Loading...
Levy Road 151 12 3 4 M 5 6 WJ 11 A 7.-0 V Sp I I � I I o qp n ��• I \gyp. _ ------- ( ---- I �k— I \�CQ I I I I N " \ IDIG.Ouv -X a' B i I Q R A�ATI"T "P lJ _DIG TR_E_NCH 16" WIDE X 10" DEEP- �- -I p S 1 I . rI ISI: t r _I• I o � FLUOR -- I MOD b4 .11 'I I r Mi. A= j La E Am. I c rx rQ. I wP I Io A. � I I f I I.. I ELECTRICiAL PLAN --- - . — -- 1/4 1'-0" 1 f. 'WP WATERPROOF SWITCH --e SINGLE RECESSED LIGHT Sp SMOKE DETECTOR I \ �- bGFI GROUND FAULT SWITCH SWITCHED OUTLET �� WALL MOUNT SPOT DOORBELL 25'-(0" ' \ _ DIMMER WATERPROOFCLG. MOUNT SPOT $D > ` " !� FLOOR PHONE JACK 220V 0)UTLET \ $4 4-WAY SWITCH 04 CLG MOUNTED FIXTURE 5'_0.. \ / TELEPHONE JACK as E 3-WAY SWITCH EXIT LIG3HT/CLG _0 TELEVISION JACK FOUNDATION PLAN 0 3 KD WALL MOUNTED 1/411 1'-0"' 0 SWITCH EXIT LIG3HT/ WALL UD THERMOSTAT TRACK LIGHT f-- DUPLEX 110V EMERGEPNCY LIGHTSD FLOOD LIGHT b Q FLOOR 110VD Q EXHAUSI7 FAN CEILING FAN FLUORESCENTS AQ GROUND FAULT ❑p HARD WIRE �--- QUADRUPLEX V 1 b �bb DSGN BEACHES SHEET 3B-3 O cL C BAR�mn7 ONE INB E AC H E S HABITAT DR J.A. CRAMMOND ORIGINAL DR DATE April 2002 4 N ...\elev-hi .dlv BEACHES Q N CHK IF NOT ONE INCH ON 111103 C 0 R N E L L LANE PROJ APUD HABITAT THIS SHEET, ADJUST Electrical and Foundation Plans No. O o NIO. DATE REVISION BY APVD SCALES ACCORDINGLY 10/22/2002 04:37:02 PMS I has CB-rr�1 1 2 3 4 5 6 ------------------------------ A 0 ASPHALT SHINGLES OVER 7/16 MIN. OSB SHEATHING NAILED 6"OC, EDGE' 12" OC FIELD W/ 8d NAILS ON PRE-- ENGINEERED ROOF TRUSSES AT 24" OC yy TTS 2X6 SPF FASCIA \"GWB W/ VINYL WRAP--- SANIBEL STRAP, CHANNEL SET VINYL EA TRUSS �- DOUBLE 2X4 TOP PLATE f� DOUBLE 2X4 TOP PLATE SOFFIT W/ CENTER VENT ,/ DBL 2x4 SYP*2 TOP PLATE VINYL SIDING OVER TYVEK HOUSE WRAP 2x4 SPF*2 STUDS @216" ON 7/16" OSB SHEATHING HEADER HEADER NAILED 6"OC EDGE, 12" R-13 BATT INSUL OC FIELD W 8d NAILS KING STUDS KING STUDS ROUGH OPENING ROUGH OPENING—,, 2X4 PT SOLE PLATE MAS ANCHOR BOLTS 24" OC WASHERS B JACK STUDS 3000 PSI FIBERMESH CONC SLAB JACK STUDS--,,,, ON 6 MIL POLY VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL FINISH FLOOR FINISH GRADE v v � d - 4 cn N SINGLE TREATED 2X4 SOLE PLATE O O SINGLE TREATED N d- 2X4 SOLE PLATE 2.4 STEEL, CONT TYPICAL DOOR FRAMING TYPICAL WINDOW FRAMING EXTERIOR WALL SECTION N.T.S. N.T.S. N.T.S. c ROUGH HEADER * OF KING * OF JACK ITEM MARK DESCRIPTION OPENING SIZE STUDS STUDS WINDOW 30/0 SH 3'wide by 1'high -single hung window 3'-%4'x F-%4' DIBL 2x8 x 3'-3Y/' 4 2 30/0 SH 3'wide by 1'high -single hung window (obscure glass) 3'-%4'x 3'-%4' DIEL 2x8 x 3'-AV 4 2 3050 SH 3'wide by 5'high -single hung window 3'-%4'x 5'-%4DIBL 2x8 x 31-Al 4 2 4050 SH 4'wide by 5'high -single hung window 41-%4'x 51:-%4' DIBL 2x10 x 4'-33/" 4 2 BIFOLD DOOR 2068 BF 2'wide by 6'-8'hlgh -bifold door 2'412'x 6'-9/z" 2x4 x 2'-4' 4 2 rD 3068 BF 3'wide by 6'-8'hlgh -b1fold door 3'-1%2'x 6'-91/2' 2x4 x 3'-4' 4 2 0 4068 BF 4'wide by 6'-8"Ngh -bifold door 4'-1%z'x 6'-9/z' 2x4 x 4'-4' 4 2 Q fi 5068 BF 5'wide by 6'-8'hlgh -bifold door 5'-1%21 x 6'-9/2' 2x4 x 51-4' 4 2 a DOOR 2868 EX 2'-8'wlde by 6'-8'hlgh -exterior door 2'-10'x 6'-V12" D19L 2x8 x 2'-113/1 4 2 3068 EX 3'-O'wide by 6'-8'hlgh -exterior door 3'-2 x 6'-Id/2' D19L 2x8 x X-3314' 4 2 2868 2'-8'wide by 6'-8lhlgh -Iderlor door 2'-10"x 6'-/0121 2x4 x Z-11%' 4 2 Tj ROOF PLAN Q) 3068 3'-01 wide by 6-8'hlgh -Interlor door 3'-2'x 6-101112' 2x4 x 3'-33/' 4 2 W D > a L.1 a a� N DSGN CL p BARISONE INCH ON BEACHES HABITAT T HEET 3B 4 O cry DROMM D ORIGINAL. DRAWING ATE April 2002 N ..\elev-hi .div „ Q N d cHK BEACHES �� 1 # ��03 coRNE�� LANE PRO) w IF NOT ONE INCH ON L�iO 0 dS APVD N0. DATE REVISION BY APUD HABITAT THS ESHEETn DNUST Exterior Wall Sec tion and Roof Plan NO. ~ 10/22/2002 05:00)9 PM ll 2x8 PRESSURE TREATED PLATE PLYWOOD SHEATHING DESIGN DATA MASONRY NOTES; WITH 1/2"0 AB OR EPDXY 2 #5'S ANCHORS AT 24' O.C. 2-#5 CONT. IN 1. MINIMUM 28-DAY COMPRESSIVE STRENGTH (FC ') OF FILLED BOND CAST-IN-PLACE CONCRETE..................................................................2500 PSI 1. THE TYPE OF MORTAR PROPOSED FOR USE MUST CONFORM TO C270, TYPE BEAM 2. REINFORCING STFFL MOR 5 GREY. c #5 032 C/C , • + U. 4 IN CONCRETE A) DEFORMED REINFORCING BARS...............................................ASTM A615-60 2. THE CONTRACTOR SHALL ADEQUATELY AND CONTINUALLY BRACE ALL MA50NRY WALLS WEXPOSED TO WIND AND/OR OTHER LATERAL LOADS DURING CONSTRUCTION UNTIL THE NOTES FILLED CELLS „ W(TYPICAL) , WB) WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND ASTM ENTIRE STRUCTURE IS ENCLOSED OR SPECIAL PERMISSION HAS BEEN GIVEN FOR REMOVAL ,, ' ! 11A82. OF BRACES. 1. COORDINATE FOOTING ELEV. ---- 8"CMU W/ _ � y ,� -7 U N 3. NORMAL WEIGHT HOLLOW CONCRETE MASONRY UNITS SHALL COMPLY WITH WITH SITE CONDITIONS. HQRIZ. JOINT W L ASTM C90; F 'M = 1500 PSI. 3. CONCRETE MASONRY UNITS: CONFORM TO ASTM C 90, WITH SPECIFICATIONS FOR 4, REINF @16" C/C `n HOLLOW LOAD BEARING CONCRETE MASONRY UNITS", GRADE "N", TYPE I, MEDIUM TEXTURE. 2. FLOOR SLAB/WALL DETAIL v SEE ARCH DWGSV ' '' % O 4. METALS UNITS SHALL BE MODULAR DIMENSION, NOMINAL SIZE AND SHALL INCLUDE ALL SPECIAL SHALL BE CONTRACTOR WOOD TRUSSES '. ";� '� Ln C C N SHAPES AND SIZES TO COMPLETE THE WORK, BE FREE OF CRACKS, CHIPS AND SURFACE PREFERENCE. �' L-2 0 REINF. PROVIDED M dt m E� rj A) STRUCTURAL STEEL BEAMS, ANGLES, PLATES, ETC..........................ASTM A36 DEFECTS NOTICEABLE AT A DISTANCE OF 12" FROM EXPOSED WALL. +'' ,� ; BY PRE-CASTER W W O B) PIPE TUBING..............................................................................ASTM A53 3. PROVIDE 2-#5'S AT EACH 00 0 0 4. REINFORCEMENT: CORNER AND FACE OF WALL � d- Z C) BOLTS..... ...........................ASTM A325 OPENING IN FILLED CELLS FIN, GRADE O • A) HOLD VERTICAL REINFORCEMENT FIRMLY IN PLACE. PLACE HORIZONTAL (TYPICAL) 3-#5 CONT. W D) WELDING ELECTRODES.....................................................................AWS E70 REINFORCEMENT AS MASONRY WORK PROGRESSES. 8 MIN. SOIL L-1 O -� v 4. BAR SPLICE (LAP) #4 024" C/C (2) 2 X PLATE HURRICANE CLIP ... a 5. NON-SHRINK GROUT: EMBECO 636 AS MANUFACTURED BY MASTER BUILDERS, B) TIE LAP SPLICES SECURELY TO PREVENT DISPLACEMENT. SHALL BE 48 BAR DIAMETERS. 2 H7'S PER TRUSS NOTE: LU �-- CLEVELAND, OHIO, FERROGROUT BY L & M CONSTRUCTION CHEMICALS OR FER- �q O0 ROUTH G BY SONNEBORN BUILDING PRODUCTS, SHEATING AS 1. PRE-CAST ELEMENT SHALL BE DESIGNED FOR A UNIFORM Cn C) COLD BEND ALL BARS. DO NOT STRAIGHTEN OR OTHERWISE REPAIR DAMAGED REQUIRED PLATE TO STUD STRAP LOAD OF 1500 PLF. DIt C� 6. DESIGN LOADS - FLORIDA BUILDING CODE 2001 EDITION REINFORCEMENT. DO NOT INSTALL KINKED OR DAMAGED REINFORCEMENT. 2 AT 16" O.C. O Q A) LIVE LOAD: 2. MAXIMUM SPAN FOR L-2 IS 8 FEET. ROOF.......................... ............20PSF D) PROVIDE ONE #5 BAR MINIMUM EACH SIDE OF ALL OPENINGS. 