritialiative, �n,issfyi:13i�,, and fn accar,drince with � oodii�iln 1616: of the Florida Building C"ade. Qak�utrrflitins prepared by Tdtoco, irl dated I'llill and O,X,12115, signed tand sealledl b)t RVAter A. T�60, ,ti PrIF" 31MMLE-M-PACTIR U-IMIANVE; Large missile impact under section 1626 w tht�: Florida Building Codo, ,as pte, TAS 201 Prolelcol� 14. 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I �v --- ItiF N PR ,� I* "I I I , r _. �GWBAL PROT CTION PRWXT& U-C % , :1 "Ok 01 !� ?1. __ . vi - � I _Tj"CFt i _E F - � - __sssssip.__ �'­.,sssivs:�_., - It _. I __1 �r Q, v -'st, - ,- C 0 iiii, � sr� �-. 5-Fl- r- ­ . jJpySL_AW1_F ... , �_r - " - - - - 1 I __ - -o .__ iv I ,�.,,,I, I , 30 s , I rrrrrrr68Q .. I - -,s 4� � 'It; ­�.� V. , " kz�r FF IfirRi - -MIRRIF .9 ! 20 � & ri'AL 4itiVisi-issir-= - Poem, tpw,�'.& ,,j� rt&s.4,n-,ftt,' I s��M L,r.l� -1torrills-L - � 1r, I - �­ - 1-s--mi ­ ­­ ------- �- �­ L ­�_ � _. I,js , �Ipiz­ - ____ --- - E � _. __ - Is. I laO.�,��(�,"I'��L:�L��l,�7A'1'1,(:bN,141,�V�t)]:Ci��'-��O ; Q-1114M 3 . � r,_� os� e. MATERRIAL-CHARACTEM ', . . - 31CS AND SPF,C F 'A I , I IQ -, - _ .__ � Uoks-, Shalt lVe aii-ficily In accxxdaricu i Gunteraf Note&and Components indl,;aord W sheist 1, 2 anItl 22 of -261, of product Evaitiatkin Donurnent IP-E-D), drawIng No-20-1 7& AnPhri specificallon�9 shall be as inalln-also oo, shee is 1, 7 ond 221 I of 26, ir j. Product Elealluallion Do,�urncnt �P,E,Dj, drawing ho� 20-176� 7. L � 141TA D � , OLISIZM . , - 0-CORD I - .-IT QN __ L ,. _$_0,R_ J110E. 7 08 a u I 11,,A)EE11 be strictly In compliance',l General N t s No. 1, thr 4, indicatisEd on sit'leet I of 26, a5well as Genelie I Notes # 1 thru 4 and I I thru 16, tridiicated on stileet 21 of 26 of Product Evaluation Document (P.6,13), drawing No. 20-176 prsalo:irod by'riltil Inc-, and signed and sealed by'Waltor k Tilli RE, 7.2. 1 'rod uct may be irls�rtiilirxi Ill ithi HIGH Ii. OCIT I' HURRICAPIE ZONES as defirt�rd on trAecttion I 811.),2 cf titte Florklu Buifiding Colle 7,3. ;s'rorfixt shao only hm.� ln�taflerl rritu prItured oorturets,, rxincirrite bktck, ai wuo(� frarne structi-irri Prod -ict Fvdi-itnion Repott prafrea,4d by Vii t A Tirld JF� L P L, � Florida Uceri,�E,e Il 44167), President of Tilel ino. (Filorlda f1r,ti-00rR7191� ,,,jw,,l?Ei4qjlt,, - , ,­,,,,,,i N. "F)4 I III 1i _ =I- k"'I'S , V_ ­ e ,__ - " ;ir � " � � , C- ;� n ., I � 'sill e \ IV -, otc- 1� � 'a . Z i - � %. I - - -- ��- 441 67 I. - --- - = I � = - - - � _ - -* '*E __ - -W, - , E � - -- -, � . ,'r,I I __ - , r - , - ��, -',- �C� .-,�*,t­I,i,,- �.I� _s - -------- 5 I' ­ -- �r­ Q v ;K� , � , � . I ��r - .� '111,�",' I � � � . � 1,th , . ,,, rl� ;1411 R� �o,wv - I "Ill ,,I: t) i Tit -FC�I A0140o REccriniil lis e- Ro2pnrztr VO t r�Losl *Q0, t ECTJON PqODUCT S. Ll 1 20 GA(3E (AL rVi I LZ VTD' r, TEt L Wr otor PANZLIL f, V'01le A �', 16`� F �_ POist F F 2[tv-,2611i 1 /= ........ . . ...... . __­ Is— ""' '""""' 5"', ,is" . ---r-­" "', H, A,.,, I, .11i'l rl Tiil­,E�s _V Ec-n- 1. L , - ,��­_­­­' =­l ... l`I:1_ 11, N"ll. 11, Tirt myt1iiii) ie ip,h;lw,m,tllp-knw CONIPAGe - - - - --- ,___ � ---------, __ __ - '11101it'll't It, Tii;lli, il- �,L n1risiV ! C_ I �, I i - 'i�R�ciii.t:ic-,I�'...IELN�'i��LVA'U.QN-Eu-,.-Q,]K�LT I I! - 7erriiiiiiis2sisI 1- 1- =�N�Nrl REPORT NO. -. 20-0727.02 DATE� Juh,r 27, 21020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAM I-: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER� Q141tMiRrolsection. PTddu9%_LLC 4UD0 SAk 51 Street Davier Ronde 33314 t I?URl�i`F_eVALUA1l_0_N_' y This ma Product Etioll-fadcle Rir"Xidt-siverd bylislatterA. Tillipsir- P_F_SvSoarn 110 #19Q6) to the Global Protection Products, III Rule Chapter No. Ail 620-3, Method ID of the Florida Departmil of Business and , Professional Rmfularmnr Thsh; prodi is hernO issuRed an Evapmojorl Reporl as destpitfuld herein, and has bearivardi for corriphance in aaardarice with the 2020 Seventh Edition ofthe Flol Buthling Code, onto to vorsh, th.a-1 ,he preduct is for the purpose intended at leas, roluivale-nit to that rensildred hy the C,odl This Product Evaluatil Reporl shall bee subjectio review and re,vision in case of a Building Code changs that mal affAll ii ifistiftailinns and conditions 1-F-YDENCIEWBIMITTED; r 2-1- PROO I lCY-E-VAL-Mg, T 19-4 - Ill ClU, M C Is I _j PIZ, 0, j 1: Drawimq No. 20-176, fittlemi `24 GAGE GALIVANIZED STEEL STORMPANEL"L I- h e T I I .- -et-%'ttl.ri,:18oflgpi-f-;)qred-hvT'�ite(;�l,li-ic,=,!�,�grir--�Ju�idseal=edti�,'�ti;-�iterA . 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Kit,T`ER�AL CHARACT�,RU$71 lO$ AN 10 �S IREC W LCA N$�r S,tj,tij� (�iR� ,;rtLllj�jiy ir,,,�,.,�!:li�,li�,,r��,,.,��,�f.��,, v4th (�Il�lrier,lii rlttstt�� oric c�r�-,L000eros �no,�t�laleii on I , sh,*W i arkil 2 ni I �,!, cir Pirl,oix", F_�,ukizitlirji,i Elitctinlirrilt (P,E,D� �,, dirtirerPrig hIr" 4_1 7 5� A � I t, t I 1�j I ,,, p�i:�! l-'! � f'! o li� ", � 0 il s :!� n a0 � pi r" �,: s � ri:l,,�il I I�11 l�,1:,:� It � �r t � I� � � I-,:� ir t I 'cit � I fit ril 1 F, ril i i t I r: l r- solll��Irctq r)lltl;u1i-1,31rft !P P ,,�) I'dra'Aring lfril 20-111 5, � 7I IIJ041TAI'Y1014 ANN CC)FiQlT110NS OF iii,$E" � -1 , 7, I 8'�rail L,e sitkAIVI III i-,�'�ITTIf.�t�a�ll�,:i,�,,�i,�,;�h #,�',,,,�'�,t-?"���1!1',�ili���itei,.,� 1"l I, li ifilri'lit 14I indice,zed I.Ifi 4he­ri I of'16 Lil PrTidud LvVtotlliort Eto,t,,uririil��rt lP E` tlj, dis"'ttilieling Hil 20-175 pnr',tp,;fra(1 by TillerIct, Inc, ant! "'r1ried arild �rts­'Wc�dl i"ll, ,,VabIt,�r A, T111ill ,ir. P E. -",T, -1 -, HK7, TY I - ,,, ,o I V PmdlTm ell not 6e, ir*!,,t3vl w0iir 411 IIE'1.0,0 HljRR.j1QANP Z ,(,'I E_ - r.�,,i t;�ofin�.-d ,,,)n1 sectitin, V5,220.2 �)f thosi FkAda ftl�dinq Go,­sa� ,,, Tt � , , , Pv_,0j,,_-,T "hall coly heL ir��stnlllec" �rllo poured .,ury�Irr-RIP, c,,,v-EcFe,te block, and %,Il�riod f,.,mt:,� ,M'ruclulreli Prr',di �Q Ewiluatk,tn RepLitj r ,l , 1. - iMri L, , Ii - _,�,J�d by'VII A, TlflP', Jr_ RE ��iljo iceris No. _,IlltVi7�. Pr,��-86;jtnli Ttffi�exxl Ini, 'Rolsida 'A­'�Wtok`,719� 4�, � �,i�t,' - , , , , "' " , '�, r�.� "'I " �, I, L i ' , t�;�'j , , ��,�,Vt ", I "_ ,5; L! " '-'. � - ­­�It i" ,�Irr­ `­�` I , - � t : i! I ,!i � r : 1�1 - .1 - - , __ - ,:: : o �ll , , * �: * , ­ , ­.1 - , - � - , . �, . 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I l I SCAIJ �,�i'-1' � : � ErA:1,1i'll"i llig(FQl I, TIIIIlI� :, I .11EI- I ,:�ILIN!l — 71-I I __ 11 . - - I `,\� % - / I- ��7­ i - I - __ 11 ��4 - - ------,Ak---- / -, / , ­, I I I � 1- I-111-1-4-�_­ , I , , -.11E. ___.. , -l"ll ,,,� I � I I I tEIra E""I�kP i i i I ISEli A -A IIIIN't", I .'/�2 - 1' " * ........ . , �,A fIELlIt;1"', - - l � . I A,P "I , � " ", ' " I I" � ' L ZE , . �. ­ --- - z . � ZE � . [ m Z 0 _ � * 5 I� ,—.---- . � � * 14 1 r DFICIA 8UILt:r F t., CODE Ncin, I VI Hwirl'iT:11ile Zc'Iv� _-"`___`_`___ 11-11 "El 111� I ' — ------ 71740�4`l GALVAl STEEL S10W PANEL 1 ,,,E,� .1 � — 1--­­___ I —, '7'LE,,, Z . _ � STAIT O�Elilr ,_ I ,ra � - s IT - ,_p , " ", lc� 1-00 E AL PRIOTECTIl PRO ILTCO:mc DUCTS� LL�-­ I ,� , ,TIA , -' rf. � -t� ->- � , , .. � , _ " , , , - - 1_ ,­,��r­_ --a- E ­ _- I -i��L. SL�- —__ L ...�......_:._. .............. ­­­­' "--L " ' ' '' ­­­-­­-.­. . —­­ ­­­ ,IZ� 1,,�!i­­- - -- -�- i_ --I. I-1-Ears 0,arm.. �IT1 I 06 'IAIDIE,J�.:l:::� I I I-",] G EI ENGINEERING Explifir-sia'x' PRODUCT EVALUATION REPORT Sepliderribet 15,2= Apedificaulan hilianber. 17859 i - R2 EX Pro lnl Neferiber 20-31543 FriddVICA 1ddRHr6fleAUlFN­ All Ardstel Shettel all (24tors A ManufacUnnerAddress I W Coal Rand West PaWn Beach FL 33409 I'llodUCIIIIIJIMPIN&Desm,ption 24gaGafv.=.ZedStv--!Sk)f-%r,ei-, Large Omen liffelpeal FzOosiant Scope of Evaluation: I I :N TT T f i trI C 10 9:111 To Til O 0 PIT il Ti E T, do 11 11 lig ol Tw 1 No 11 I'll a i: ab, do i I I TT, 10, i To ii To quilorod: 1: ,I � to o4 0 h it !F Lo ista Department 431 Ouvrial and PlIZIorral Reguial Florida(Building Carain"ol Ride Chanted 6IG20-3 905 F A C - for staterioddFI acceptance pet NkEthod I(d) The product noted Elbow ten been topird OrMhOr 419oraucad as suniandlizord beran to show tDiTiNiffint- dt ti lrrda Buroft Cone STITdItilifti EtIfflori I20QTM� amid Ed irr flin fillepir"e IIIIIIIIIIIII10=1 Tof loodul equivaiddlit Introit dodulorl dill, the Cade Pli !an of Ill � shall Trid, fiequi-A foldowma daeflidneard Ftoeirto Suiddlig Cediderielabliestroca, cH Eivalraill , P ad it e.1 . revisions. Substantiating Data: A MO_DW:P_T EV8 LUAT14ON 02!;UMEMS E I tojoirl'Eig, #20,315 43 11111ked"Prida Galvanized Si stoent Pallated I HIWI1,4z & NDAr HVHZ;1, 2iiii I-5. ion,dal In Engineennai Express- signed K secideterd LF, Frank SeNtriuddi P E es Qn,re ildints part or Isin Eval"Ficre Report - A 1uj_ff.L0_8_LS Uniforne Irlah, Intcturel fre(foininni has been lestact IN accorchow-7a with TAS 202 fast Standfards THIN lest !reor(%BT-S-M Backwatl TeMEnIn- y IIiil EduTnuslNfLVidrPpuaEiAiiASP 20 I Ell PAS 203 East soilorlairdia per test napEFHPNj Q T-ASG- 17-001, Pit Slacaaahire Tesurg htc, . STRUCTURAL ENGINfEERdN§CAL_0Uj_AT10N§ VII �il:�::!��l�iir411,7Iioll�q�Ul'dA,J TaIII11,1111i'llin"irl havArT Orion piTiTipliforlol d ErEadolf1w illie product bith as,iiiii co=raturver aind,lot railderal analterfus to quail the fookiwing design caderel i fellaskiturt, Aldiscall Spans 2 Nifinmil N11114toolite Sprom 3 i4nitilium. Glass Separation 4 Airchow Spercling 160 SW !2­ Ave",f SUITE 106, OFERFIELD StACTIT, F;,oftifl 33442 ;qEll 354-0660 I8661 39B-9099 T% A 0iMENGTNFEEl,Nii,Exlr11l@3q?-.On«w EhUMetRINGE-11TESS 1:01s 0 -_ I fad ',,JI:3u[,,iN!-.-�l�,-,["Iii ,JI ii 11aut - - - , AN Arnirnean Shelf fur, ind S. - .."48r, (Jok anized SIC0 SH'Trit Panels No 331% rocriatize in akwatel stne-us has bean used In thu aesign of Firms produl apparabon fisini tjhezJN�Ts not residiseed toe insirs"Erel &HOwe of %" zone 4 afall essenral facllll� Impact Resistance: Larpe Impal Refrislari has been dernodicifeeled as evidenced in pEevicil fisued I,Bsl reddi and is o4ritounled toe on Iha aroldnaerimid, deredi Ed this peoduct � Wind Load Resistance This pixtirkil has bertri losignind I resilell 11111irEd moods arl ireftatild Iii the Spite sr-hodulti or trite � fiEsprNityle, p(oll Evarjabor, DoicHil-FrEWN a engripirrInde d4awingi Installation, Tine otocur-. O'lowbe in'trehoid In ii TElicniodsoUr sivide as T*iqooOE,II­1T,j,1dO E-ahtall ill,- UoIcrinri El is singineal drawing;, aiding vmn aacomptina-alls holm nne4e,r Product cornponerns shiell It" ol the rnal snefiii5ed in indet iondixr,i'l reopective P�IsJl Evokadi Doicriollieni d iP oiftonlool dit rddrigy 1-imitations & Conditions of Use; kill, To' ilulijltratTtTt il,ElilTT'TEpridivePIxflflEvidirittion fi��L,Trioliiii i-i ,z- Issig,atiefunts drawing) asnoted humn :Ad erulego", irost arruchutdis sirtai dowgread to reorat ail sufamEnTpOsed faaaft and shall be, of a mal WaLd 1 s'u,d:t4sceo,Ir:PC.I',ti�-,r,ectveo,-ictorte..h�IttlaT ltl�i�i�,�t��'Rjrlc�T,rj:c:rud[pllo:i��iNwt-,ic.h:��i:fliiir�r,,I3c,i'i�ir���lt�dfcRi, En init 5 o, :A,S TTIT"air aPI oevi EGlflldldl Shod Nor EJL.qrv,J 10T ., 4 ollr,%L,,idle: Llori, uyj It TrItIsl,rd Entereekiietiorwe ErNoloff AiiCalliporwr.tSW�liCbaropefManefrIVin6la4ed,5hagrmpro�er,tpd,q,l,,iins(m�r;sian onoodaerneel and isfoor fell ridNeddit, A ad HINITS Thes plodal has been aesgried for u" Imma, and ouPsIg the Hip voreol EirrIl _7,.qo lHVTBZ ResjIe,:,I filJ 11;E, i� < t. - _� - " I A.- - - __ - iE d - `:,E: �� , ,.�.EE op � ,% *AOIE. c I _._ Firal Denriaract. FEE, - EaraiNEERINIG EXPRESS* �HFONIH540i('co AHJH 988� .film1SO ;Z'' ,Al STI-TIF 106I t"IFIETEI.- B-Afll, riViiiIIIIA 3°!I4,12 (954) , l54-06160 1 iSINH!1I 395-9949 YEA.,�or.sV,1,4rEf';NaE par�,s.,zi,)14 EI,C,I-EIEAII11;E,,vsf1S COM v , ,- _.��,_ 1­1:, 11, rill- / �, - ­­0�4, It - I ,:,�� T ��� ± "'N' �, -.1-.1,11 "El", 1; 1�7�411r 1­­ ""', , - - � " �_,E_,_m", - I 'r / 't , w - - , I / 4%kbA4"A 1K / 11 r C 11. It �� - I - I. -I - I I � , - ,C o" ,,%� "I , E�l,;I,,, , t" I '11- �­­,,u � E I I 11 4 � - ��'_ - '. : , __� , , 4:El L - I . .�� - I � �. ­'. J/ f ­­ 11 I ­ - " " I .- -] �a;., � 0-- , �,_ i , r " . _. r'-,T� �_-_­­__.� - .11;ri—I - ­M C 1. ", � 101 I 11 , ; O.- . ,I-.'-. ­­­ V_ t = - __IF4,�r_ _­- � � 7��� , " J7 � , - �,�- - - ?�I ,T";�,�-- - '. , - J! `r�l 1 ��,�,7u - .1 " �� 7- 1, 11 � "� -]E� - 2. �,1-111 __ . - ;� ", � , a,,A, I E, - - - , It I 11 t I l a," l I' \0 . - L4=, �, � I - -1 ,,, . . . . 1. "' I � - 1. .... 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L -aS-- -tI , , (.escl I i1.',elIltl ll'),, T;�,�LES - , r I .,sw,�Cl, ll I ut �4l- T� IIB E __ I __ ' - rE=4=_—­Ei - - - " , �� � � 1: I � , ,B'� A" I MiFIEZ � IjKlmilit" 11 i7 , 1, � � , - CIII�c',li:-Ir or :NITETUTIETTI I 1, To UJIFTI, ip WALL - W=162 5EQTJ,QH :IEZ I S(Alt" 3,,`Ill, l", F15; ... �, I _.­_­­­,,.... . — , Is' Wll� 'I-NEIL LIE"f7i, , !_STa,� K)4E­d_,,�_AL' - NL Y _��40D `1!Xis ,C,_�7A _,N-, _D'� .. ... . � If""" , I 5 Hw t- s,__� - I �S- �-, TIPINII ,- -/­ 4��_r'. Pil IT ,� ,r� d" •!`- E,EI:Il! ANL��t,rrl " I L____ .. . . ..... .... . " --I 7 ­,F a- ­_ ! , `11� --,-. fll'--_�n�` -aAlil �-__Ml, � - - - - - I A.E.Ni -^ BE z,�Ulri,Ii��- 'i'I, i� -�, IN., I�P� 11C � -, i Ef'NSET, J; I � I - i��l 15 (�R �Qkot,. sue. ­ _.- __­ ... .1--­ ....... ___ - � - __ ------------ — , I - ALL AMERICAN SHUTTERS AND GLASS � � 24ga GALIJLSTO ANTZED STEEL RM PANELS ,'HV'HZ & H IqON-V� HZ , — WHI UIP.JN[i `PF'P.11, TO NFL SPAN12— P-P 14CAINT KONN­ 1: TjPf1O;rKETIjDI 11 ", PF:1r3Cdj�4E­ I I ,I 11 - &P�A1T_-NA L k4-20,SIHT17.0IsH 3/ypi,VHPW;Trie'ter ciursPi'i -�ITERINOT SI'lltiii _E !] - I 1111I'llu;F'Iol TAPIUEi .o�� I . ,I-wq Telf�w I I -- JI E9 � � - I - � 1 ­__7 1 1 - A I I - WE IS , I. I . � - I i I __ `r Z . I I _Rej If` I � i � 1 I I I Su , � � i I I - ,wI_ - � j I (' Ii Mount I =�� I 7ME AST-J i � 11 j 'i '11I -IT " _ I - ::�A`:t:; RE�. , - .1 , �,'jl,.