2 X STUDS AT 16" O.C. ....................................................... B) FLOOR LOADS: 5. GROUTING: NO GROUTING WILL BE PERFORMED UNLESS CELLS HAVE BEEN INSPECTED 2'-0" ---� 3. SEE ALSO ADDITIONAL NOTES, THIS DRAWING. V U) LIVE LOAD..................................................................................40PSF AND THE GROUTING OPERATION AUTHORIZED BY THE PROJECT SUPERINTENDANT. SECTION C T I 0 N I SECTION 2 SECTION 3 C) STAIRS AND A) ASSURE THAT GROUT CORE IS CLEAR FROM MORTAR DRIPPINGS AND J I V SCALE: NONE SCALE: NONE SCALE: NONE LANDINGS..................................................................................10OPSF OTHER DEBRIS, 7/16' OSB 7. SOIL BEARING CAPACITY - 250OPSF PER REPORT 04JX--1260 PREPARED BY B) DO NOT EXCEED (6') IN WEIGHT FOR GROUT LIFTS. 3/4" THICK PLYWOOD PLYWOOD SHEATHING ELLIS AND ASSOCIATES. GENERAL NOTES C) CONSOLIDATE GROUT FOR (FILLING REINFORCED CELLS IN PLACE BY 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. VIBRATION OR OTHER METHODS WHICH INSURE COMPLETE FILLING OF THE CELLS OR CAVITIES. 2. ANY DISCREPANCIES ON THE PLANS, OR BETWEEN THESE PLANS AND SPECIFICATIONS, SIMPSON FSA ON HD5A OR HTT16 (LOCATE AT SEE ARCH. SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. D) STOP GROUT 1 1/2" BELOW TOP OF MASONRY WHEN GROUTING IS TO BE FAR SIDE OR EACH END OF SHEAR STOPPED FOR ONE HOUR IOR MORE. STUD SIMILAR WALL) OR EQUALL WITH 3. ANY UNUSUAL OR UNANTICIPATED CONDITIONS ENCOUNTERED BY THE CONTRACTOR 5/8"0 ROD AND EPDXY ANCHOR SHALL BE REPORTED TO THE ENGINEER FOR REVIEW AND EVALUATION. ANCHOR BOLT @ 2'-0" OR EXPANSION ANCHOR FLOOR TRUSS BY 4. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE STANDARD BUILDING SIMPSON SP OR SUPPLIER CODE AS ADOPTED BY DUVAL COUNTY AND WITH ALL APPLICABLE PROVI- H8 CLIP o SEE FRAMING PLAN SIONS OF THE OCCUPATIONAL HEALTH AND SAFETY ACT. o FOR MEMBER SIZE/ 5. GARAGE DOOR AND ANCHORAGE. SHALL COMPLY WITH 120MPH WIND OR 40PSF TRUSS INFORMATION WIND LOAD. 6. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF SECTION1606 OF THE 2001 EDITION OF THE FLORIDA BUILDING CODE. a, -III=1 it H _ _ IIIIII I, Z HURRICANE CLIP Q 5 2 HT'S PER TRUSS W Z CONCRETE NOTES I SLI= - 0 V VAPOR BARRIER ,I Z CC 1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-96, SPECIFI- Q p 16 I WOOD BEAM W Q J CATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, EXCEPT AS MODIFIED BY SUP- I-I 2 #5 REBAR CONT. COMPACTED FILL Q PLEMENTAL REQUIREMENTS CONTAINED IN THE FOLLOWING NOTES. 3 2 3 °D 1-2x8 PRESSURE TREATED 2. UNLESS OTHERWISE DETAILED OR NOTED, REINFORCING SHALL BE IN ACCORDANCE WITH % ? 8' CMU WALL W-1/2"O A.B. ® 24"O.C. W Q "THE ACI DETAILING MANUAL, SP-66." 1 NOTE: ALSO SEE SECTION 12, THIS SHEET. 2 0 2 > G 3. SLUMP SHALL BE 4" MAXIMUM, 2" MINIMUM FOR WALLS AND 5" MAXI- P. 2 v 2 ,�i J MUM, 3' MINIMUM FOR BEAMS, SLABS AND TOPPING. ��� ° ' i W U V 4. READY-MIX CONCRETE SHALL BE IN COMPLIANCE WITH REQUIREMENTS OF ASTM i I SECTIONSECTION SECTION z a C94, AND AS HEREIN SPECIFIED. + 10"C8S30" 4 SCALE: NONE J SCALE: NONE 6 SCALE: NONE W 5. CONCRETE AND RELATED MATERIALS: 2 (D 2 2 O21 m A) PORTLAND CEMENT: ASTM C150, TYPE AS REQUIRED. - i B) NORMAL WEIGHT AGGREGATES: ASTM C33. ` ' 2 2 ` �,. O Z C) WATER: POTABLE. / 2x ® 16" 2x c 16 O.C. J 2 �^� 2 � MICRO LAM OR TRUSS 7 16° OSB -I D) AIR-ENTRAINING ADMIXTURE: ASTM C260. 1 GIRDER BY TRUSS SUPPLIER SHEAR WALL _ .� � COLUMN /BEAM BRACE: PROVIDE 2x WOOD LEDGER Q E) WATER-REDUCING ADMIXTURE: ASTM C494, TYPE A. v 3 2 3 ST-22 EACH SIDE WITH (18) 6d NAILS - COLUMN /BEAM BRACE: PROVIDE L.STA36 @ 16" 16d NAILS ® 4 INCHES STAGGARED a ST-22 EACH SIDE WITH (18) 6d NAILS WOOD DECKING F) REINFORCING STEEL: -�H~ i �� h 1) DEFORMED REINFORCING BARS: ASTM A615. 01 /V � i PLYWOOD DECK II) WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND A82. i ® i i O 2 LPC66 OR EQUAL G) CURING COMPOUND: ASTM C309, TYPE I AND 1 D, NON-RESIDENTIAL, i 5 5 i STRUCTURAL CLEAN. L & M CURE BY L & M CONSTRUCTION CHEMICALS OR SONOSIL BY SONNEBORN BUILDING PRODUCTS. wooD COLUMN or 4-2x6 NOTES /NOTE: GUT DECK AS REQUIRED. -� AND WOOD NOTES: a� BEAM/TRUSS GIRDER FLOOR JOIST\ SECTIONS 1. STRUCTURAL TIMBER SHALL BE SOUTHERN YEULOW PINE (Fb=1100PSI) COMPONENT AND CLADDING LOADING DIAGRAM AG RA M 8" CMU (2x10 ® 12 O.C.) 2. FASTENERS AND METAL DEVICES SHALL CONFORM TO TIMBER INSTITUTE STANDARDS. 3. SEE PLANS AND SCHEDULES FOR ADDITIONAL INFORMATION. WIND INf1FORMATON SIMPSON UL210 OR EQUAL (FBG 11606.1.7) -o Gabriel b Bove Bove, 04, 4. OSB SHEETING FOR SHEAR WALLS SHALL BE 7/16" THICK WITH FASTENERS AS \ All rigight, Gabriel M. pare, f this All rights reserved. Na part of this work INDICATED ON DETAIL SHEET S-2. may be used. reproduced, distributed, displayed or otherwise BASIC WIND SPEED - 120MPH communicated in any form or by any means without the prior, TRUSSES - SPECIAL NOTES WIND IMPORTANCE FIATOR - 1.00 NOTE: ALSO SEE SECTION 11/S-3 written consent of Gabriel M. Bove. 1. ALL ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE BUILDING CATEGORY - II SECTION 7 SCALE: NONE SECTION 8 SCALE: NONE SECTION 9 SCALE: NONE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC), LATEST EDITION. 4'-0" bi - 2. TRUSS SUPPLIER SHALL SUBMIT AN ENGKERING DESIGN PACKAGE WIND EXPOSURE CATEGORY C 8d NAILS ® 3" D.C. SHEAR WALL NOTES:. �. _ _ , . cn o PROVIDING ALL ANCHORAGE FOCES (AT TPUSS TO BUILDING ATTACHMENT BUILDING TYPE - PARTIALLY ENCLOSED PRE-ENGINEERED 1. 7/16" SHEATHING PANELS SHALL BE INSTALLED WITH FACE GRAIN o a POINTS) WHICH RESIST WIND INDUCED QVEZTURNING, UPLIFT, AND SLIDING WOOD TRUSSES _ PARALLEL TO STUDS. U OF THE STRUCTURAL COMPONENTS. THIS (PFO TO INCLUDE MAX. GRAVITY, INTERNAL PRESSURE COEFFICIENT f 0.55 AT 24" O.C. 2. ALL HORIZONTAL JOINTS SHALL OCCUR OVER FRAMING. FLATWISE (Al UPLIFT AND HORIZONTAL LATERAL FORCES. SEE PLAN WOOD COLUMN 42x6 MIN. BLOCKING SHALL BE USED AT ALL HORIZONTAL PANEL JOINTS. z p a COMPONENTS/CLADDIING - SEE FBC 1606.2.5 3. ON SINGLE STORY CONSTRUCTION, PANELS SHALL BE ATTACHED 3. TRUSS DESIGNER TO SPECIFY TOP AND BOTI)M CHORD CONNECTION TO BOTTOM PLATES AND TOP MEMBERS OF THE DOUBLE TOP DETAILS FOR TRUSSES SHIPPED IN HALF SPAI AND FIELD CONNECTED. AND TABLES BELOW PLATE. LOWEST PLATE SHALL BE ATTACHED WITH APPROPRIATE o• a- a ANCHORS ACCORDING TO THE CONSTRUCTION DOCUMENTS. A `r' "' M 4. ON TWO STORY CONSTRUCTION, UPPER PANEL SHALL BE ATTACHED a W SIMPSON HTF22 OR EQUAL SIMPSON HTT22 OR EQUAL �� �. (SEE PLAN) TO THE TOP MEMBER OF THE UPPER DOUBLE TOP PLATE AND TO Q DESIGN WIND PRESSURES (PSF) Q BAND JOIST AT BOTTOM OF PANEL. UPPER ATTACHMENT OF THE a COMPONENTS & CLADDING - ROOF, 1/2"0 EPDXY ANCHOR 1�2 EPDXY ANCHOR z z z z LOWER PANEL SHALL BE MADE TO BAND JOISTS AND LOWER " FRAMING SHALL ABE ATTACHED TO FOUNDATION WITHANCHORS j DESIGN WIND PREESSURES (PSF) (PROVIDE 6"MIN. EMBEDMENT)-\ (PROVIDE 6 MIN. EMBEDMENT) 0,� co, [� TRIBUTARY AREA COMPONENTS & CLADDING - WALLS ACCORDING TO THE CONSTRUCTION DOCUMENTS. 