� I, 3 ln-j 1,A1 BE AT i -___- xevnom TYPICAL VEIL �1`l ELEVATION li I 2 EILEV"70114 TOP NIl I.B� I fC- ?14 1 I�I`C_,, 0T,in Aerw� k,: P t Q Q) �, ----I — -cier"T"U'l �Ii j ! f �__ I , - I � - - ) _o ?1117 " I�4MItf AS kE,QYP% f, I LIIIC01�111111 , . WE i . - I 1� I . I - , - - I E I . 1!1 : Ei,� ____ __3FI1ET1M;fqT)fl t ! I .- - - .- - - 'A' )EIN'Tili I , I 1.0� ETIL I? � I : � 2 � __­T 11 k s' � F a " i 1�� J 1 > I 1 I W_ i IM I j � I 1 1 1 fCCNN TVM� � It L ASE Rkr",)'Irt . I I E t . I I I 1 4 5 . . EC­�,F" rM)", =__ - 11 "SpAhl ftLCIN � " FEE AS P So I') F Q7R6dEZT11W ........ __ � Mshif��H i I ,W. a ,rcoc.EE, -5 RgF,J-�;,-iu" -1 IL " I- Tlel 1, WINGNUTS FASTENED 0 i _Ovtcqux:--�TIZOINN� - r.. Z MIly� .Pkise-flERED -.,K,,10RS ARE LSED HIS" I)YE1401Pq A Kill"FIEN III - � SPANS ABOVE & BELT) W`V CI�l SIt"ll, � " APPROtel SPAN T ATEY11 _____ VEP,TICAL MOUNT ELEVATION j____"it (NOTCHED PANELS). ll ii QII ALLOWABLE PANEL SPAN & GLASS SEPARAT10:111114 SCHEDULF� E___ 21 AL�21F =A,,E_- ii"r-OrUM"I ,�lAol���i�L,I,�,.!:,q�,N"IL�.;,IA., I F : � ,111,1­ VV,F,4°,.!.'Til I llE,E,E,,TILil,.l11IPi�r IT 1,011TAIIIE! I k, �A" I �iE__i _;A:11.11� ­- �i­ .TIIIN-­EEi47!]L1 ­ i II4r'i, �_Abm 1­11� - "'c", ITE-ul ,­5 1 . E', .Tell I 1 qu (:'r, ,, . , III L" I ­­ -1 - lI ,, Ell, ria '3,1 [ Ell k ,,I .., I I, III, I r Jr:I:.. *`_ , 13­ 1, L-13 , - - " , r, � " I ,. xi 1 . - i3 - - 't�­ - 7 �, J I I I I y - . I SPAN SCHEDULE NOTES. — 3 ­ I � .4 I I ill, � i NE .", ­IXIV�-� l" % o!�J:IAT,1111 , illE ��:1:I TerIS, L E � DE rER-11 IT III I ITT "I'lAN'k �e(iRl'j BEENE, � I -, I Z" � � _c: �,�, � Fop USE 14 -05 � ff'y, -�� I I --i R Bj.j A, � T I PoSe-NIt "CIF . , I TIITT�T, IT I[ �F -i STET" LGEI i Z Efl,j�'L `TkI111:1 7,11,5 IT_, F N I ! CONk.-T.'"VITTI, �,V�,11,Po'."'���E�vu��is�.1r�,,�� I , 5TI.IC ­_,1,E­, Lr�ie.�� '. ,,AFT� - " ­A,,lIE5 r'A', ,, t,j, FDR I . _E_ _ All " &l 'A�5,1 DOESIE1qt. 1­.­­­ E � Xdl D I , � ,� I I . "I,,,,,-,,,T,",7",r� 'IrIl tLEIr).' , e! Al C-_P �­� cll,fRWISE W�F NE,�! WGIEP � �;D - I -1 � GLAS5 SEPARATION NOTE ­ ­ ­­ r . I SITAN L-jarttTIUE Irtl Wt rLiprj � MitHM M aIL'ONew - �. PIEAAI�&N ­,BN` IHNIN­ TEZo BE PQ0­FCTE7I - � 1! — , EQULIERED ,CB i5f l �1T IIT011L LOEAZ�_ vd,111A� �1111�11.,,�!El 15:7_w� �I`EE I OAP - NI-10DE'rLIN-Iff L�11'jj,k,'Ej_� I ISIF BF•l 'OET, I4. -U'3'-cx1""-E-n,],,,--",c"L,,!"E,I:'rFI ",SEET:41 . 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(n S I 4, 4,.,r T. P1. "��TrTT;�� '.�'.`!­ - Fl!'I IL'j,��I! 'I L;, , III" iEl� rljllj� ­ �,` '�E­'Il l�R� il�jt: 11 lijj�,, r F 1 ", ,,I: I � I , 1i i � I it t i 11 3 B� A 7 � j " -r T � , - ___ __ � - 7�r E�S_ I � = L uj - - , - — I , -1- , -ION�1W,M"A�Xe' -,,I _ _-, 'I'fII -1 , 7 - ,IIL, i : r:1 5lI[1vrf _20-11543 I P Er'i 'I:1 I� IrE E�` ""�T! ­[� I I'� [,.� � '"" � III f4lL 1�'��_ - PANUI -1 Ill TE � - L n-_PA&ERd?�_ , I - N­ .", 'L ._-1 r_"TI_� - - ­­, < .,;­­ , �, ­- E­ � - �� ___. IS - ­­ , �� -- - --- TI I, EI- 7 — = z I r Ip i JF I z , - - - ---.,A, < I I _________ ____ n , SHEET NO, I OW& I b H 1.5 � '-m- -- — � , L - - . . ___ - — - - i� . __ .---.----------- - - - I - --- __ - - ! I - �, - I'll" 4 I FOLD UP WEATHER __Z_�, " 11 I a) I ­,",� — 12, � I i i ,_ 'RIER : I ,;, : - - - BAR 11 , ., a- I , ' ' TIVE ,IV- __ _T_ S - __ \ \ RESISTIVE RARPLER & IFIFATH E R R E,Y­'z,, _.___.._-_..,.­.- WiND(.',)W UNIT TEMPORARILY SE ,LIRE Jr ! 1-� ___ FLASHING REQUIREMEN I 0 �,/ --� �',Ii'-.'�'�_i�'�,'-,� �--DOOR ROUGH OPENIN'(3 � p. ( ---.-�,-.��.�,�,��,.-..-..---.�-�,-� ...... � __ -, - - ­­­... ______­­ ­­ - _­-1-111 _­_ : i i .. = . I - i I z � 2 _�Z�, I I- � ­LCIPE - 1. -1- , i IER "-, ­111­___ I - ��,;� - - , WEAN _,__11" � , �, I X - — ', 'S (n - , r- Hf. all, if ___ I _9:;::� - `�_ I - cd ia> � -Ii--4 ,� I I �, 11) � - . i ", � ! -.1 : 4 : 11 � _��, -1 i d 7 � 9 I'a � � NE "I __ ��_ ,�_, 0.3 in ­12,0 � R703,1 Gener,--.I. Exferor wall's sha�i picivide thie bi.,Pkohng wifi"i i.,i �l�,.;,,�-al��r.����,.r,es,,slar)t tfv,h,'�fior fiIIiII envah_,�-e� The exter crfi@!�.��h� d - :> - � 0 BARi`,U1,'-_f7 I - 1 _`�,,., �rt�­­­­� I I _./ : - ril J, i _ . . - � , ,',- - ior vaafl en,ire� � i � �Ij - = 4 . -- 1, D�,� vq�m .., - � fj i" f�j - 703A, (2 0 �ii 11 - .r� = V4000 FRAME OONSTR ",��-:'fi ��,B "��,,­, az�� I � I = = -,- -- � -� I � '1-- , '__ EXTE RK)R - , _11� I /I - - (0.6 cm - 30,5 cm) include flashinc as d-sch"-eciin Sact or, � I � fipi�,� ._�—_> """,,, SELF-ADHEREO Fi.ASH1r'4G�.-,,,:1 ­�:jkt, /I ­ 344% 11' 1311A U OF CONS,T P � - -1 V if;� � 17 U_ f', -0 ­=� I � "I '10 - a ��M I I SHEATHILJ:G� �___:�` "' 41 i -I R I � a I - __ - 3 � RY L APPING D(AVII4 --- - ��,,;­, (M)HESIVE TIZi BE APPL IFE' UNDEF SFt F ADHERED FLASHING aj 0- I _­­­"­­'_ - - I -- ­­­ i I � ___ f ...... z , �:f ,,��,�, u / � - � r 0 I %_ , .� I ." 1�� OVE R INIM JOIST AND U , ii _`,��:�, � / 7 HRESHOLD OF DO()R ANI i I - (D 0. , I I - ill, - �� , , Q -, ,i -� / FIE'1URN'UP JAMB 6", USE � ('4LIJI) ! - � � ") I . �r -0 - If ­_.__­_­_%�T� � � �, 11 - WAIA BY 6 �N, , 'r R703.1.1 Watef-,es;stnm,.1e -,,,P- e�,O.en,orv-.'adl envelrar)e s,la" afe cles�gw.-�d and cont.-'ArLirted wi �1 ri fanner that preverAs tt-�e ac�r-,,.�t�-r,iL.��'ati,onofwa:t(7 C CU I 11 UZI, � I EX FERIOR . I . a ,_ I0, - .---.. I a I r,UU1L BRAND LIR EUT.iAL �NEA i iff R - iii I within the wall �,�Issen iv�i,y, la,� prov Ong a 'v��,i�t.-�,�L,,,-��e,..,���,la�-it barr e, `Dehirfd the iIWfz,,rior clar.1ding as require,d hiv 1.`_,',i, cfior', R 7�'13 2, ar"'d a nneaniz of i I .4 zl,�N, 11 N, I (D I I,-,' '� J PRO(),F CAP � �<:trj 04 ­­-1-1 I CEMT, FIN. C) 1 i (n := - h,11111111ki, "; ­1 - � - I - 1151, -iO� U I �: draining to the exifimnour fi,�ater Tha-� OI,,,netrates th.t­ &I,t(-.,rror c�a,djoing� = Z:) ca ') -M 0) : '­ WEATHER 1_�" Rs"', — BUILDING PAPER I ; '�11_ '111 � ,,,,,,� I,e­ SELF -ADHERED FLAIcii�W',iG , (1) -0 C-) � : � - - - I ; RESISITIVE ,,,_� � ­ -0 ja "' , i f, _T f; C) 0, - r - . I SA I P a i ER .. .... -­-", �', �J t_ I - - 1- d . , -- '­ �,�� - ­_�, I I � �",, ", ­,,��` ": , " , 'AL TI' P I, � .:,�_ � I., �: ...... , ­1 I R 2F It � � T I a I felt or Other - C= (1> 5 t.)F J(Dif` ,,, - WIRE � ATH I 5E. ,I )T�r ­,11� ,, " r L R703.2 Water-1 esizslltivc� �,,Oirr�f_?r 011is ��,�,'��l rer of r,4o, 1 t, asrpriall, f e't, free froni ,'Io�c,s arid breaks , "`Orn�"U'yiric v4th AS] fl,fl ID ' " : ,-.- �� ,,,,,,, " ,", . I �­ ­ - � i Y -I ,,, 1! 0 0 ,��: 11, 'L � � i: "I, I UNDERDE(L'KnIG i ,,, �1. ,L I ,,, ''i 'f"i7 �__ - A - - 0- C_ t 1��,I " �_ -1 __ - ­ I M .. �� � .k,, ,�111; , __ - � 17 I -r.e--'stt,ff(- baniet shIfli ti a a o! � i � e cl O V e � St L'Ci',-,, 0 Y 5 h e, a t [ I � ri g a f a � � e�, �,,,� t F-t r � o r w a � � a t,,.t o, 1 5 -a a I) f i a � t fe, I t a t f a I i I �> e appI!eci hor'ziontariy, C 1: - "'. 1`1' I i$EE DETAIJ:�'Wypo;i� ��,,� ........ f,", J ii r, � OC I , - . approved wate� s I . ) � i 1� ,,�,, �,,,, I � ... ��"L SELF-ADHEREL.) FLASHING � . , ,,L,,_ ___,_ �_ ­_ � , :�: �::Z:��: C= -0 — I 4, 1, ��'i " �, . � " �� I,,---- ____ I- - '_ 1, , "�', ��, -, r, _. -- - I " � , �, I _ .