5. PANEL ATTACHMENT SHALL BE ACCORDING TO PANEL DRAWING AT JOB NO. .• ZONE 10SF 100SF-500SF TRIBUTARY( AREA (2) 2 X PLATE HURRICANE CLIP LEFT. 2 H7'S PER TRUSS 6. ALL NAILS SHALL BE CENTERED ON CENTER LINE OF PLATE THAT DRAWN: SCS PANEL IS ATTACHING TO. AT VERTICAL PANEL EDGES. NAILS TO BE O -41.5/+30.0 -38.6/+24.3 ZONE 10SF 100SF 500SF PLYWOOD SHEATHING CENTERED AT 3/8" FROM PANEL EDGE AT ALL VERTICAL PANEL OR CMU, ALSO SEE $d NAILS ® 3 Q.0 7. SEE PLANS FOR LOCATIONS. . EDGES THAT BUTT JOIN ON SINGLE STUD. CHECKED: JAB -75.0/-1-30.0 -55.8 +24.3 4Q -47.2/-1-44.3 -842.0/+38.2 -38.6/+35.8 1/S-3 PLATE TO STUD STRAP AT 16° O.C. CONCRETE OR MONOLITHIC FOOTING NOTE: ALSO SEE SECTION 7/S-3 SCALER$ RIOTED �3 --75.0/+30.0 -55.8/+24.3 5 -55.8/+44.3 -,45.8 +39.2 -38.6 +35.8 SEE PLAN FOR SIZE & REINFORCING SHEARWALL NAILING PATTERN DETAIL / / / STUDS AT 16 D.C. S - 3SESECTION CTION SECTION SCALE: NONE SCALE: NONE SCALE: NONE DRAWING Com.-- ENG. ROOF TRUSS ® 24" OC FOUNDATION DETAILS w 12 Uj ROOF SHEATHING 7/16 OSB a,,, LJJ Ln HURRICANE CLIP (1 EACH SIDECN N ® EACH TRUSS) W TOP OF 4" CONC CONC, FTG, 0 PLATE SLAB o � � © ED (2) 2x TOP PLATE 0 m tz r7 �4� — �7 O n 00 0 8" CMU STEMWALL LI 10 CONCLFILLED CELLS l Iil I I I I I I I QIId LLJ G -i w S-3 it I I I I I II I II II O z #5 REBAR VERTICAL SI _III'I IIFINISHED I GRADE � CL. IIII I I W32"O.C, W/ MINIMUM O 12" BEND AT TOP AND BAR Cn SEE ARCH. 6" INTO FTG.) II7 � - I IEHI I IF a PLANS Q 00 A STEMWALL FTG s-4 SCALE: 3/4" = 1 '-0" MONOLITHIC FTG W/ (2) #5 RODS CONT 4" CONC `p SLAB FINISHED GRADEIF r5 . .... I 1�11 I C 41 4" 12„ 3/4" T&G PLYWOOD FLOORING B MONOLITHIC FTG FIN FLOOR 2x BOTTOM PLATE } H ENG. ROOF TRUSS ® 24" OC (S-4) SCALE: 3/4" = 1 '--0" Q z LU 4" CONC 1-#5 ROD Z 16 ENG FLOOR TRUSSES SLAB LU Q a (SPACING PER FACTORY SPECS) ROOF SHEATHING TOP OF =__= 7/16" 05B • ° n, 4 . _ PLATE __I HURRICANE CLIP (1 EACH SIDE I I=�T I- I„. `I II! II °D W Q 0 2 x 8 SYP P.T. TOP PLA . ® EACH TRUSS) I III I �I I � J1/20 x 10” ANCHOR BOLT =III= II III III=�� 24" O.C. W/ 2"x 2"x 4" 8" W Uj _ WASHER • II Q STBCK (FILLED II 2X PLATE TURNED EDGE- �, m OLID W/ (2) #5 RODS CONTW SCALE: 3/4" - 1 '_0" F- N V II 10 W 0 Z II H- a J II SEE ARCH. a II II PLANS 4" CONC, SLAB W/ II II FIBERMESH MIX 8" CONC BLOCK WALL II II ON 6 MIL. VISOUENE Z II OVER CLEAN, WELL Q II II COMPACTED TERMITE a #5 VERTICAL REBAR TREATED FILL 32' O.C. FROM FTG Cn STRUCTURAL TO U-BLOCK W/ CELL II I) FILLED SOLIDII STEP TO BE DETAILS " DETERMINED II -� A. ON SITE AND II II WALL II SECTION II II t" 4OGabriel M. Bove 2004 Copyright, Gabriel M, Bove, 2004. DEEENED EDGE Alll rights ese ed. No rep odf thi S- 4SCALE: 3/4" — 1 '- 0" distributed, displayed or otherwise communicated In any form or by any means without the prior, written consent of Gabriel M. Bove. II 4" CONC. SLAB W/ II FIBER MESH ON II VAPOR BARRIER 8" CONCRETE MASONRY UNITS OVER CLEAN, WELL II W/#5 BAR ® 48" Q.C. II Ld COMPACTED II II to FILL Z II FINISHED _ II F- IL _ _ ir FLOOR _ •o �� _ CONC, FTG. II U II' 4" CONCRETE SLAB w 8" CMU STEMWALL T II FINISHED GRADE z W/ ALL CELLS a CONC FILLED SII U 'IIII4 � � � Tfi 1Tf-Tff Tfi Irll• IIII FINISHED GRADE TIT w F- _ VAPOR BARRIER I $ =III= N III=I I�I `D COMPACTED FILL CONCRETE FOOTING SEE PLAN FOR SIZE & REINF. JOB NO. .. 24" DRAWN: SCS 2 - STORY WALL SECTION 1 -- STORY WALL SECTION CHECKED: JAB NOT TO SCALE NOT TO SCALE SCALERS NOTED "". 4 DRAWING NO. C), 20�h ADDITIONS AND ALTERATIONS DRAWING INDEX . , L SIDENCE SHEET I SITE PLAN FLOOR PLAN 430. 20 TH STREET NOTES & SPECIFICATIONS ATLANTIC BEACH, FLORIDA SHEET 2 ELEVATIONS WALL SECTION NOTES & SPECIFICATIONS GEORGE BULL JR. - ARCHITECT 1800 SEVILLA BOULEVARD - SUITE 3 SHEET 3 FOUNDATION PLAN - ATLANTIC BEACH, FLORIDA 32233 ROOF FRAMING PLAN NOTES & SPECIFICATIONS TEL. (904) 246-4469 FAX: (904) 2472816 - ZA E RE , CITY OF A AN'IV C � Nov 2 3 2004 „ FILE CUP . : . ; r. - - - .. .. �1. ..! •r ` 1 . ._ .. - - _ . . . . - 1. . . .. .• . !. , ti _ .. . . . . . . . . r, , . . s •, . . % . r ...r ' 3 ... - W: .. . ., e .. .. Y _ .. . �,.. - • .. f., - - - _ _ _ '. .a `'. .1 n . .. _. __11 r '� rl� //may .. S .. .. r ... .. �"',�. 1 . 0- 1 . 1. W. . . . .. , .- f • 7: . ^' , �4 . - . - ' ' .. .. . , C4-%te C +'� �� K . . . . . . . . . .I- :.,. . , - ­-�.,,,*-,.- ,i-- - . , , . . . . . I . . . I . I . I . I I --- � ­­_ . ---A . . .1. I . . . S,W,.- . 19- --l-I .�__ � .. - . I . ; , .. -. 1 .; ; .., , . , I. r_. :,:., ., , - - 11-a.. - 1, _ . . . , ......�. .. , . El ­ ..-.�­ ".1 , ­ ..: , . I I ' ' " -F . . . 0 .... . .. I . . . �.. I . . .+� /, . . - .-, . - . "- . I . � _, C!11 R..�, . - . _,.�; , � . . . . . , . - . �.: - - . . , ; . ... �_". . '.. ..,.,.� . � " . . ;" _.' .._ - _�� ,­," . . ., .. � �:_ . . .. .. . .I., 0 .., . ► 11 I .. . ,-,.,. 11 .,i ... .,_: �. . . . .. : �... , I .. . ' .1t,''10 " , :� . I . - . I . . . . . . . I . . " 1; . . 12. .. 011 . . . I I .. . '_ I .. . ...' . , - . . . . . .- I 1. 1. - ' ' .. I . - 1. - , . . . . . - . - I . . � � .. . . - - . !, . __ �._.�_ . , . - _ -... I s- " - - . . . - . . . .. :: , I F4: . _1 ,0-, . . . 1 04 xrsr kis 1 e7v o �, Frau � � , w� . c.. .. . $Dh�1 . I . . 0 - '. . . G1 ' - . . . O.J. .. �. . , G 1• II . I I g ,,,� -,.�":, r , ',�� ..L ---.i-4,1 G 1 . . . 1 � - . - . . - I w 1 ... "f"""` . . . 1 to o , ! . 1' s � �.a .•.. �. .'- .. , .: ­. . ' ' ." . ..I.I .. .. . . - , 1% ,; "'..1. ." - :: _ . _ . . . , �1 . . .' :-�_'l-. ., t7Ah1w o cath I�uU• G o ... _ i. ., : ,, W C.�. , o. , , , . . . � �r - - . . . • o o , I oNt_ . . . . W� :.. . - I _.. .. 111. 1. f . . . . I . . . .. . I . . . , Ift .1 .........! I . .% • 1 . s . - , , . . , 11 . _ . . . 1. .. �11 d � 1�� 3 D NO_,TR r TQ BE . . opt S �\ . . . - . , . . I REM VED FROM µ .�� � � 1 D Tu OT i . ... 1. . . . Q . . . . 1. -i �iM � . . i. 1 it •J. �] MAMA r ' �1ir•' �I 1 _ . . . ' • . 1. , . .. F .. . r '' . �- Q ��' .. , . o. N . tea+ '► ot..i S0 4 5 0 �f, . . . _�_._�.__ _ . . . . . - z . • Q, I . . ) 0. . ,. . W . ''r Dnp . . .» o .. '. � u ��0 . �i ra . . . - rr . . . . . V1.. . . . . , . .. �r 1 - :, .2 - 7 .. -:::, . . 4 e� , F , r 1 . � ,: •(.+ �r . M� I �/ fir . . At . . -. . . _ M w STR T N TES AND P IFI ATI S pp t of I 1. Codd:Flarldx Bupol>r>�Code,AC[.ATIC.AWPA,APA(1�ntest>rdltlon>t) i _ . - .. I I . .. ' . 1 . . • �. . , .' IjVC LOxde. _ .. . •, :, :. - • . . ,. ... . ...-,..,. - Live Lo>t T F1. ,, ,, ,- _ d CboM------ » I. . itaor G op 3o rs �� ,.. . . 9 _ as in lS Floor Llva Lo F vi �_ . ,,i �, - , . W d Locade:(120 M R),t:>posure Cak vry C".Wind Born Debris Zone, 4 3. WB�c Velocity Prerrure-�---'-�•,PSF - � 114 _ - ._'.'1� ■ . ,. IRC D A • Old ITIONING NOTES . ,.-.. . C I N . U li>"t -3o P5F _.. .. ar LE A . . E TR CAL NOTES D FIXTURES p .1 . ter •f, Cvacrete: (Norma Wert--T.B Days) a Slabs rbc footle PSI11 r' t•'' . �.�,_.,30D0 .` . ;,;: Com, r nein A i 3o bltr :, . WW 4� 1. Com 1plY w >�h all applicable cAdes. and.ordinances. ply with all applicable cod and ord>tnances. Rt+n o Ig,ASTM, a ,cw�o tL.Ip.. - dtaealeterr) �"'' .,` .1 '1,,^ ,. !° amu, _ _ • - Fgxr Merh SU�b Neiatorrlu>< '. . 4 , , tt ah#lt:be the Air Conditionin Contractor's res nsi6all 0 2• Lam all fixtures. • . :�. .g [ ty t analyze p . . -: . . l ' �:.. . all exp o it g,,t ions to deter�uine if the resents li , tem velli .'� v. - w,. .-Fn U. C90, P P sYs TM,' Ty>�n t . l�ollory CM Water Heater Closet F>rx l Mown Mortar,ASTM,0270 M a it c-6"od."it the ' irements for the new addition. ture: Porce ale socket with lU0 watt A-191am1. � ,'Y' .. r� �,. . j. ;:r r,< . The ' d t! . ,. s. . p ...>!, o i oniric Contractor steal re _, " N M re a Certs <. ., tied ne �. .- " w . , ,{ �. be ood coutmetla ltd►]tac�prdrrnce grit the'Fbrido Bu Cade ,_ fix. : ,, >I;.. A ., , ., . t,A.:.�lctaai sls.for•sulli�mittat to the Adan c Beach1. . An t , r..a• Y ti Building Department for y additional ceiltn ii hts that ma by desired b the Owner shall match �' ' g g x Y,r w . 7. : :.•:, �. . . _,.., ..r .. Sd>tdrs I►lr;MG13,>va 2 ' - _' , K @l'l>?�ittiq r t Sprat lee, mm 7 y: P he exitin . Spruce-pine, "�`� .Z ;E �y g " E�. . =� . '��`- M .. .. .. . f �. r. a z ;, '] i �. , ,,y a . , d$�el ., i K��. aien d I a uat�vo k Aft ! -a. r a •tI t q registers s � $ 8 r. i� i f Pl n APA C'D- d9�.h r!o r { u red or.t!>ie �'N.w• t t t. ee r iii. 3 hC:T - t MS } i M ' ,3 5" .rte. $6 .p �� NlV 1ft 0 RI QI' l r ,•' '� :° : .:;•,.�•- �r r ., ,,,.. Or tOO<'�1!>Rtl s, 4Ri t a _ _.,:. .M I _. .� . , - pr r o . of Clriling Fan to be selected and furnii bed b the w►ner [o . f. .� x k� _:�..�>:.. .fes' P m the sys. . . Ceiti tern shall match exxs n Y r ., .a'r:: z �i tl . .. . .t r t., 4 5 * B e ,`. �` t a«' . p `; x m� 4a -r w i �. :u n tai latio .� b b h t eE rieal - s •�� , y lett ContrRctor. 9 n i-. 6 i N D fere w nib.8 lncTks at ed ilrs ��O J z,,, ...a: .•r .. Aal, �yI • �n� 5 r �., i w .r _ y t! lra tlr t"� t ¢11 ' tt�dl na cera ri itt ate rU In e� ( ar�d raid >,• . ,t J_ - ., . RC*Ate`tlte !n to 4 Imbes oq >l "4!1 > , • M" (E!'r .: .:. - ,I .. .„ .. f '�!. - �• • i F.8 1 . :[..• ,y' ,r.. .:v y 'Hi . 7 i�A - fir:• l lri Anelw 0 I .. k r. } r_, ' M. 'hy.. r. �'7 �l .Y n F l' i- La .' n 1. . W �•P l ! '. o+ad•Trurae . ravidt*lgho ,. - - >�r�r �a.. v, v I �i. � er 4. 1 c r: Y. F r'' �,," r�: • yy , f :ti v �jY+.,�{,,�, vee . ]�0 '�.li: '.r �i7L�ii{1� MPH Sedogd • .\ ;.- r w. r . r t� - PJ 7 ,r r.• fa.• . e1� . 0• , K. "C'� Wi�ad rqc �} ?.Dare;' i% . ... I � - ,:1 r ! '< r Y. R. St - r 'ti :' .. - . , r - -4.. A l - ei , .-. I � t . . • : IJ .. .>, .w. . .. .. _ - -..-- ­ __ . . . . - - .- .. - . . .. ti 4 d " , .t T1. t i .. *-­ .. w...._ . . � 0 :... �r s .: ..a.. ',M yr _,_ _ __._ r, . . . . .. . ' ... . . - .. ' . .x , . ,.- ..z+.,, r,,.. . s. .. .' L t. a1..= ���r �.CLEAR AND GRUB A9 REQUIRED TO REMOVE AI,L ROQTS AND DIN:TEAIOus. ' ,n 'art, `A P1. MATERIAL, 1 rn S x L w : . � . . �Ny n 5.. .. .#' ,. , 1. �, T RMElB PROTE TION• ROYIDN6r UNIySR SLAB TREATAfENT AS PfE L C D L �.... .. �,y- RAI. O >E 1 . ., �... ;'. 04 .- . .v.•.. . , R Ml&NTS. U8 E OWN A S !r1-[- ,,, Q SUPPLIItR U ER TH PRL�SENT BOND. , ,. . IRE N E U ETH E D E � ; r,ri;„�; . ,�� ,::., . M t"^i ;�.. iia it, 44 . p 3Ii. ;,µ agopt .f ashIn V c nd d . Dr . y ,� $�, all ys:a r; led ea, and their LANDS APING: BY THE QWNLR . _ a*t l� t:11at3t► >ub1.tI1`ntco ttmc rvith>2hsG F1oa•idae" uiWin Cadt Section 1507 .., ,�.�,° .3 , I . , 24 ��olaa+ 1fE' he:fitNlteln to lJ �A�tA de��. �XLIR.�* P• 4 r .^T®rrri rM�i �- jf.. .:,11> tae 4 Y". i stii►1.1.,y. llt�`arnl to.,A►S M D 226 Type I or ASTM D 4869, Type L . : &�y�L C4NbtCTOAS, SE1:DRAWiNG9. ALL CONNECTORS SHALL'BZ HOT DIPPED . w• Iltlerlaylnikt,# I !#On'shall be a'm1oWjm of One 16 er of felt and Applied as . ,,: Y. PP CALVANIZ]CD. �: a : ' ! e�tll> itlidet•#lyNtenNt ah>>►11 be a lied shin a fiaahion �:� PP SI. . + .11 e',. eirail+el'tbt ',b8vtiudla ed.a inim i UG ?R OU 4: t � .. • W ,, . :�...,< ,.hP- , >B,. . . _ of-2 nch.et and fastened suMclently to RQ Crltili P1 : S THERN YELLOW PINE,HEM FIR OR EQUAL WOOD P nv CONTACT I M/� M t .. 3 �r : .-, y,Nmai1E in k!'. . QW w TREA1 . TED.a P URa ATitD !�!sp rlh3art ` Il matelt the exietiin and shall have self seal stri >s or tre ' .a . - .:"`•. 8 p L�I�YR..SA '. {TR 9A51C,TRIM AND MLSC. lrINiSHED WOOD TO MATCB EXISTING. : - � � »terloew N. .ply.With A STM D223 orASTM D 3462.. . . I . t. . .. . I . . 11 I I . ;;D 14 - ,I 9� , I ;. •. , pb>~I `�llingles 111 :4 ae�car�'to the roof rheatlI iss:accordance with the N& N g ._, R MATCH xISTt G sElt oo>:COYICRING SPECIFICATION. :priwlnufs�rcft4ri 'retiont>etid-teat d;�tta for 12NYMPH 3 aecand a in - ( gu tsr)W d baro bo.6& Ae,. gtl llnstd.in the.Florida buildin : Code► Fasteners shall b �AyLKoSi AND 9EALM]M: CAULK AND SEAL ALL JOINTS OF SIMILAR OR DIS-SIMILAR1. � .. e : L 40 1 .00 adl"' or t' .. . T>t Sd . ir. itta-steel, minimum o12 gugsiand slyall penetrate thrau the • , ,,. ..�. MA RIALS ►•--� tsoof thi b _ r t> ,: T t; ODtrxCtor srha►Il subiAlt to the Atlantic Beach I3uildin0 [NaULA ON: PROVIDIc AND NQYSTALL R-14 INSULA IN 6 b !" Iq If h1iV4 (,,, ire rtarcntti T� TION INCH STUD WALLS AND R-. IN i SP's � , hppl bk-n�a><tuPact>;rew'a 3ntarri>tation and tat data as required to ATTIC. 1� ptf,'I tlsede-ire'ul ui'° . .. . rye, i,.-. lk ., • • , . ..l1, V -A11 Alral1.i?'�apttalled in accordance with the mansi�factwrer'a ibst�llation .Q44Rz�Lm CORE MASOrrrrE,PAINT GRADE WITH ALL HARDWARE,TRHRPSHOLD AND . �X �I Ip *+a ,..% ! WEATHNtRSTA>p17IIYG, .VS i i +uictlaoA)Moti, a x,the4sphalt thin les. Fpr o n valleys,a fined with me I I - .. . '. . g Pe rY , to , . . tha"twin be>rn 0 id Incdesr wide minimum. For clawed ` ♦F"!' ,,� a 1. : 11hai Q. 2d 6ludilnum, WINDQWS:ALUMINUM SINGLE HUNG. MATH AS CLOSE AS POSSIBLE TO EXISTING. SEE M ' YaiiralrerNl w3thrigglea, the lining lbll be one ply of smooth roll roofing, WINDOW AND I+'IXI;D GLASS SPECIFICATION. 1�� Ini r1 ..1 11 � fr6Mi r"""'�0 "{ m. - �nurt af3�►intb -dt.and complying with ASTM 1970. MATCH NG E S - r 7• Vrip edges 0 p ded At roof edges And overlapped a minimum of 2 inches. ' . . �INI5H HARDWARE: MA EXISTI AS C1LA3 A POSSIBLE . . �. 1 >x'd ,s ltexten ' ineti niinnimum1 bdary h N . . .. :. . the sheathing­11�lA and back as the roof a ,. E mnit#auri bf2�in�lt rip edgts'nhawill b�poled sot more than 12 Inches an centers. v D RIMS TUBI; Y MATCH .. I . . .. „ .. - t NG TO H EXISTING. . . I I . j '.._ . I I - KING: TWO COATS OF INTERIOR LATEX OVER PRIMER ON ALL . TIN AND FINIS . . . . . DRWYWALL. TWO COATS INTERIOR LATEX ENAMEL ON INTERIOR WOODWORK, SPAIN . . - I;RIOR X1S .. . EXT TO MATCH E TING• .. . . .. -•-- -..�.-_.__.._ _ . . . .. .. d?R��Q hlNc, FuxNLSHEn AND INSTALLED av THE OWNTF1. : . , . . .. . . ., . . . . I. I. HYAC: SEE AIR COND1TiONING NOTES. _ - . �� 4 I4 .ior V�. E""w . i,� . - - . . 