-,- -- - 2:V " e aTlCa� vvii, Te ,,va ETA esi.,s ive garrier ryfarru ac urersr ins'ea, a Jon ins Fur; kz; , IEI iff" i asp, a I "," "I E �,, ,.�� "', B ., � approve me enais s .... �� I irls. U�!� if! aCCO,nr" � tns - 11 __1 1� ': 1, - i � 1 , I I � - (n -1 , i I If k L i - - I buildino , i - - �, , � .. -,ne ,,tIoTTS af-iu -'C:3 E! w 0 , HEAD FLASHING'TiE-IN INSTRUXTION& 11 , 1 - 1- ., r`� ­_- I .. �_ . E , - � - _- . - � I - - r 7 i , 11� I 1 i .,_.i�_ -1 � V­11- ­­­­­­ Ritfii JOIII-ST i �� f, i Wt or other apploVea "Naief- esi,slivo Kairrle�, ma"er.efl shall be contrULK)USI to tha too of walis zvrld tenn�riattnf a, pe I ra - (1) &_ L_ � , ­� 1 __ d — �­ �� f 1: -1 1� Cut, fold up & telfriporarily socureweather � 1 " ,_ I - I- 1 . ,� rec�,wmrr�ents of the exteiior fwafT �jriverf, pe as described irt Sec on R­'.-L'-1" to i . � 11, "I" � I � - appendages in a martnll­ tr) r-N-pt 0- resistive barvieTabove header to allow for I � I !� � �Ui�­ � 2t.�_F-Ith�,-:� . � ­ -) I U I . - L-q I I_ I ! i I . M C�L 1 i �. _C: _*-_J THESE DETAILS ARE GENERIC AND i'-- I , - __� I �11 11 � � f 11 � CU 12 i :, flashiirig InsWIation _"111� i __ I l f,]f . C: - - F- _0 - U) MEANT TO SHOW GENERAL FLASHING 2, Self -adhered flastfing OUs, head flashing under ,'. I,- � F "I - � . < � 1� ­ � . � � , ,I �� I - ­­1 9 _______ __�. , , -, f�jarat%LrLe� -,Jifif ff i 'A , - � ?e barrier's shaP be: installea SS r � ­113 T � �i ", -ect in ', n, R T C,i "i " arwt w ere, , ppiled vei tov,00d-based - , I - (1 ) : � R703.73 Wate,r_re­;,z,tive barriei,_ -r I . equit I.Ir - So�Aic - 7 -1 __ a a - t K � " - ­, i , ii I sheathing, sha�� inc�ki,.Je ,,,,"., ,�i��d,,,.-::���'er-��es�st��,v,�,.�, ,,,,�za;)�-i�,,�,�-,�Eo���rr�-,�e,qb-r-- ti,arner fo,ilth a �'_163,Ffcitr­rlance at !east Eq�.Jivalfsntto Nvo layfIris of Grade Of papet­. If ho -ill- 11 11 I I - - AND WATERPROOFING METHODS TO weather resistive barrier ' li " - ,_ __ �� __ i I , ii i � ,: ,, k . _� � .. � __ . � � " _.. � - � I J in- -,,:, I -i .-J e � i t � , I , i , � 'A I 0 BE USED, 3. Fold weather res�sfive barrier back over head P2 f2 ) ..� --Ai T_­­­ %, 1", � - sri a I I 1,--,,,_,-,, rnstafled' 1 ­- 1� IN Y STLI,ch that each �ayer pro'-vildes a sf,�Up,arat;"L cor�'UrIIUQUS ��'Jl �2 A I` F3 -� fld - n � .1 ` � J HL �­­, � Y fias'mng 'Installed i:rl P ,,_) 'k � ,,�?�,� individual layer i I i flaShirig an:d seal with tai e - ' � � f, -, � ­,g f 7� i ­� " " �_T j, III th.-, yE'. - - --- --.I. -I "-..--�,-�,-�,,�-�.,��-�"--------.,. . - . 11 I 1.�­____, accordance vvit�i E�,_­­U,­ , ­710 Q A r Irften cle�l to cii ai in to. t1l,ee -),va t,i�,�,�i -res isfive b a rr ie r is d; irected be! tiow,ci,E, ri, biiI �;IS SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING , ��: � T l-, "', f, 1,'�3 � � FLANGED WINDOW Exception- �f"ff1-f,��­ I, irf',-, 7--tet-resist,ive barrier that is ai��)��I)ed over i,ivc,od-based S'neathinc; has a w:.ater ra,UUstance - - FLASHING INSTALLA`NON AFTER WEATHER RESISTIVE BAMER WICON, 0 1 EXTERIOR. DOOR WITH DECK - SECTION A W P 0`12 CEMT. FINISH SILLI POTSHELF/ CHIMNEY SHOULDER WPO3 �,f­ I 11 _', �, I I equal to Fx 9---i .­ +�,at 4. 11 _7 r : ­ 4 C .- � If U t"a a'i i� f47 � E iu 1, ,f � - Dial ��,'jr �,[ -IIMILAe, (_­`�Iade I) rfafai�fr anTa' �s S-PaFat5nid Itom, the s�-Pj�_c ti� �� T at __ - � � ____ I � Y a il PIT i,"veriirlg� � - " r'. substen,01HIIi �,-,,���i,-",I�,,�".��,-jtr,--�"-,,�t',,�,'irc--i'�,,,,,,�� fa­vfk'7� LA i.,Hi�­Z�fk,v)ed dr,,7�31nagespac,p I � - , ,f .� "'! I EXT FMORS44EATHINC; MECHANIC -ALLY FASTEN IF ,­ RLSBEFUZED R'UBSERrZED ASPHALT ---q, f, -7 NEEDED IN CORNERS I , 3� " ,� I " ADHESNIE 7­_X`rFR10-R5V4E11f,THTNG �___ ­ — � 711 - � � BEAL, CIF CC1qSTR_ i - - INSTALL SELF ADHE '_ - / ASPHALT ADHESIVE �11, I - Rt D i .- I ,11. I - I I ,f i I - � (4 i - _� ` I E THROWUH SELF-ADHEERED I R703.4 FlashirigL At)Pf"U"'E.-�`,1 rn�_:��Ua� flsish'na, v4I� I flafsr-)�Inu. self -adhered nien`ibranes and inechafJ:1cally atfachefid flexible flashing shall be app��ed � - � _� P i ._1._..­­ 'I-, Fli)�--ffifVE I D BEL A IPLIED t.RiDER — ------- --- - FLA ING NVE& HEAD � ,� I rV � , a18" CEMENT " --,,� , i 1HREL SHCILD IDF D( 1( )fR' ANDRETURN i- __ 11 � I FLASHING -7 I F­SELF-ADHERED rLASKNOf ­­­11 i I , r � ­�!� - I :1 -, � - � i __ - Z - F ASHING, SE- F.- � -fashiorl cl�, "�ir, _.. _' L I I _� __ _1'�I '! - _", n truc:dons, Metall flaishing sl'iall be corrosion res�rstarif. F uk.l-ap plied rnercbranes "T - - - / , / ,, -, Ll a_;C!0 1� CrC f' +1"f4,L iy�aj '@C'TLV PLAS I ED _f, ­., n _1111�1 - shingle it, f 1_1 W ST !n I S L , Off ,,� - ��_ AN J - , N", - -1 ­­7 f / i i F�7ANGEC D'OFINDOW . `f, �? " rr "," � , 1 irt jAMS 6'. U�S I L �)UID NiVL RR �, i - I � , 1?,�' ._� CFrfff�f, - . / �' ___ __ , , r �� - -11, � , \,,�,�� 1. - i � I � � I �1111 ", _,.��a�,fZLI- ,,����,,�,Ul,,, i I'-- VI h.- i� . r - - - ­ r:� D �, I I 1, 1U L 1 12 VilL, DPYLCfK CiAU - MASONRY BLOCK OR Ei"AJAL VVE/Cri,k R PIROOF ;CAI ILKI?'-,fc�', �111 ,aFErIFTAH WP0, I i �, -1 used as flashii-, s�,�.�)� " � ' e aroked, 1n, ac��-,o���j,,,�,�i�ir�-e,��,,�-ittI th- rTJ3nu',ai;t,i,-jre,'-, iiiL,,t,��.il(,,'ir)tis,,41�,�11:1' flashing si-fall be app��ed in a rnannerto prevent the 11 ,� , ",i - i � �� 1 ­­_ I ­­ -- I -,J I cav�:,F -to the� bu.0ding structu,Lral frarTfirig 0on1i­)c,,fI,i,-' I � - 'F�E:.:�-'!["RTLITECffNl(,"A,�� ­­ ,�W,fft%�j:�I�i -i - � _�, / or penetra .�r!M- . EXTRENIF ­----­, il .. � � i� ��Or, ",", ',_ 11" t " Ir I I - i -- S. C 0 R cc D entry of ;water ol,to fl­f� �,,�,,� tion ofvflatei I 41, LE rTER ON CHENICA I',' 4%@AAP Riiii:,��J�, , , . "I ?, - ,1� -44, '�;il � ' �'� f 1, �� . . 1 It, I I - , KIZI, M 1,51t!N�& - I , " = "","�", \ 11 �,, MR, I , �,� I - - IRELEASE PAPER R .. , . ::�M" , - ��P, � %4 ���i -1%,f: if " ��4� ""R� _� = i . . - .. �- -I I � I 1 A" a �r_"_­r finni­4Ff , ­ ,rf , �, I I =_�u ,%, f�:� �! - 11 WINDOW �00APAT81LITY egum � ,�, if "I 11___­-A_ -adhered P"r ,�,rl� i 1- 1- - - - - I . It".14 ,I, '11`�e:: _r), " �_ h­­­r-­i,,ed as flatd- ly xitlf ,%1A T t-- shaI4 be seale � at the un­d,ire wit' ,,,, � "' ��', " S , 11 Self � z r`ASTENER, -, -­­ I, , I/ ,S ,- " ,,, 0 III �'is I ­'R 1�`, L , � L_ � - , - 11 I � . . __ - __ 4ffftt,,� 441411, Mug - 'I, , � I I , - -i - ' 11� : � � , 1', "I. ,� �­ ­ SELF,40DNE RED FLLA I , �', �% �� . __11 1. I 91�-FOPE COLMINK_ �7COA� -i � if ? i, e" ,.,�.�, 11% $UT�71%s E ? 1� I the building we , r'l --.in 1 - 1 -nif Ivincl �vlth AANIA 80D or ASTNI C920 Class 25 Gfade NS or greater for proper joint e,xpansion and _ , _� SiNiNil - , I , 't, i � SH V-AiA1iE5fFD �,�,,':��o�"��illl�ir����l�,�,L�, \ - - ` - I ­1 -"�'� ­­ � Af, , ", , "l­ ,_ - a, seala, � c�i,­� m ", - 1) SEALANT A T , ) I il ir z i � ", � '. ". - - __ "r . -,���, a '-L,LE'42,�,�4'_��',N �',�,,,�,,,�, INfIgti I . I NqLF&rjj�� f:' At�tEASE PAPEP TO i��ICSE . ..�',,Oii_ ! i � . -_ �� . III '-. _ , , / iclf� TO : 1, I `f�,�,, �%t, , I : "I " I I ____ , ,�,,, I I e.DHF SW� " , �',�� if` VYW p contraction, ASTf0i'" " R � I &AJIVIA 81 2, or old er app,mved Standard as appropriaite for the type of sealant- Ruirl-applied merribranes osed as 4) SEALANT joiNi r � �, , i I _R� LXILNOA � _. i�: - " WINDOW BI,. Ul­`, -1,Z, 0LiTSIDE EDGE OF 11%. -�, �-7--,!11 _'. J : ,,, , ­, - f � � I � . � Q'i" 1 ­z, ­Z�, if�Y"_� ,fER'f�C.��ill-ILq�'Pr��",��l�,� �-_ I—, �, __:__,�`ILZ��11 k - '� n 's�h - ,�' ,,, 1� - - /�,,'kf -' -* - t arfa 1, 0 I ' i � ­� - Bil-l't0tiA iaF �� \ F The ffast ingshall extend to [IQ s , ,,-. ce f the ex4 hor wafl - - Aip,proved f�asl-i rigs � �''L' ',,'�A_11 '­�, I 1�11` _..,�, i � / � I � '. /� MASONRY 111, N _,i�� , I flashing in exter-ar, � � alls ssl,ell ­01 n­` - I` --?: v �, A 7 - -- I - WMDOW BUCK t -. - � - v­� I AA ginps , � )k IJi, 1� f L I . Ir,�Ij, "4., -,�,,, - � . . . ... r�Q' 11 I / ", THRE' 10� ` � Ir I '41091Ot - ; -1 i �;`--';­i,"_i` , ��,-.J - 2� SEALANT ,K .1 65PLI, I " 11 ;� I 11, ' ' - _4 'N" .,- - , � , '7", 1� - "', , I shall be installed at " e frAo-,ovimg lt:)tzatfOils� � " �� " .1,��mfI, \ ; � - - , )INT , i ", , " I %F 'I, \. L I I I 1, 5) SEALANT FROm W, � t �.' � " 11 ­!, ­4% �, \\\ . 1i -.11 1- ... 1 \ 1� " , . " " it , ! INSIDE EDGE eiF : _,­"­0, =111 - -1 " __ I - , _­ - ­ " , 1:�, : , � �� I . '11" " - -iri .,� , � � � NI 1. i�mp� ,\ N I ,� ---��.��-,��:,,i�,4/` ,g ?�� I � 1_­� WIN00W FRAME \ � 11'�,` 1�_�__ I- 1, A � ,� - � - I _0 �' i fq-mp I L <-'L, I , ----I ACROSS WINDOW � `�� 9"i II13 .1 I - , � ,� , I I t 11 .� _,. 7, .,o � WINDOW BUCi,( i � "_�, 11�1 I 1� � � , " �, �, �,' i I BUCK � / : - SECTION -A (SEE DET" IL M3021-1, i , __ " � I , I \ ,�\ 17 �/ N"'LY-1 ,;�,, , - _J�__ 11 i I- ,_ ",,�, "OOL ar-In or AND EXTEND TO __ , "� 5 �_� , _,� __ " - I I v I T Flash ng at ex,.teriorvvk ,)CU'L onerlifi 'he suTlace lo�f the exterior Wai� i _­ - .1 ,_-� � _� ", f,, -1 -r w nr ovif and door openings, ' I gs shall extend to - - - , - MASONR ... Y—­,_____' I / - Y'SNPOW FIlAritE ig,�___ � �__ ) V� , I e�__:,� ?r --'A 1 ,�,,, . 1.Exten 1, � -�E - -, - .11 _� .1 I - I ,�"" ; "" I , ater-rest,10five barr er- CO!f-a;)Jyir1g WiTi-I , eC ia,r��, 7C " -1 'o- - L r � V � f I ___ i7 , � � � � - __ ^�� I )1], T � su rquentclraunage NlechanIc.,,aI0 ��,,,�tt,�cl�i(��,�i�,��l�,E��x�b��el',,,-is�-��rig.9 - ATIA(� , - -1 1, , - I finish or to the �v, , has L "'f; ` � - - � �,, - f ,� L� � \ ,," / �, t) e�o - , � � �_ " - k - SE"rF­A0'-iEE_PEC1 PLASHING - __ I �,� ,_1 ,., � : ,,� - � � ­1 � � t1- ,­ � ,/. / I 1� L: "I `_� �____ = �f � ii ­_­ I-- 11��, , ­� I ,) , I - _­' --- j �_ I _� � _ E I - e_ �. E � f �_ - I - __1 -, � J I r', L 1 , I r I � � �ngs sna�l be Installed W-i accordance wrth One or rnore Of tire. - � 4, Ck- - I _,­� 1"� E .. ­1 - - - � - � - - ­1 0_­_ � I - I -i at e� - op !, - D SEALAN I "­ �L, .., FIE IR (,a' -4���< ___- - , - f � 11 " � - vv)61h AANIA Fast Inc -A -,�(,,r,v,�,I,i��id�:)wa�"iid,�,�oo� I_eir�, '' , REQUIREMEWS -% � \_� (2) shall:ccrnl� ! ,_ 7% , - .kr__ _____-�-4% 6) 1 00L E - - I - __� A f �� - � - - BE.4rn BRIDGIING e - . � - - 1. 'I-,' `� � 1, --,-,, 'owi-J� � I - - ­ � - � - __ - I 11" 1­1 ­1 ti I ,� > fol I 9 , LILIG AND WINDOW ­ - 11'.�', �_ __ -,- , I � , P 11 , - . a __ ___ '11-11, ,',_1­11" ") 11 P-ie `i,-,, I i­:-�5u-atii.,.,,1n rn;�v­i - ,ufach.ire�'s �nstallabcin and flashing ir1otiUCfiOI1S_ OL ft'N­ aPPLCatfarfs not addressed iri the fenestr,z3fliorl COfn Y/ \ S� :D,� - "' . [) � \�� � ___111, FRAME ­­__ ' � Al ANT MNDf,')W f eAME T 11, -,7*, f,V= �;�Y.-�� ,��" ­ SEL F4$JDHE'REO FLA 3HING -- E - - I- � - f: � L�_ ...... ____-._ _��__>�-��, r - - - - __ -1 ,,�- ��_ I 3�� Of ' , 415- NAJUNC Ft ... A,NGE "" � , , , - , � - - L . "I - - . �� " __E � � I T L., UCU,-WIS if" aCa" F I faC11JUS 15 MS1VU1CtiOTI_S fiNhere flashOg instt­Lt�,_;t�OUS or detai�s are I � - I i ij iaa� I, i5 '� F �:., - I u � ? i � / - 11 _`_k­ -s r ifiJarice with 1� (,�,,� flasriinq rnanlf.if VVINISDAt BUCK ALL TI iE VNAY - zzz , �_ , I �, 1, � I-' 4 ) � :tn ­ - / ( � � rflaf ,_ e.] "ri - M Uf�64f� �,�,_�,, I � Li .1 I,h, ' I � 1112� - �_ ii, Y . ' I " " I�LIOP` ,�­�_ - - -1, - i - -t f 1 a � f,� � � -� -�:l 5 in af � � if- �'L I rif S t a � Ito if-l" am f t h i �� -�L � � 1 o '11 e XL t le !_;'�_) t- 'i%� � t 1`uc,rvf,- ,� -)Qr �,- -ic - -ig 51-T,r-ir be sealed or ArICUNC . iNCLUDiNG SILL- / 1, , ­r­ , 1_', , . 11 ",i / � '_� � ... I'll 1110t � f"Ovi" -_c�� na ­ -In 1 ,�t ,ip -r1ini;Ft. Pan fla5h r "� I, __ � I P­ , �r 1 r 711� 1 � F P e ' I G I el I / 11 . ­ I �� ' - , - �f "� �2 ii _� f 1 1 � _�,,�, , DO NO 1 V t ASH OVER � r � .... 11 . - , � ,�r'� � d �n �� � T, - a - -rhe exterior, Otail finish Or to Vie f,fvater resistive ban'ter for sul.,�Siaqi,ient , fi "�� -i .I f. � c h a n, anr1!(,:q ,a to I e, surface of: I i I sEAL TOF, OF; ,)tS_1 I's A hi, n, ( 11, duoct fiv�ster to th -­', >­,f" -, ,�� 1 T. , - ' ,,, f,e / 1, UNDER DE(*,ir,J( r", _�,�,, " , � r E F BOTTOM RitiJi-fSf. , I 0 1 " I 1��_,,,, 1 -3 I n a fa if:,�L 0,1-j:Ef�T_1111"'S dc,f�r-irff ,,orpcwate flashmg Or f.)rOt&C1 io�l at the head and Aides. FLANGE --�---- - I , RSEE DET,Vt IfVr, 'tif L 1 ? " , O �,.- , ­ ,..." par) fiashi-n.lp shall inc I �. - � i H � , � i � 1� 4- � ) 1- I , I , � I I - _­" "--,, I I � ,4 � If '1� �L — � 1 1�2 1.2. In a�,."!,�c,,,�f,f"",-,,.i�L,Ec-�--, ,,I,qth the TRatdhirg- �Tziesic,An or r-rfetf-od of a registerecl desig.,.r prolleSsic.,nar :� i.__ - __ � ��____ 1__­___.__­ ... ­­_ ___..___ " - I i i i a, r y jLJ ___ --A­L­l I ' 13 1,3. In iaccord'arff:,4� tvvith izaher A11r'1!fP"1,,r-,1t1_'_,_.1 CY�f ,c, d a SCS 06 05 CMU tNSTALLATlON �6 POINT BUCK AND 1 SELF-ADHEREDFLASHiNG SELF -ADHERED FLAISI-IlING , r..% ; SELF-ADHIPRED FLASHING I L-.J L, .. F-, f, 1, " I I � ;, ,� A ,,, � � I.1, �A, 14 �fh � : I .-IfIf A.`;A,� .14"' 11:C'00� Ff 1-1,,) A.A4AA 200, F�,��,�l/�ill��ill�,"[--�lli��,li)�I 2,,50, FNIA,�J'k-AtIlAi, i/vT11110,A ,300 Or f-�i,��'�,,A�,,�,,"I,A,���:1,A�,'�Al�D�,i�IAi 400. ­ i F_ � L �:�', � � f'l, C I ', . �k � ts FENESTRATION INSTALLATION AND INTERFACE ; HALF ROUND WINDOW WPO4 EXTERIOR D01OR W1 . .. rH DECK W 05: INSIDE CORNER W P, 0 6 'I A In aco v "r." _� _�I 5 5 � � 1 2' 11 ,�iiid�,� frantis Or stuccf.) a,f,,�I��S� WN'i I)I'CsaCtri1cI Jit',S, on both Sides Under i � 2,At tt�e iiItet,,�!ect�ci)n i"_,0' r'.J-I1r1It,i_-VS or other inasonry f�',OrlStrj�jr,tj�rarf � - ­ � __ -.--------- ... � - � � - - - � - - St U CCO CO 1) � i i !0 5, � ,I I 3.3.Unde�- anc, ;,Ift the end,.n of rtlasor�ry, wood iDir rreta� coping.- _A! I Ground I �� I ps And fs�fis � �,',�,� ,;," -7 7 4. 4. Cori I .nUOLI,'S� Y above ak projecting wood tnin, -, � ;tt ­ � --,re '' 4 - �Dr - - - '5 J­frarne (JOfIStTUCti0O - ______ - _�_ ,_ __ F- SHEA:THING I : --__1 . """' - __ - 5,5M!Ii�-� � ,r:n�ti�.�,,,,iaf urches. decks, or slta,�rs "'Ittach to '. lifv'�:ifJ or, flocii, asierf,�[�)hfi of I"r)01U --- - - ----- - - - __ - - --:-:: - I ", __ -Z-_ � - ii� - - , � . I �_ � - i I ,1� - , , ,�cti -,� Z � ­_ - __ ��, .