'ro � . . ' ., i� ..-, .. :: L�� CODE,y ��� F�rICCTRICAY.• 5EE ELlrCTItICAL NOTES. 11 I r i. , 1 �►� �► V - DIES! 'OESSUIRES FOR OPENINGS . . fLUMHING: PROVIDE ALL ROUGH AND FINISHED PLUMBING REQUIRED FOR THE _ �---- f.. '. r RELOCATION OF THE EXISTING WATER HEATER .. . . . . . l3oruwe Ruldrrrne . 11 _ _ ._... , a c W ' . W PacbOr t OD ;,!="�"'' Pnp+nd 8!► (;rrory�BuM �1 �, . X�p/yj>R I!/ :. c . . Clbtr<M�ryrn (30nZl11t.Z Re�IdM `- - **Md ft*=M t W1k*1i r. ,b.l6 .,, i .`,j Job Dwcriptlon .RoWerMal AAdddrdw ' ~ 1 .0jV : i 11.." . 10,01 lWflllp!ll,yq tQ• . . . Wr1sId11q.tAq�illh(Iq: 1e -.":'+ % •a 0 . 1Q . - rr ,, 1�*A#_ a•/j* 5 - Job Mumbw G3onzelei �. . ! ,• - � s ri d H -r.' .a . . s _ "• . i . .:�;, WALE IOp'EN1NG3 �G . _ i 311108M . 7-�;T- _ - . "RX, ,,: �ossEscru �a+. ::: " zche i water+ NEKW r W"ma PUSSU a _ _ ., ,.f 5. _ - - '� 'i . . Is ]0.0 -M. }i.- . .. . a �. a A.S7 70.0 11 ,__ +` i-- _ . _ �__- , - I-_ . I . .. . . W 0&10 . lco , s Lo, . w - . _R ; W0 , , . - W "', ,.� • I N -� . .. ;0� , x .I • .I 9 � I -d 1i zW. � . a � `I ,� wt" lr l� ' T ca 4 j . , - J . 1 . • . . . . . . 1. . . . . , H , � I - I I . . . :N .< - i . . . , . I;. . .. - .. �'.:i . - . . -�__;�:�'. . : �4 . . . _�_.. 1. . . . 1. r _ T_.. . .__... _ _ - ._ �. . - . !! � - , 1. . _._ - r , - . _t WkM of Edge$Wp(a)In"- 7 -..r:-_:.w , . L , _ - ����:,-- -- 4 ",4 . - - - - - - - _-_,_.�- z 1 r . . .. N . q - _ _ - ' ' - .Z. m . 00 ;= 4 . . . . . 177. __._ I .1 . . rk 1 v. { t-! G a \1 . . .% I 3 s _.v. j. . - . Li" ,.• 5 .0 V f x � _ . - ._ - . _ , __ .� i. ,t. r. _ \ ..[loruwl[FtMkfirroM�d1,; 10Y OM M.kvm u�ia 1rd�n-A".Llc. EQ4M - '�{ uLp.� - __ .YIP r fft • �� _a . - -- �; r ... rr. �. , a" .5 !.. r M o _._ 7 _U __ ) k,i- . . - ,.: " . , . .1.1 .; .,�'_ - - ­� . I I . . � . . _�4 Iti - 7-K \/,A6%-TTZ!5 N4 , .--, --,-- . I . , . ..', ..� 1 ,.�, .,.Q t l r �j C7 > .. . . - `� -. t �._ .! .. .. .1 V .. 'r C" • ;.' ':;, is - . . . ,-a n - . . . :S" I �-, w r.. A �� T c .max- . l'Y' " . i.. .. 1. �. Y . " }-lf�� .. .. Y d i. - N.�};_ . MM �''- .. ,..- .. .. .: ,� . . . . I � 'R '.t .. .� .�. - :r. ..- - .� .. .. 'I. r .. r•� i • r r 5 . .;, . . Esk . , ,t'�i 'i . . .. .. i r - ... . . . . ,. .. .. , Q, 9, .04 .. - ^�'. .: '. .. '. - . ..- -- r - _ .. ... _ r ,, .. .. •r I .. .. r a ,, l/'.. f ��. v Mb��' A . 'r.. r _ r - .. ,. ... , -, - -,. Z .­.�.�.. _ ; :!�:,-,-,-'. - z.,".Y-__..*., I- - - , . I . . . . . I . . .I .. . I . .. I I � . . I I . . . I . . . I . . . I . . - . I., . , .0 � .to � .... . .. .. .� . _ , .. / 1 '� J .- - 7 - ' .. - �_•: ' - _ ', .7 .. 1 e� '1 j' :4 I . - . .. . , K . . - . 4 ? .. I - �• �' ' tai ,0 � ..;.... ___. �. .... ;;f I .. , . . - 1 I _ i - .. R.� 1i,. ,o llrc 1 . . . . . .� .. . .. . I , .__ -, ,.. . . , , . ... '.� .�: 11 ... - . �I. -. " . � s.� .I... . 1 . ,. . . . . .- - - . . '. . .. . . . .. -- . I , .. I i�, �I:.1. I � . , . 74. . . � ,I'.:- :4. - . .. . . . , I .,. I . . . >Na 1 . -� . - I - - - _ - - . z � u ". w. . �. [W . �IM . . . W , . .� . -� - . 1. . U . . . .1 . I . . �'' : o M aM t ri a ...� a Y. �'' , 4► a a , C . 11 O A _r .�. . . • O - } ) . � � r1ree i . -~'' 1 • �1 ��i�► I . - i1. s . - . . 1. .. o x . . . GaN4. _ j I �r r . . . ..... ,.... . . r . . . . . .. . . {i,� - _ - :...:..:�.. r 1 . . . . . . .. . . . , , . " a r4 I .. . . . 1& .. QI' � Ta.. .p S !C 1✓'!� o is. � i _w �"� / - . �.,,� , Gtr t �. .+L .1N I J .1 : . . - , . 1�t .4�p. 40 Ir . .. f it 4 . M�riiAl o � ` I .1 . PQ . , -, r_o":Wjl%�l 1�� * a �%J' ,. r I L-01 A%' . t - � . . . A* I�. ' �. l �1i :, pu I . . . I I . - , .11 . . .. i . 4,�, . . . � . ' . . . :: :. e _ - .. . . - 1: . ' 't - �. . . LIFT `CAL, TION N ULE WINDOWS . . . . . . 1. =: U ' C A S A D CONNECTOR SCHEDP 1 t th esl�tin Each unit ba# positive and V�. . e WIN .. � ib a . , . negative d sure c rt indows spoil match v closely as possible & l� •a win pre# ha , . I . �,/r� Rod Al ea. 3 ft. 1$ 414 sq. f^t. 0" 11 z� ..1 Installation of the windows end associated hardware,shall be ass ified in the V1 I u I .sq. fir. 30 lb�J� f . �Z,aZo lbs.. . B�arlvg Fir meted. 51 lin. f1. . manufacturer's installation directions for the 120 MPH (3 second gush)Wind-Borne , ' .. . . . Debris Zone as defined In the Florida Building Coda . KL . � - Pl. /lii if M 12i I ,421 lbs. dividred by 51 lin. ft. = 244 lbsJ lin. ft. • , ; W _ _. 9 . . he Contractor it f ca 2 T Coa for shall submit to Atlantic Beach Buildln Departmeet'a!1 appti isle ,,tt : ulactu and t . Stud .ta�top & bottom plates @ lb inches o.c: _. . . �, > chi man rer'e tutor®atbn at data to meet theK requiremeets. i . I . . I �, " K �4 I . . . . . 441 ►s X 1«33 f1t. -32s lbs. : Seg Sbvctura! Des Preseuros and Calculations. .. . M4 ,6 - ., 04 , , ; ., ... - . . . - .. 6$ . 1. . . . . 1. - - W . . ,ri r �°r . . ►�G $ . .. . . • . . ,�� t. Sj? [U ;nt,�Ql•I �.oY��t WOOD VENEER SIDING . . . . A . , � I . .. . • Wood veneer siding shall match e�ristlug and s6nll be applied over minimum of one layer of �p I ; : 11 . Tyvek or equal vapor barrier npethtbrane over the structural sheathing. The siaing shall be . . F". nailed tbrau the �`"� . structu I sh thin the• d . The na shall stain i4 be less st ! b ra est to ee std . gh g E A I 0 . eat ;'A •e,I _ na an s c a proper length to penetrate through e s g and sheathing ping and 1-1/2 p ' . , inches into the studs.A4 vertical joints#ball tall over a stud. - ,�`L ..,w0 ;" . . . ; i E �. �. •` . T. �f 11 ;1'•. . - - - f.; � 0 :, ti .. . .. , '. .. w 4. f� . .. - - .1 . 00 1. . - ff . . .. . . . . - G iJ G 1,14 IF . . . .� . .I - - ��. ,-,; - '' . . . . . ��f"'':;"�,� . • . I . . . . .: >' � �' r. ... ." . �- - , , - I. . .....,- , . ­ . I . . 1 . . . _�, , . . . %, ' �. L % � I . .. I I I I I.,­_ ­ I - I . . . . . I . . . .. .. I 1 . . - .� r.- .- ." 1. I ..,.-,.. .." - I'. - _­ , 5 . . 1 ; - . .. 1. . . . I I . . ., . . . . . I - . . . . ., - . . . . I. ... . . . . . . . . . 1 ,�. ­ I � ,_, I . . . I . . . . . .. . - ;,,��,,,.- �x,- 1.- - . . 1 . . .. . . . ., ..I -U- I - _,._,;, �, ....I I 1. . . . . . . .I %, . I ... . . . I . I . . .. . . . . . . .I .. I _,_ I . . . I . � � . . I4,30 I I. .20-1-h' .­ ,_ '_t- .. ... I.L . . . - - - 1. . . ­ . . . I . . . - . - . - " � Wh f�• t � A or loo P-Wcfwl 5%.•yet iso !' / . ig" !J" ,�_�� �� �, j � fix lyT� ��c•1� ._. _• •• ��,, � � -- "�►:•�'" 7 10 14 t l h Ole, r x ` rye 1 v lei It 1 { qq J,� t i did �]7otil I II h s -�" 41 foo•�� t;e, ---'--�_ ( - !�� y ���•1'r!a �.� M, �(.d� I t7,6•, ' ► 050 , • - _ W �Q � � 1i V�p N , �1 cFZ plp � ,. O�G Wd. IP t _ .