__ . � � 1� 7 1: --L_ __ �, I -j"f .-..-- . i -� � I � -if inic, 1­t:�­.­­i� � , ___ _­ ,1,:___ I 6.6,Atv,!, , or,�,,i rcic - � I, � o t", ,,,-, r, JUL g4��._,, _­__­________:7­1____ " `L� - 1�, I "---------- �`,' - - -, __ ­ i " I I ­­­ Wator Rinistant Bair Der i L U I tG f"' L 11 . ZZ,�=-_� - _� ­1 I. - -, � ­ 11 �, ------- 4___-__ 7, TAt bu-�,flt_lrr "�J - % :� ��a�. �� - i "', �,', 11� ­_ - �!���� ­.- ',',,I'll,,"'' \ -, I I _____________;�­­ ­ -.1 I - ",,,r � - ­`­,,", ,_ , - � I , , , , , , ... 7­hl ,� __ I - 2 L� — ­_-___­_ - __ ­­ , I I\ .,,��__ �,�,,�, - , - _­ I..1111,,��- I'll - I . ­� �, ­ I 'Ll� __� �, i ___ __ 1,111 " � � — � rikkilD. SILL AND HEADDETAK / �� 1� , � 'L : , I I ,,', ; .-"r afill : " " � �, � - r" " "' I,< - I � I / � , ' -` , r� 11 ", . ��'111 ! .- APPROVED SHEATHMN10 -_ -, / ,/ ,� "I � " / i E3FLF-ADHERED FD;SHiNG __�, ��, '-"`L_ I ,� — � " "I " � - ,,, , ,,r - \ I . - . If-_ - i �� — "I' TH E 'SE `— "I't 1 1 Q " R E G E N E IR I C A N 1) N1 EANT T`01 S H Owl :G E N ER A L I ,,, M1 "I,, 1, �11_ -- Sheathirva - 0 L_ LJ E: 1 f-U I --3 M I if APPISCirilED HOUSE16"Irriiiii) ­­__ ,= f­ �/ '? ,� ... PATCH ,',�11 -, "I", f ____ - i i . � �_ I _� I , I ­_1 � _:::�� I I I I/ 1, "", 4, ,�_ I � STRUCTALA rH TWIN TRACK 2 5 —.-- . . ,�, � 1? .... \ 1� . !_ , 1. - % , , � I . Tr -,- - ;, : '' I 1,, N 'I',',';", "� � .E,., � I-) B E LRS E D, � —, 1�­___77:P. , �"11', .::L . ........ ... ­'�_, I Slucco T- f­% . .- \ , I . FLASHING AND WATERPROORNG METHODS 1 4 1, :: . __,,-.< �, , ":, " I, ... � ,,, I I " .d :1 11 I. Inc. � "I "I , `��, � " � I \�_� I �N PLANTER -­­__-_.,J 1 � !�:, "', � I /� ... � � I I I A , r i Virtual eview Assis iiii4'"( ENIE I � __ � - - It � f, I . A , � - I T : 12 r4fli. Qnn) J.'Jis"Y'l �()K EXI REP41E ­­­-­ A - - ____._Z� L I V\ i I I . A i 1� t � Plans Re pprove( '-,-)- . ­'_�_ __­­ , , ',I I Ifi , 1/,"'," i i 11 iii � i1f, ',I ii, f /J�/ if r" /I I ,I .1 1, . I I I., �L - 4 i A vie completed and a . AI-IPR,'!iVEDFI.A�itilr4�Ul'AF-It.� ­--_ . __�___ I � ii, � �� I � ) � 0, I ",11 ,:fel � . t� ­ r I � "k �� ­ 1­_, : I � � M 'I I � �f '-/DOUNLE 12 �, ., I . 4 I I I --- - - ith the 2020 FBC 7th Edition ­_ � � -1 � � 11 - I I - �_.b� I It 0A i .I / . .-IN.M.1,1111 = . , - - F . 11 'V'SEALA1`,4 T S0CXIjrT NTti _­­­ ­ � ... �, / I, 11 / ,JOIST i � v, � '7� ,I - " by pebr Anne Klahr PX2300 ,� i r\ lo, I ­_11-1 7i�-- ('-filen t P, kfJS!(-_',T' : . .. . .. . .. ,_­_ 1� I , �� i 11 � , I i ,���z���)ILtiDAf)F�'R�i�)'V'F�l""'�SEAL.�NN�"" I 4- , . I -_ --- - - 11 I - " � � U �. i 11 j i I 1 1111--l-11— - __ -1 i i )11 1� �, . .1 ,. - - . � ,,, X I WOOD - � � � ,�­ � � I - 'flk` f �fi,ifleni Plasrei , � -1 - - ii I C�IICC_ U 1,1 L-1- _­­ ­­­ - , !_ - I "o, � � � BEAM � 4 M Eafif�e V�,!;L� . ­�7z SINGLE ) , ,/� ,if fA , ". I . - - Faunoalic��,� Wall - � - � , , _r � I , J r I I , 110IST If �' 11 I L 1, / i` R_ P L 0 V`1 SF-L-- DHERED FLASHING � L ` L �, ­- � I / fl, AI "',", " I - \ -A - I - � - . I 1- _� � �%ff'.Ci,'�,­ 1� - ___ I . I - I .�'_ I 1VI J.'_tf , M 8r".,C'(8dancfe wiU­i ____ 1, \ \ , - .------ , I �Z'' \ � �� // �"" Awwr . . - It I �, _,.,, n � ! i 11 �:,� ��_ _ , I I \ , "J, I --ADHEREL FLASHiNG - I 1 1 -4, � - 4 1 ­ f� � -, '_ _ "� 11 �` T It I (", �f7il t 'Ar'� � i *I,, SELF - -- " - . - � "�_I"­'% , : , I �i 110� ­ 1, . � ,� �/f", �� � LAW / i � I ,.- /I 'N, � 4� 1 : - - > __� . I , " � -, "backed irj[,ii� r - . 11 _ ... It t . - i .'a / 1//�_� AW f ___ I 'I . N _�j - - . I I I .1 � - --- � 1 r,' � I � F­ 11 � - . , .. I __ . � � , , � L �, ,� lf� ( 2'� -4- 1 � A%­L.1__ Ll-,%-%,, - - , ��:f� , "L"""' ­ - ----- ,P a i I I � f,72-:��z_ r � . ��_'l L . irict? "'�' - - 1�� ` �" elt I, rsii* L: d rns,�,U am W 11� ­ " - I � I _� L � �:.,.A �rfl I 11 . [at', F- in �I(X],'�,��d�� " l 1 ., al I N -- ,__< i - 1� , _L -_r__� _ r �_ ''�,',,�,"-""�<,rr,'��r.'�,�,,, � I I , � � 1, �" ''I" J V � , r, I ,� � , ; ��f � i �, - - _' _ -PVICI� 1)_1 L r I � - I I / , �1'11i ' ' i 1: � hff*�e' �Tr: '��,lr'(-'O"d"llr'L��",�f�n:" I f I - �-, '.4 " �_ �4 ��_��5k�.� LL won AM I _) � � `�, , - , � '" I— SELF -ADHERED -- SELF -ADHERED 11 4 ", __ __ M- , "L,,:'-.-,-",,--�-�.--'-:�'-,-'r'-r , ,,,,, , "' "' - - I : r " 1; \V �', `N_�( r ' r,��I;,,­ %� , r r r' � ,,­, r, � � :, � ,, , , , , �. - I , 1_?A� I / , 1, I ". �LTMC 1063 , F FLASHING FLASHING /-\ ;�� . �-] � . _� �1­'­',,%*t,_ I vvil-t A"�"r 1� 5 , I I , - , , 1��,,,�'­.,d�,�,,, , � _.'f_­,,��, Y,7L L - . � � I , I X� � � I. , -, __,Z__r" __­ . --- �, - j i � � - 'I I I L . _)-��4 , - Itiddinc� �"',,4ae� : ." �2 ', " i - I _F ''--- - - 11 -11 I - i - i z ­_�_,��-�­,-�,, , , ,r-,P­a� r,­ ­ T e r. f I r. , -,;�' ,1� �, , 11, L 1v -_ I i - — ,� - i \� _ �� ­�� ' I , r' - , .-- � I Pap,t7mf - � ,- -- - . I r - �J - - I ­1: � " ,� ,�-." � _ ,,r -'r1<1 � i ,'�, � i,x - -1� 1_1�� �*�, � - - ­ - Buoriijrff� - N - L", 1- ', � , r __ - �_ � ", �_ n � - I AGN�!� R, . . � ,� , - . - - I "I" , - _�­ I - � - - ,I q � � I ! � I , - ,- �.,,��Z- ___ ___ __ ___ - - ___ - - I _ I . - ", 7 - ­ - _ ­_ -- R, �,� � . �� m , 1, i�;,R��3�L�,,�,; � �', ____ __________._, ..---.------ - ----I-- ,- .4 � I . � �Z� - I --- I �, �,,,,,,-,V�j� ,,,"f1,, i� � I , ,� ,, ��, "I - , - - -7 - I - � , , ,,al� I,, ­ ��,� i ­T " � �r � , - � - ,", , � � - I �,::, ,�� - - I I " �� ­L� �­ � :� - �. ��__ __ � I � � - I - , , , 6,13, �,��,� - I , � 7 -_ , r � I — ___ - � , Ing " " I , -, j - , : -- ,temn - r �,,'�,,I� ,,,�r,,� 4 , , ".. '. �, � , , � �,�_c­l L I r.- a : ��",Ill,i�,�:1,�!,ILII"""',",�'�,-,�c,"', 1 - �� f­ I /� J I (- S 91 (n 1. - , . I ,L � � � I I I ��, �I: f jl$,�,,��k ," r , j i . � � , r 1 f,-.L. � i 1 "4f � ',:� 11 L ,� ! ""ELF -ADHERED FLASHING I - �, \ ]� ,' - " "I,- � " , � I el S 11 a -1 � � r -,-,-4 SC,S 06-02 WINDOW FIN: INTERFACE WITH SELF -ADHERED FLASHING S � I .. �1_ - I - � ____ � I � , -1 - I I ­-__ __ - - � - � FOUNDATION WEEP SCREED � �, 1� I �_ '. I - ; -,Fa­e,� �, I ,� _m i;-- �f,,,! � , �,,I� �,!��` � I ,� - " r', ", � f , , �-_A f;�� -- '<,�q' r:, ,_ - � I';, 'I * 1111011111111M EXTRUDED SHOULDER DECK JOIST W'PO7 OU I'SIDE CORINER W P 0" 8 WPO9 's � . 'N � �% ;I V, � , [I _,", " � � 'N — i : .. I " —, f, �',,_,­ ilLI"I'll 1� ",�'If,'_­ I.— r! I f I - I - - , " � �, � I L : . , 2�� 1 r shim -q�T51 1" - : , g I � : ", I ,�.� � � L! � I � ,I �, � ! momo� � I- ., I � _� "__� ­­�4­_ j � i 1, f 1,14 '1­ �f .1 - __ , .­ -- 5 re - izoer, � . " � I , 11 _ _ I Ir ---- -_ VV ­�__l - 'd I lil I f, 1� , I � � I- - � AM - I - i � I - , , - r - rr- - ­ ...--.-IT — I - - -_ � i � , I r I I _. 1`�_ I . I ., ., ­ 1, �, � ,-, I il 'L - I � . L� _� 11 "I - � f ni �-,,L ta! i e d &I I � I ­ i � I , � , A*"% : "/­ 1 � , I'll , , I � - F I �� I I 11 I - r : 2x FRAIv1EV1JALL---­. � � ') 11 .­­­­­­-­� _. , I .