� FL7WoaG, E�/8' At'11 C-D 7�n INt IUIttI E7cIMOR GLUE rcDx)Da ENGiN��►Z i1I��RD P EFtIIvALIxNC \�G& r0R Pdc1" SNEAWING AIIP 15/37' APA rMELS FOR WALL 51'IEAI1,I4-15. U" APA C''AIP-L9 POR WALL &IF.At1-Imo. USE APA 61UPD-1-FLOOR j/.11 f rG t7Al•1l;1 6 c,LUED AND FLAILED. a I. CODS=01 NAILS, ads'61 ON cP-MIMS at' 6Ur'1'oRIEl] (mrs elM it-IF SrmAt-13) MND e.. b at•t INIr.WEDIA15 RIPPOR16 (IN. TI-In FIELD)FOR ROGY 81-IFAM110 FOR WALL 811Ei M11.16, REDUCE F1�iIL 13trnclard MullcllnB, Cade OSSI t;clittarn), ACI. Al IC. FIDS, AIU-A, ,ArA. (L ateet edlticna) SPACING to 4, c/d AROUND Ot=fNINGS:' ' r-R,ht-nt•Ic� ;�NcI-lor�9� � - � ' �,,"1•' . r� . 1 7. L" LOADO, FIoTED at FLAIS BY 'sil-POON'.OR Arr PovED Wt1AL. USt; 'Z' CoAI ECD OR S tA1FILtO771 81 EEL cMIEcIORS. � POOP Ll%/P- I-DAb tot' CI•IoR17 _---- 30 hBh PL.00R Llvt_ L.,OAO '1 0 per TRUS5E9t M001' 1RU06 C'ABRICATIDN 60AL.L. BE D B . AI71=ROvtl' IGBO. PROVIDE 61-IOt' bt AWIFJC,9 r 1 3. lUillD LOADS, (110 M N zo1 t�) 61GMED AMD MAUD By All EAGIFt11ER 11MO IG CURMNr'n.E6I6IRA1ICN IN )I IE STAIE CV :. , � �. P FLORIDA.1-11NIVIU-1 t-IETAL FLATS 51ZE 15 15 sojArm_ Itictl>;6 At•ID DI;SIGHW IN ACCORDANCE �! ] Jt �g�� ���•- BASIC VI= F'RB69Ut7E _ . 25 Pte' Wtil T11 DE61Gtt Bt'�Gli'ICAtICN9l4R LIGtiT METAL f LA(L CG�PJECTED WOOD ROG1= 1mj3��i. T612' AT 'Aw N JACK 112Ls8r,:6. Building and 0 U$E 'hi 111E f�ND6 Cr.� EACH tF�.159 AND U8 - d. r-tATT_=RIAL.A� � _ tl Zoning . ' ALLOUlABLCr SOIL ntARING C'RE85uF�p_:. 7m0m Per. COFICRt iB (NOFd IAL ttlt^1et It' - 28 pA7"9). T 16 THIH � _..� p_ A4At ME Sol LS r. 1 t6CTt't'ORT 1 ,611PERIRhiPQ6Et7 LOADS.5y, IfY A9BUhtED ALLUIUAFt 9AtL.7 �"" SLAB Otic Gr2i1L7L AND I'OO1INC,S _._.... aO�m t�gl BL.tw 6oIL F2wrl omcwt6, A611-1 ^615, OM60 (I_Ar� 34P BAR D( x.1-IP-:I rzm) BLARING CArACIIY. MIS c*j BE Dat BY IIIRIMG`-Al•1 44MMIbEN1 SOIL TESTING LABORATot�Y u LvBD wIC=>= r BRlct A511 1 AIRS (Lnl' b' 1 IIt III-MIAOM SIDES) 10 r-W-OF�I•T 50IL BORINGS ANO MAKE REcol-It-IF-NbAIIGt•t9 rom 6111; PREPAmATioN ANt7 j _ i c In D LFL t��N91rr 11=$tllLs. - JUN 1119% I-IoLI_oW cr-IU, Mill cso, TYPE U MAsot im, HoMtATRt A611-1 Crld, Y rr-E 11-1' S. I! t ipoRARY BT2ACIFtG, Lu1IBBRs WaCip COtl91 CTIOFI IFI AGCORI7A►dGE WI 11-1 CIIAl-l�fq 11 OI' tl(Ei HTAIIDA p ce 11tZ�1C10t 61 1A BE FMOF ot1�Ir L� Folz ALL. ►Crlr=oi PT 1 cIFl� 1�1At I6 { BUIL[711LG COO!' ` DURINO 1dvA1IGN AND GCTt91Rt1G11c:Td 1�I�AIR9.10 K1z r� �xt9TlFtq BtfzUClUtt SAFE AND r� p•:..•„ . FW-IB UNtIL 1I-IE *11`1171 1.GIMA11IUIRE 18 IN KA80AmActi o isi.10 1 ON DF2AWIFI'a8'Il3 Pon nin � �`, :3-d 1 81UD8t 6rmicE - rim! - t'IR Vic 1S Flo. 2 otTIER 1 r UJL IIrLT= SILIt]5, fiOUILI�T�t1 Y�l LOW : INE COMPUTED 5MCIUR1 ONLY. f � tiC 19, Fla. 2 h . _ ._ ” ` • 4 J i 4i 1 " r w A ..- , Act _ 04 MA C yi -rig �10 ___ 44 > I� !.�'p 046, 4"iN rd Z low- _':::___._ __�-_ _.__.�._...� ______::��__--._ --:__. :�._...- _ ._� "� � 2► Gott�L11.. u� Al mom or.. T111P % �j Ak L f 1. 111 01 All ! AN cp 9/4 11 JUN 111996 -7- 0 - S '/ f ✓ f t, �, �f i / / j t , i r ;, f. f t, t r, i_r 7 or �h✓ 1IT ., 44, . I� yell 2 .0 -5 aol,,. - aAx; y, :. .a ► a f ° i ( I Otto ►�I Ni. �y yl�C�7, 4�1 �Gl,r�,;� GoMpGd J r f ��,.1 SoI� po��d�1�� flu.• I _ . �c�A -�-- I Xw VL7f t` II I k: ._._.= f ^ter•--•-T- I / --• -�^-�• _��:-� AI �4 I - I .� I I •i � I j � � � z - '�Gb .r-rlr,G - 7 115TA36' 5Rc' Tl?£, , A4C.WC:7MS T 't 5 TYPICAL . BAC4 SIDE TOP t I5crr-r�1 ON ` 7x SlU$ WOOD 2- 7xLr OR 2X-4 Ct:�f1, �11C7CI7 FLATS d evil'=$ Gr 0x='Em*JC%6 f 91UD8 Irv' G!w TOP OP W. Pt.AT7 �Ai�z"�t TWAN UA0E— f ^ V i6Tlc 3)2x17 WT?)W,PLIM0.toe!"LS yr/ 7 M Wf VV PLT1fDM t ad NAJL5 o S' GC 1 t B FCR w'WALLS* _ b:fw M iA 1=67UD`s-- �(s � TYFC u. WALL Or ` OR���Y � _JUN 1119 96 • Y ' 4w7a,ti .nY)2 ' j `1if Y1'x b'LGF!'s,W+G�R BCLYt3 •- �!! I f wvrmr,;Skm 3r cr., Tr i I yrgnlrlt7ll(e7R •� ,,. � f,J ° ��� +Qr < l�1 'SP1'6Tlp FLATE TIS 3 -b;:CM:�10aD'�Y11C9 PAS 'a°P S11D P,�1-TE f tr ,u, EVEW CTS°S&W. SVE OL WALL �T`f lC.4L. itY CA1ER Silo Q u. f TYPICAL HE.OER DETAIL FOR INTErRJOR:3EARIW--, 4 EX ERIOR WALLS '�� %F`'• Ii f f i f !v I STORM M.H.[� I I ATLANTIC BEACH VILLA UNIT No. 2 NOTE #1: 50DRAINAGE EASEMENT 1� I (UNOBSTRUCTED) LOT 6 I LOT 7 I LOT 8 LOT 9 I 161 LOT 10 1 II I 20' DRAINAGE IN EASEMENT I �' I (UNOBSTRUCTED) SITPI E,1 CAP ILB3672 S 68'48'33" E 75.00' FIE I 56$'41' 7 ' S6$'43 49 EFrNCE75.00 FIELD ER OAK5'OO (FIELD) FENCE S6 '4 'qQ"E 5.§0' , FIIgI D " 17" TWIN TER QAK �EX. 24" CgNC�PIPE e' A7ER QA 11 SCR B SAK~''� Tom°°'` 23 LIVE OAK 57 M.H. _ 13" PALM 16" PINE 17' TW1N TREE 21" PIN SET 1/2" IRON ' cntA� 1� TOP 11.77 r ` ^- � � �6" WATER OAK 0 PIPE. CAP LB3672 9' PINE N,IN -4,29 STORM M.H. 8" SCRU OAK 12" WATER AK E.IN -4.34 TOP+ 55 I I If 8' PINEr/ S.INV%32 1 112" PINE u13" PINE 12" PIN j , �� I 14" 1 I I 16' PINE ` ❑WZ C+? I10" PINE r) W m c � 10" PINE 1 1 15 DRAINAGE EASEMENT kp F-O civ J I M I I }125" LIVE OAK ,}•�8" RUB OVA Z� Y � I �I 45 DRAIN GE N �( s W¢D c.1 _ .� EASEMENT I I SWMF 2 to" Scua qAK 08` SCRUB U�� C1a , I (UNOBSTRU TED I I C w ` W omm! "') SWMF 1 I 1 L �� "" NOTE 1 "019' TWIN 5 UE1 oak ' �" G o # C)7 Z O 12" PLM 8 al i O �/� I O a SCRUB OAK a 66) ~I I I O V� o 012" SCRUB OAK S 013" WATEROAK 0 0 WATE OAK 9 oI 1 8" PINE -a22" TWIN SCRUB OAK.}-i7" WATER OlO ' WATER OAK go I I >�•11'• `�19" PINE , © 7" SCRUB OAK �6 SCIto U7" SCRUB OAK I N" O. I I s `9 SCRUB OAK Z I 8 z I I � '0 6' SCRUB OAK g" SCRUB 0 iL 13 112" PINE '� 1 INE I C.a. J-t 7" SCRUB OAK �Sl— x y ATER f 13`TWIF(3'CCFTUB qAf� SCRUB OAK 8 WATER OAK w 10' PINE 7 `SCRUB OAKP I 012" PALM �_ AQ, � " ' B" SCRUB OAK 08" SCRUB OAK ` ` 2.70' ` �77" SCRUB OAK 8" SCRUB OAK S}� F'OU`1D 1/2" IRO 13' PALM 16" PINEO } \A/ 8" SCRUB OAK p CRUET OAK PIPE, NO CAP �c10" PINE 21' WATER R OA r r� ! .•� W TER OAK 7" WATER OAK _J 123.91' C.O. N68'49 57 75.00' (FI LD) C.O. '44' 75.00' -4�- — — ..,_ ` ..,r (FIELD) N68 1 15 W .83 (FIELD) 5 00 W N6$'45'00"W 1Q7,$g' SET 1/2" IRON — — — 10 UTIL Y • (FIELD) 7 PINE PIPE, CAP LB3672 r s -- —EX. W.M.-•-- — — — . 25. 7 - -- - TOP SACK OF CURB CURB o 76T w EASEME T �� r (FIELD) NV-4.47 - DG MEN7 S.INV-4.49 �4 h y3D'R 10. PINE WATER METER (3) WATER METERS � -0 W� BOX & COVER W� BOX 8L COVER 10" WATER OAK ` — y ) �41 569'13'37"E G 8" PINE 9" PINE 9' PINE CCRNEL L LANE 5 — — � 5 N 94.83' 50' RIGHT OF WAY 9 DROP INLET EDGE PAVEMENT TOP�•10.23 7" CHERRY I N.INVs4.79 6" LIVE OAK ` EX. 12" SAN TDP BACK OF CURB S.INV=5.18 r0, l c 8" PINE OAK TRIPLE 12" LIVE BALK 7" PINE g" PINE \ EX. SANITARY M.H. EX. 12" SAN �.. N RIM + 11.60 ,1 = INV. 12" SE - 0.65 EX. 1 SAN LI INV. 6" S = 4.32 EX. 12 S I I 5" PALM -f`�>�' PINE 8" PINE' '�TRIPLE 11" LIVE OAK ` e PINE 8' PINE EX.•SANITARY M.H. " �t 6" PINE• 10" PINE INV. 12" SW - 0.68 — -- __ _ �f / \ C NV. 12" NW q.68 — _ Cn'' -7E WALK � — —` - — — — — — — ' 1 — — TWIN 10" SCRUB OAK — — 7" PINE PINE PIS 6' PINE — — — — — — — \ APPROX.. L1, ON OF 1 \ / EXIST. SAAITr., SEWER BENCHM"�K1 I I CONCRETE WALK C11� SET NAIL & DISK, L.B. 3672 a" PINE / IN SIDEWALK \ ELEV. 11.11 (NGVE 9" PINE _ --- - -- - - -. - - - - - - - - _.... — � � BUILDING 1 p rs.•rrree..a'tr:�axs�r.•r..a;+ I ' r-Rim 11 R I .r 1 r Dbs lgried ;oaf-w- Released For ConstructionPr4 I �. Connelly n e I l & Wicker ke r Inc. Project No.: Drawing T � y CORNELL ONE � 0301--09 BTP Drawn By Consulting Engineers o Checked This Drawing In the property of Connally do wicker Inc. 1711 south 5th street PREPARED FOR SITE GEOMETRY AND UTILITY PLAN CEK and Is not to be reproduced or copied In whole or in Jacksonville Beach, Florida 32250 part. It Is not to be used on any other pro*t and _.. Q 41--112fi BEACHES HABITAT scab :1" -z 20' O.C. (904)*�249 7995 Fax. (9 4) 2 � RICHARD C. V�I,.CH, P.E. Date ®EK to to be returned on request. C.A. No.: 3650 No. Date Revision By, P.E. #40279 JAN. 2003 Sheet 4_ of g f n I THIS DOCUMENT 19 AN w LH INSTRUMENT OF Lu FCR OTHERS FOR�.,WRF,�wvw. :L 5TRUCTION OF PROJECT ILLI AS TITLED.BELOW -+ RIVED FROM THIS INSTRUMENT Iw I Dzu CAN NOT BE USED Pop,LU LU OTHER WORKS UNLESS w U_ W LITI-40RIZED 5-Y- T�4f-=LU LL ENGINEER WITI�40UT I (V OL'43.4i j; LU Y_ INFRINGEMENT OF: LrEGAL tV II ­I rM���. II I. ' , _4i.. -1 CRIF=TICN LL IILL ED (L I2-;7 II14 w r 7,- IIt4 IIL Ir;�4 73 IIIL LI c III 1%J4 !6 II.. (,L)I. U-Ir ,Ir (V IIIr w IItu 'all Ik I `4 N IIItIII7r t7 I M 0 X IIIIII Builders Ir.IIIof Jacksonville FirstSource III I0 P4 I fIIIIIIU_ r p I ... .. ILI f- -Top Ios A L!. tLf.j If 6550 Ro""evelt E31vd. A Jacksonville, FL 32244 N CL X M .7 Tel 904.772-61 00 -2835 Fax 904.317 4 X CONIC. ,SLAB REMPOACED W 17-, fl.)x lf-I&-S CIA IWMM OR EITHER 6X6 10/10 VIL VAPORL 13ARRIER IOVER- TE 0)-Tt")SS FIBERMEtH i ON 6 0- RMITE TREATED, (AEAN fQ L ICOMPAcTED nLL. Q W -111 iT_V1 "14 4 #414 AA L Of C14 A vex!- I4 Va IIIX'04"01W sv "' 7 IIP. Iui o- v (L Imt X Iw IFA .,F ­?IImw I44 w IIIfI7. i1A�j-j V1 0 0 j IMl VI '13 Iluri X IIV C14 IW,15 1h,11. ... - 1, CILI tr r III­7 III 'Olt CNI IT.011''TO HOR,f44 I 'k, VI r IV X IijL. V 4�t 0) X V1 <1 <1 'jp 4, Vi LU 0 X V1 (S)IV C14 X ILU V ANC w <� ISLA.R (Y A IILU:L IZ Itk w 4C r Xz Iz ILL Izu 0 X160 IIIC)I <1 z LLI t2—#4's�'BOTH"11, - j ,-,, -. ".1 - w LU WAYS w I,5!.4 L.at Y_ ILL F-)FAWNI [)Aw I7 L II !5C4LE 1/4 IDATE 1-22-03 STRUCTURAL ENGINEERING FOR USE WITH >JOB NO. J3$1061 TRUSSES BY BUILDERS FIRST SOURCE. 50,FT, 1150 RI END ZONE PRESSURES CF, A.5TF�UCTUFD,AL FDL,4N COMPONENTS 4 CLADZ)ING PRE56URES - IN P5F END-ZONEE; IWEIRICR-ZONES 1/4 P-Oil AR15A —FOUND,4TION FLAN es1r) 1=05.(I) Nr!(�;.(-) FIOS.(0 NEG.9-20-or 34.0 42.5 34,0 361 . NQ. 21475 32,5 40.6 32,E, 35�1 20-50 1-2 1/4 I -0 Ir50-100 or. 31A 3 1_r? 31.4 33/0 STATE OF �r4 0 or 1 30.0 555 30D 325 IORA z TO.30'WOODoTle LEGEND PLAN NOTES S At NON-LO4D 5EARING WLLS V 1) SEE SHEETS STI ND ST2 FOR DDITIONAL STRUCTURAL NOTES AND CONKFECTOR- MET40D OF TT,4Q4MENT END-ZONE COMFONENT5 4 NOTE THAT CERTAIN WOODITis RODS MAY BE DELETED FROM THIS PROJECT BASE[) ON THE FOLLOWING 111111111 THAT ARE NOT A SHEAR-W,4LL DO NOT REQUIRE WOOD,Tle ROD INSTALLATION. W,4LLS THAT HAVE BECOME LOAD BEARING OR EX15TING 1(2) 2x&-1 HEADER/5EAM CALL-OUT DETAILS. MSTAIO (14) 10o:1 CommonqlTot4l. 4 --';CLADDING FR55SURES APPLY LOAD 5E,4RING WLL5 WITHADDITIONL LOADING MUST PAVE WOODITIs RODS INSTALLED AS FOLLOWS- 2) TP15 DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT TO .WINDOW5 4 IN SHEET T T M6T,424 -06) 10c:;l CommonslTotal. , 401 0 O/C WooatjLe SPED TOLEEANCE5 NUMBER OF KING 5TUD5 EACP SIDE OF OPENING LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 15 MST45 (40) 10�dxl-1/2"/Total. -1 PIGHL161-ITED REAS - TYP, FROOF TfRUS5 UPLIFT (LE35) W00[>Tis fROD(5) NUMBER OF JACK 5TUD5 EACH SIDE OF OPENING PROVIDED BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, ING Iq THE X DIMENSION ILLUSTRATE6 EX7ERIO -TOLERANCES 10IZE OF PE.4DER MATERIAL DESIGN CENTER (BFSDC,) 16 NOT RESPONSIBLE FOR THE ACCURACY OF C51(o (25) &di or (22) 10d CommonslTotal, I __s 00-1000 ROD($) 10 4' OIG (INTERIOR) OR 0' O/C (EXTERIOR). SHOULD NOT NUMBER OF PLIES IN HEADER TP15 INFORMATION PROVIDED 5Y ANY OTPER SOURCE. SPI-141610-02) 10dixi-1/211. ,,,THE MEASURE`IENT OFF THE"1001-201(o ADD (1) ROE) ADJACENT TO TRUSS. 3) ALL REQ'D BEARINn LENGTH5 SHOWN ON TJ-5EAM SOFTWARE OUTPUT MT512 (14) 10cl Commons or 10dx1-1/2"/Total. CORNER OF CORNER OF THE HOUSE WHERE *12011 4 GREATER CONSULT DESIGN CENTEfR_ RIP X, OVERRIDE ALL EXTERIOR PE,4DER5 (MX6-11/2 1 UNLESS NOTED OTHERWISE, PAVE BEEN CON51DERED IN THE DESIGN OF TPl5 STRUCTURE TPROUGP OT520 (20) )0tcl Commorto or (24) 10dx1-1/2"/Total. Pauee END-ZONE (NOT INT-ZONE) of IN WOOD,TIE ALL INTERIOR PEADERS I (TYP) PRrzssi,IRE!� SHOULD BE USED.TERIC) GUIDELINES (MX6-1/1 UNLESS NOTED DE616N 0EARING VALUE ADJUSTMENT ANE)/CR THE ADDITION OF BEARING LC_$T2 —04) I(ood Sink,sors/Each to Truss and Stud Column.PROPERLY FRATED OPEN WEB TRUSS HEADER MAY BE UISEDV� BLOCKS.X OUTLINED MGT (22) 106 Commons to Wood Membr-"Ir - 1/2" diameter or Larger Threaded Rod pe'r" Acc' ompalng-1 T E WOOD-Tie ROD LOCATION. I X 2'-01 2 _0, BELOW IN LIEU OF 5PECIFIIED HEADER I Note oin Fags 51.L —I— ANY PEDER MAY BE REPLACED WITH ONE Or- GREATER DEPTH DESIGN LOADS HGT-2/3 (a) 1061 to Truss - 1/2" diameter or La(!�er Threaded Rod per Accompanying Note on FageSI RODS LOCAVONS ARE FOR DEMONSTRATION PURPOSES ONLY k) DO NOT RErLECT AN EXACT ROD LOCA-17ION. UNLESS NOTED . GRAVITY LOADS- PGT-4 (Irv) lod to Truss - 1/2" diameter or Larger Threaded Rod per Acr_ompan�ing Note on Fags 51.OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, &'-O" EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, B. L,4TER,4� LOADS: qTTI& (15) Irod Sink,ers to Wood Member '- 1/2" dimaster or Larger Threaded Rod per Accompanying R(OD5 SHOULD BE LOCATED,AT 50' 5PEARWALL SE6MENT - REFER TO [DETAIL P/5TI AND/OR D/STI ROOF LOAD TOP CPORD_.LLz20FSF DL-_1P5F WIND LOAD - 120 MP�4 CORNERS PLATE HEIGHT CHANGES ND AT EACH END OF E,4CP SPEAR WALL (UNLESS REPLACED WITP 4FFROVED POLD-DowNS PER BOT COORD LL-IOFeF DLzE51-5F Note oin Falee 51. DETAIL E;_STI). ROOS SHOWN IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4") OF F-ROPERLY CON5TRUCTED CORNER P05T OF, PPROXIMATE WOOD&TIc LOCATION FLOOR LOAD DL-15 FSP SEISMIC ZONE - I HTT22 (32) I(od Sinkers to Wood Member 1/2" dimaster or Larger Threaded Rod per Accompanying OTHER 50LID FRAMING. X SEE U1001),TleSECTION 11 Note oin Page 51,u*n&x S A I �,7 Ik1lBuilders LNBuilders IS Builders I klBuilders Builder BuilderSAIU��, Wqo&, VbVI/ Builders lla�lt, & F&�� FirstSource Fwel ,FirstSou FirstSource 7rumely FirstSource rr"ml FirstSource WooD *ri'le/ 101 P Lal�4 rce FirstSource W�k�k klFirstSource N MSTA24 W/(9)10d/ENp,¢ON STUD (21'2x4"2 SYP ASSEMBLY (TYP 4 0 HEADER 4 m SICU BLOCKING(TYP) OVERHANGS IN EXCESS OF Ifo" AND UP TO 24" TWIS DOCUMENT IS AN APPROVED TRUSS-TOME CONNECTORS HEADER(SIZE USE 2x4 STP OUT LOOKER AT 16"o/c CLIP To _ PER CALLOUT ON +5PW4/6/8 PL TE DF3L,TOP PL.WITH(2JH5 W/lS)Bd.OVERHANGS INSTRI il'-1ENT 0r- CONNECTION UPLIFT lL�51 UPLIFTS ] STUD WALL 5pECIFIGATIONS 7/16" A.PA.OR TECO RATED 1000 SEE 16" OR LESS USE 2x4 SYP OUTLOOKER AT 24" 0-465 �(I) 5 W/!4)Sd ND iE HT.