� 7tc_ � I 1: . � I I , , SELF —ADHERED FLAS"HINU I I 1. \ I I I _­ rff,,1"-,,inUfaL,1" "pir,"cs. ! "I i ><�<', J . . �____, i( i / <, '% I �,, - \�'�, I", __ � I" I l I �'. "l-, "'] Ll,-�,/ rl % 040 ; i'l / ; L__ ST R I P OF SAF I 'N�11, , � 1-1 - ­­-1- \ ", ; I If "I � W I -,/ � LEGEND I- ma�ritzjlfl r i Stanicif: c P Or simdar 4 I- - - ! L � - , � � F Ui i - � . - , � , , - ­ - =-C- 0 - \ � --" rg I " , 771�� I . , � 71�:�. . - _. %__ I : I " � I I "'il _______ - = i N--� � 1 7�:," a) - I i , " - I � � I HER - D 11ASHING -_ � -- Batf!��, P - 'IF �,� � V., i PRODUCTS D'ETA I L 0"" TILE FINISH � __ I �� / OF! f ADF � - L - � I (SAF) ! _­ - __ , 1, � " c,--juk bit,inom 7 - I I -I 0 L I z / I � � � I , � I I - I _,, � 11 -. in t C I ___�__� I,-, \ I �, __�-- DRAINAGE PLANE tTR6 I)TRAJOAGE PUANE f(D,P) IWEK-RIER RE-51STPkNT I I � I i I 11 0 ­ F \ / / I \ -- I � 'YVfmtrr, scf--&�d --. i � -1 i a �nke : , ,� I 'I) -_ . i 11, -,, �," , � 4 I I -, " BARR,, H�. V? �IA`Rilr — — — I : � ,, I � . �., il � � ',_ - -------I I n � / I If 0 = i \ ! I/ - - " ER RERISTAN- BARRIE=R — --- — i i " 2 " I .7, 2t " 1 - - � � - , _� � - " L Be L VFAIH I E ,_ - ", r-,,..--,-, ....... �jlvp (A ,�/ 50ND EAK V - ,' = : � : I - WATER RES�lSTIVE BARRIERS ARE REQUIRED BEHIND STUCCO \ 1 -, N D RREAK WRR SF I L � i - � - n� I . �_ - � - f - - 'o sc� se'ri i � , , � � bovr � � U) I ___- B -0 i � � > 1". -1 - � I _� L - ir-\ - FJoof � �_L H - -- I L, _­111/11\,Z__,1_ I � -_ —_ 112" DUR0CK­---____. I 9 i N - " FURRING (SF1 - iiii . ­ � - — 1 E I --- . NS I FR ACC,E'SSOR'Y [ i S I tt', a I il i � I installeo,ifs FIIsr ___ -, i . '? , - I - - --- - [ il�l i --- 1�_ � � : PER THE FBC RESIDENTIAL 7TH EDITION (2020) _­_ I I M \ " / /� i P�,. - _____ I __ :� / le 14 SHEA � iIiNG�'OSIT- PLYWOCID, DENSGLASS — 1:7, �,T , ,� [ I - � L :z - 9 � �111 _. t; 1`1 L_� I I- SF LAT I � � ,­ � ­_ -_ �___ - mant.*�-_ Specs ; ' PEF ;� I ,� z - � �1!i i I ", "­ - '_ �, - - , -- - V-4- Z PLAN -_ -_ I , � _-'I __­ I � , _ cm cc, I V 1 I I If, �� _ r _", I _� � 0--t- - _ __ I � r, - __ - !9 � I - 1� f - - . f ­* ­_ - � 11 L 1, -'- Detail Instructions _V1___1T.T1 P .0 a I I WHAP, DP WFAB ON -ND ; - _­_ fi I ,,,� __', `� > ! "'. � � I - � �, -­� � - - " ­ -- - - U r " ­_­ �,_, , � ,", � ,,-�� " ! J ", IfVl �"-'er-,,i,e��,�fi�,�,r��l:,J,,4 � r. ER PLAN : ,vr 1 / d L"J-- 1L­IE LFRTII . . � 0 1 � I - I 1-1 = 7 " ANNINIIIIIIIIIII R i I Z� , ".1 I i efer to the number marked as l,,�) in each detail that conresponds to the e_________________ - e f / I Cernent'Pl, , � , ""I"i � I - ,�i ,,�` St RVACE To 70f�,' (,-P:� i -S4.' � ­-:1 I ,_� �, "r -ii , 11, �0 00 \ 11 I I I �� "I 116� 11 U I L ,� 1� 3 i I " � Dec�xafiva� r`in�sri I - --­­­­­-- " 1 7 ,;�� "I � � " ��,,,� I I it , " � ____­VV � I �F L I I -11, 1fr ­ i - I numbered. items in the list of instructions below: : i 1, � -1 - � . - - �, L - ,_ �­ L I " / � 11" 1% L. : : I f 1� I 1> I - -_ � � If 'L � � , i i . � __ I I ' I '_ . , ,,,,,r VNI- � a ,4, : � i I � il �_ I I I t SaER with ASTI,'A',C926 �J � .1 I P! �� . � -L __ ��, $ : I - i k q l a, i / ,E i I -1 �! I "e P' ' ii � ­1' V1 , -, - I ­­ I I., ­­­ - ­­­­�'�f "7'""' � 11W iffs de and AN a � . ' - t �� L .1 �e?;��o� ��,� I , ti � I I i I � I ­ - "I � - ! SL0-_PE 11 f, / , -1 ! 4& �, '.."11- r , , 0. , : I . . _­ " Ir $ 1 1 _1 i i � i � . ,1' 'kifII" -.1 -if�t: 1, Ir"011 : L ­1 1_� - '_� 11 !� � � g'.�,rf "WAI, � � : it ich -OW 1 � Install self -adhered flashing in order as shown by number's : :Ii___-_­ ­ ­­­­ ­­' ! I � <7 . . .... ,�_­­4, 11 `A i I � ­, ­oi I %ximmm 't___!it, : L - - I " If I- - I 1,*` tINCH F L riCIE over wood 2 n, � f - -1- I \ N 11 , _� i I 1� liL'> !, If! � ­ � - I . �i i� ,I _, ; 'L � I r IIIIIIIIIII111111111L 1 IC4. 81' CMU ­-­­­ .... ­­­ ------, 1, " __ _--_-­. " � I7 I firoor i I 0"') "I . I , � ­_ _.. .. ,..,_...­­ � 1:� N & ­_ - - ___ 1_ I � ,,, \ 11, __ � I __ � i ,��,f�,,�:�, � 114�;�AY,1� �- " � - in, e -i�t,et M71- . - � " I I k" � I ] !1! � f ,LL r - ,k,� , r­ 11 r i�'i f, if h", be it '.1 . - - � ;I - * I \ \\, -4 ------- :� ��.' ,I .� � � � r _ 2� Install flashing and weather resistive barrier to form water Shedding - I ­ -, - ,,�� ,,, \_1,L',_',,`�!, " --' " - ` _r I" __,� " 1 1 � J t - f� 1: -_ ,S ,� - I . - . I . _j - I L. U�A il" I , . � I Z= __ _ I ,�� i r . � � �,_t" rLL, � f I � A F , -_ I , . � _ _ - ' ­ - 4'i OR S' CMU � . I'M- L � r f , aM III -1. - .- "I E� - — — — — _ .- & , \ �N �in -a I, ut anc� c,aufli�ed k1i : laps . I A�, ". 11 I . � : 'r � � -_ � - � _� 4 � I I . , " I., I I I F - - I . I " - !:� � r , : AIIIIIIIIIIIIIIIII111., — , - F - � � � - � L , .- z i I 1, ��� , I . � V oS 1�, I 0 -------- �_ �-- — 11 C, I I ! : ­ - , 4 - II,, � li'kiiif Z 1�' , �, 1, I t , " f, ni,�,�,, ci to (PER SEAT DEPTH) i - I LLLL i "I , 11 . � �� � �� ��% "� , I r � l� _r,!f 1! i - ,If ��t: ,�,�,�O� l��, Dun FrIAIRS r I � - I - - - -1 . ­ z z � ,�/ �_- -% z- - �,- I �, . __ STWCT URAL FRAMINO i!,f, �,,�� � � J �Lr!'�'�� 1�: `I��f �,Ip 3. Self -adhered flashing can be substituted for build � === I E � ��, /,N, ri "', I _�\ /�__% �, ' - " - -'I III I �,� ti�ii, ;=) ling,paper � I'- _-_. I i '? " ­ ]_�.� � I i , , 1 �'�,rt"� �, �, Z� , W110R`0 � kam) .�Ar__ ___ - < : < I 1� I 4,i IV— � : '" 11 I � I", )�I --�� �,)o,:����i�������,E:iii.��'��ed using _J ; - 9 . - ;1 �4'.F,i Is", I � - '':�:- i M 1 4. Split the release paper using th er In pcord (Split release on demand, ___1 � - '' I 1� - L l_L_-____ - - �___ I -.111i �1' 11 1 ; i k i - _:��, __ ,�,�" '�, , el ,�,,� LL � � � ­­ ­� 11 ,:��::,"`It,tao?q ��! I : � i ,- I- ( ---- a - - - I L � fr- I I I 10f , I ""`10 - - � RUC I "iFtAL SHEPTHINO K ,� - - ­­ - I L L — . ­­ ! ­1 9 T - ST L ­ i. IC �� � � - - L � � - if � I� " , � i � DI! 1�rirri, t, - , L ' � I " I % "I" � I f �'.':_�-I­�_ �i'_ . — ., . - ��� r - I 1. � � i f �:::::::: - . " - - __ + - � � i , � � .. I i . — � 4 __ - ___ , - ­_L - i � R � - , �� E f , �L - 1, ,f�,I f:::f::::I�:: � " i r � r . _ 0� CC i I I �� - If � i#`�'-,� G: P IS A ' Sf fl__ OF ,� . H E � P �� � i &� :1 �Iaulk foi al,l: 0 - ., I UJ . W \ PLASTFRSTOP�-Jr / I 11 f� � f, I AOM% : - ­_ I t � L - ,VL ��_ ? I NATIA4 .,- If � � , -foring cuts 'a� �1_1111`1 ---i A' _`_­:�Z, , """ , , �L � ­. . ALSHRINKA(J: � _­'­ STRIP UF S'AP 1 LIom_ FILL WITH GROUT ---,--- ­­ .. ..... . ­ It' 11 � i'li 71 I I I V 4- ­ L � _ � � i _,��f��:;;I., str: ff i D c dic " 0- 0- i . A " I : ��f �, embedded in the adhesive layer) - for ease of Installation ana to I.-J, ii mininnize sc " 111 "`�ZL , � � � I N : jf r - � ", ­ 'it, - ­­_ a_ L 11� I \.�, � - _� f � L ( - I L d 1:1 F ;T1 ,�,,� � ... I - . - - 1, 1, � � L Q) \___.___ — i ­­ - 1­ \ f__I__fN,1rP__-1'_ , P \ - - . : I " ; . __ , - t � f . f ­,,��­ i 1 5� Remove all f elease paper per standard installation instructions and P �� - F_ . I - - I zjIe%§_ . � ' � � I r 1W.J. 0. , r---,- � �_. - � - , r , - �[ _ � I i 11 I � X � ­ �� , 1 � , r ,,,:,:,,, _­ "-d _ - ""',_.> , _r 21, 11 �,, ,—DRAJNiU,'Y PLANE WRit I I f �E f" I � 1`1 L, 777______1'1 _­ "' " , � - — , I., � If - 'CKER -­­ 11 � � \, �, i� : 1� ,::��:� . I - T __ , I , I = co "ONTRAUX iUS PIA.- ! I — � I . - - E 1 .� , �i I r I � - , I 1 2 " __:�� I I I.- '� ­­ , ` , - , i ]L� 2 W ��_ F­ a p Ff� - - cr n P I C � -_ .�� 1 r ­ - - RC)D & SEALAN. 31 I 'L L � adhere to substrate using a siW_iare piece of flashing material (6" x 6" -;; 0 - a �iz' , - ,_ - � 7 I � -HP GRP- UiS I 'I 1 " --- - T­--r -_ " /r I � Ulf -, I �,----SOND HIRLAK WRS 1, - '1­ -I - , �:" (D __ - 0 U-1 ACT 7=-,SSORY- , , 11", "f"L � ,L i - �r- ":�:�f� � ", ",r'. Minimum) I - - . A � , I = ' " 11' �,�,, ![:� � __ � ��_ � - I � I -1. ,, ^ % Cn - - ,, � 1111, L. t - �'L SLOPED MUD BED I �, _�_ - X r I I - - i � 1 i I I , � I �11 L" I �: ___ __ z �, . I ; � : � �111: I '�, � 2 V Y , _!�rL : , _r �. A '' i U� r - I .Ir - __.- .. W-1 - i � f,� -- - . ­ . M I I r- i i 1 L ", 1, �. .... � - - - � � i 11 I " — ."_.- A I " -11 ��_ - A I � , .1--tir-Ir 005F, , I ��, ­ r- - -- - - � . ­­ � L , � r �� 6- Fold as shown by arrows i , lg� ­_... ". I � ;; � -1 !�� M �__ ­,­­­ ,� I � I U � - - 7� Angle of corner rnay vary, adjust folding of the flashing accordingly to P r I- _ __ � , ,1 - �h_ W 11 , . I a _ �__ i � ,­�, _­_ I � I I ,, J�,��, '��:r'�-­ , � I , - (e ;_z - .1 / " I -IL i _,�, r­­r " �, ­�� , I 1. : I , I �' L - � � 1 4 : r. I I r, i , - � ­T--� , I '� E ,f 11 I ­,�_ , I � 0 ( I , �_ , \ i I : 1, � 7- �_­­­­­­_­­_­_1 ­­­'­­.­ ­­­­ '­­­­­F-_ - ­-- � ­­­­-1--c - 11 A I ___ _ ...... ... � - r- I -11 .- i -_ � __­ 1 _� � I N � irL 1 1 - �1 f M I T . - E � I W i : � fit tight to corner VINYL SHOWER PAN � �, I : ­­­ a � I I = i .- �� --- . L � 1! 1� I � -1 r& 1- -- , � N � I ", � , L � � � r � I Ninte ­­ 16 __ � ... ,, , � I / i r � I if\ A " . &I � -� 4 _ i . I - -_ - . 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I.,, er - - � --- WOHWO, 1 6 0 1 19 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 311 = 1 ' - 0" TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED — WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL---- CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN 11= 1 1-n11 v 0 HEAD WALL 0 5_�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 WALL SHEATHING PER PLAN— —,_ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED---_ _ WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE \ STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO \ TURN UP WALL MIN 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 j R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. O N j WALL FLASHING O R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED FIBER CEMENT SIDING AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O Q O FIBER CEMENT SIDING PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO WALL SHEATHING PER PLAN j U) -� WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. Co SHINGLE WATER CU -0 U co RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C O O SHINGLE WATER i Cl) RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O 0 O OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O Li - TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O O Cc `'— O FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� O O STARTER STRIP °' JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED cn N L Q CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE � �O FLASHING TURN 3" UP WALL lo COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT I— -0 U) Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT s7 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 co 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 [.',IN 8" CO ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE d 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" DESIGNED DRAINAGE SPACE. 6" R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S ul 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 - BUILDING STRUCTURAL FRAMING COMPONENTS. W P 12 3" 1 1-011 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: 00 STARTER STRIP— °' 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 HEAD WALL TRIM FLASHING UNDERLAYMENT THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION Z' CLOSURE INSTRUCTIONS d001.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A `t 00 co STANDING SEAM METAL REGISTERED DESIGN PROFESSIONAL. w` 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 /W 250, FMA/AAMA/WDMA 300 OR FMA/AAMADMA 400. j TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH TURN UP WALL MIN 8" PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. ' 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A r CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. ROOF TO WALL - STANDING SEAM ROOF TO SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL WP 14 3If=11-0„ WP 15 FLASHING AND WATERPROOFING METHODS TO BE USED. CJ� JUL 2 1 2023 N Q C_ Virtual Review ssist. Inc. Plans Review completed and a o for compliance with the 2020 FEIC 7th Edition Co by Debra Anne Klahr PX2300 � � L O�--+ 0 L. gJ U) W W Q Z Z Q J SHEET NO. 2. WP 0 "4 N 07 a 0 0 . L 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-------, WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED— -__ WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL -- PT 1X BLOCKING COUNTER FLASHING 00 PAN FLASHING 6" MIN-�� ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6 CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS- 2X NAILER SECURELY FASTENED TO DECK - ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 4i HEAD WALL RAKE WALL I \VVI I V V VnLL - L)r-x1 xI XL-L I ILL_ I V V I %a \a WP16 3"=1'-0" 'LE ROOF PER SPECS RLAYMENT IINGLE OVER =DGE SHEATHING LAN =DGE JB FASCIA ADHERED WRB TO 'LE OVER WRB ON BELOW INUM BRAKE METAL WRAP BACKER ROD >EALANT :,O'J' MOULDING OFF BRAKE METAL IN -O ON FRAME - 7/8" �T SAND FINISH STUCCO =LF FURRING LATH ON 2- ZS OF WATER RESISTIVE IER COMPLYING WITH E2556, TYPE 1 (TYP) SHEATHING PER PLAN W P 18 311= 1 1-011 I- - - FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STRI 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:" ROOF SHEATHING PER PLAN 3"=1'-0" HEAD WALL WALL SHEATHING PER 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 BLOCKING COUNTER FLASHING PAN FLASHING 6" MIN - ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"----_ CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING PER PLANS rn FLASHING 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 OP 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. 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 W P 17 BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON LOTH 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. JUL 2 12023 Virtual Review Assist, Inc `, d plans Review completed and app for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 4-0 N Cn C0 O �--. U :3 O O . L. s= . � CO U to -a N Cu CA O O L N CO LL O .Ln CA -0 a),7= E O H Cu —0 1O .0 0 U) >� Q a z z W j W V ca 0 L- CDL 0 L n MM W SHEET NO. WP:2.1