(FT) STUD SCHEDULE STRUCTURAL CONNECTORS NOT REO'D ENCsII�(���''S SERVICE SHEATHING ON ROOF DECK 0.745 CU HS Ul/(5J 106 x I-1/2"/END.-- -� STRUCTURAL 0-9'-I 1%8" 2x4 t2 epp STUDS m ir.,O GW HEADER PER STRUCTURAL PLAN !ALL FRAMING MATESIAL TO l5la (2J 5PH4/6/8 PLAN)OR TRUSS IF APA/TECO•RATIN BLOICK SHEATHING EDGES o/c WITH(I)H5 W/!8156 FOR OTHERS FOR CON PLAN. 1i2 2TP EXGEP A5 NOTED. "2 5 II WITHIN 4' OF GABLE TRUSS WITH ad NAiLS AT 4 O.C.AT -` 465-930 (2)H5 W1(4)8d/ENO/EAS 0-I�'-I 118" 2x4°2 SPF STUDS m 12"O/C = PF LAYOUT IF SYS 42. °_WEATHING 15 NAILED ALL SUPPORTED PANEL -'14S-100 (2)HS W/(r✓-)10d x 1-1/2"/l Np/EA. 2x4 "2 5YP STUDS m 12"O/C _ +t FASTEN SHEATHING TO FRAMING AT 3" o/c TRUCTION OF PROJECT r1AY 13E US)=D IL.O. 2 5YP ONLY CORNER OF INTO 7oF=re_A_95E1"IE3LY 4 ON EDGES,6" c/c IN FIELD W/Sd. EDGES AND 5" O.C. IN FIELD. - 0-II'-I I/a" (6)1-1/4"GALV.ROOFINrl 0-Iwo (U H16H16/HI65 W/(10)10d x 1-1/2" TO TOP PL��•� 2x6 "2 SPF STU05 am 16" O/c GARAGE I I�OF Aa TITLED BELOW. IF 80TH 51p1=5 [3F FRAMING I GIS N�Ae�t�wi ru Rd 61 NAILS 0 EACH SHINGLE TO 0-1000 (I)i`TT512 W/CV 106 x 1-172 /END 0 Iia" 2x6 I'2 PF STUDS�Iro"O/C 0 TOP 1/8 � HDR. 1"o/c $d NA„ _ SHEATI1�;Cs 1 00 IN IXTHE EVENT THE CONCRETE m TOP fe TO HDR. II II INFORMATION p�RIV�p II e� (2)MSTA24 W/ FROM TN 15 INSTRUMENT PURLIN BOTTOM CHORD OF ALL 5W� CONTRACTOR OMITS THE CORNER OF A.P.A.RATED SHEATHING TO TRUSSES WITH 1x4 SYR NAIL THROUGH AF-A. RATED SHEATHING WPAHp22 EMBEDDED (9)lod/END/STRAP m )q I II GARAGE; CAN NOT BE USED FOR TRUSS-TO-1E CONNECTOR 6EE END OF HEADER UN.O- MATCH ROOF SHEACHING TRUSS SCHEDULE FOR PRE-ENGINEERED ROOF-- 24" O/CD/(3)1 TO TRUSSES ,a INTO NO.2 SYP FRAMING IN O A H STRAPS, I 1T ACCEPTABLE OTHER WQRKa UNLESS 24" O/C w/!3)106 NAILS AT O.G. AT ALL EDGES AND INTO EACH PLY TO 8Up8717U7E lI)M5T48 11 II AUTI-IC�izILED >=3Y ThI{= CONNECTOR. TRu55 OR RAFTER EACH TRUS5 - UND. OF EACH DOUBLE INTERIOR PLATE, 12" SERIES FLAT STRAP PER WALL SHEATHING SHALL BE 7/16" +SPEATWING NEEP ONLY O.C.ELSEWHERE. HPAHD22,FACE MOUNT THE A.P.A.RATED SHEATHING WITH 8d r-�ER LOWER tE DFL 2x *2 SYP D>-5L .TOP PL.(SLOPED) EN60NEER WITI-IOI,.IT' STRAP TO THE FOUNDATION NAILS A7 3" OZ.AT ALL PANEL I I ASSEMBLY IFA INFRINGEMENT OF (-1"CxAL S ALLT>=pTERIOR WALL SHEATHING 5PH4/6/S 32"O/C Off' w - h W FOR OTHER UPLIFT HARDWARE WITH EITHER(4)1/2"m EDGES AND 8"O.G. IN FIELD ALM ARE P RO-EERL SHALL BE '1)16" A.P.A.RATED WOOD4TIes 8005 m 4' O/C AND CONNECTIONS,SEE TYPICAL EPDXIED ALL THREADS W/ (TYP-UN.Od, 5WEATHING PANELS II II 1/16" A.P.A,(SATED SHEATHING WITH i:21CsH 1T^a• (2)2x4 02 5YP TOP M. FAS FN W/ SHEATHING WITH 8d NAILS A7 6" NAILED TOGETHER w/3x3x1/5" WASHERS. WALL SECTION AND TYPICAL 4 I/4"MIN.EMBEDMENT OR SHOULD 613 BIZ(! NTEP BJ 7WJ ,9 CLIPS15TRAP5 ad NAiLS m 6"o/c ALONG ALL PANEL (2)ROWS 106 m 12" O.G.(UNO.J MIN. O.G,AT ALL PANEL EpCsES AND HEADER FRAMING DETAIL. (16)3/16"0x 13/4" TAPGON PErRPINPICULAR TO FRAMING II I ARE ATTACH 70 BOTH FE'S EDGES AND 8" o/c IN FIELD. BLOCK RE DI=SG}�'iPTf QN 24" LAP w/7121106 IN LAP.5PH4/6/b 8" O.G. IN FIELD (TYP-U.NO.). ANCHORS.FASTEN STRAP TO MEMBERS,UN.O. I/a"CsYP ALL EDGE-5!CONTINUE STUDS 4 SHEATHINCs 0 32" O/C Q9 WOOD+Tie RODS m 6' SHEATHING PANELS SHOULD BE 1/2"0 x 4-1/2" 8MBEDMENT WEDGE !171x4 "2 SYP A7 DOUBLE INTERIOR STUDS W/(20A6d. 11 II TRUSSES)RAF7ER5 FOUND TO UNDERSIDE OF OUTLOOKERS) OIG W/ 3x3xl/a" WASHERS. ORIENTED PERPINPIGULAR To ANCHORS QB EFOXIED ALL SILL ITYP) 51LL5/PLATES/BLOCKING,NAIL JACKS PER PLAN SIHEATWING TO BE ORIENTED PERP. 1 - FRAMING MEMBERS IF EXTERIOR THREADS 9 32"o/c W/2X2Xi1W FIRST PLATE TO SECOND PLATE W/ MIN.3 KING STUDS EACH TO FRAMING MEMBERS,UN.O. [2Ai=TER-TO-fE CONNECTORS FINISH 15 STUCCO,UN.D. WASHERS OR WOOD'T14a RODS m !2)ROWS 126 COMMONS AT 8"O.G. CEILING WEIGHT VARIES SYP PT BOTTOM tE w/ 4"o/c.WOOp'Tie RODS a SIDE of OPENING WHEN 2 - LENGTH CONNECTOR 02 SYP/8 0 32" O/C 4B INTERIOR. D-Tte RODS ADD SIDE PANEL HEIGHT TO HPAHD22 W/(23)166 70 USING 2x6 FRAMING,5 KING PLJRBL.IN BOTTOM CPORv OF STUD ASSMEBLY(2) STUDS EACH SIDE WHEN II ALL TRUSSES WITH 1x4 SYP O.7' C1)W5,HS,HI6, MT512 WDQp+Tte RODS w 6' O/G. EITHER 24"o/c SHOT PINS OR 166 WIDTH REQUIREMENTS PER SIDE OF OPENING USING 2x4 FRAMING UN.O_ P£RtPINpICULAf2 TO f2)W5'S o[N8'S Og - t/2"0x I" EMBED Ate.w/2"x2"xl/a" WASH CAST=HARP NAILS m Ia'b/c. ANON BOLTCS) h ert) MIN.w WOOF TI5 ROD '1'-14' (2 HE, MPa.' AT 32" o/c 55 IAA/2"0 WOOD+TiB RODS m � OR 5H T PINS 1 a I" /2" ANCHOR BOLT AS II r1ZUawSES m z4°O/c w/(3) - (2"MAX.FROM lod iNAIL$AT EACH TRUSS - 4 rro' O/C W/EITHER SHOT PINS o 24" O/C +2 5YP PT E30TTOM fE � PER TAIL E/5T1 PER TYP,WALL SECTION• JACK/STUDS) II II NAIL$/ W/f9)106 6' 1'-8 I/2" U.NCrJ• II II NAILS/ENP ro EA SIDE OF 7 14' 5817 PLAN -- OR Irgd CASE HARDS m IS" O/C. y' 1'-5'1 +}�I 'AHD22 NOT RE= 4" SLAB W/8"x8" THICK- II II II II EA.STUD ABOVE ENED EDGE W/(V4 JACKS 1' AND SHORTER MAY N m THIS tDInT IF CONT.UNDER DOOM II II USE (4)106 IN LIEU OF LJ4 � - a.. 4' 1'-Z 1/2" N1rApirR 4 JACKS TO WALL LENGTH > =L' (SEE DETAIL 6/5T2) FINISH II it HEADER TRU55-TO-f£ GDNNECTION e. . 4. . FINIS;I�_ L ,GRADE II II TYPICAL WALL ° °q GRAPE TI i I— —III I i I-� -- ----------- I I— I —I I�� I -I Ip CONN£GTIONS: i - II II PEAK- Ta II': 2X4 STUDS 6 x 6 - W1,4 x WIA WWF +ALL CONCRETE MINIMUM �7 7� �L�!"WISH OR FIBER"IESH 2500 PSi COMPRESSIVE ;II j_!!`--1I I ~~--~~-»»»rjj_��—_�� _ TO-STUD, V TO 14': 2x6 SPF"2 GRADEtUATERPRDOF BARRIER STRENGTH m 28 DAYS/ ` r= j(j �7 _ _RT -,t --� r ' 71!'��r7 � - 5WE- FQUNDAT)ON fP 16: 2x8 SYt"2 FOOTING TO BEAR ON UNDISTURBED SOIL HTT22 W/5/a"0 ALL �� �! ,III � 1 ,� �'1 l;�� I(=I I 1='I I=I I'FOOTING(SEE TYPICAL WALL SECTION) THREAD (5 I/2" �=TI rI I I=ELF �r=r NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING, INSTALL ANCHOR SOLT,IF USED,WITHIN 8" OF EMl3EDrlENT)(TYP) �_ 1=�• riT BEARING WALL ENDS AND WITHIN a" OF DOOR OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR D N T Q 1T1 NA M T T •T N IN P A REINFORCING ANO DIMENSIONING OF FOOTINGS. 5T1 TYPICAL WALL SECTION sill STUB - 5FECIAL 5NEARJALL DETAIL STI TYPICAL GARAGE DOOR OPENING DETAIL STI .GABLE END BALLOON FRAMING DETAIL 1/2" = 1'-011 1/211 - 11-0u 1/2" = P-Ou ■ � M uil r +SWI 4 (2 SWEAR WALLS TOP MIN,48" OVECES OR PS �1 rs�ti.d l i u r��p WI MIN.(241.131x3"NAILS m TOP PLATE SPLICES OR(2) 41'2 SYPOUTLOOKER MSTA24's W/(9)l0d/END,CENTERED ON EACH SPLICE. " EACH APPROVED TRUSS-70-1E CONNECTORS STUD WALL SPECIFICATIONS r� +OVERHANGS C 16' m 24 o/c W/(U H5 m of Jacksonville T--- UPLIFTS > --- - HEADER PER STRUCTURAL t� L- OU7LDOKER TO TDP CHORD OF GABLE TRUSS UPLIFT(LBS) CONNECTION 1000 SEE a HT,(FT) STUD SCHEDULE PLAN OR TRUSS LAYOUT OVERHANGS 16" y 24" m 16'b/c WI l2J N5 m EAc ✓ 0-465 (IT-45- W/(41 8d/END' STRUCTURAL 0-5'-I II/8" 2x4"2 SPF STUDS m 16" o/C NAIL THROUGH A.P.A.OR TECO RATED 5WEATHING 5T1 5Ti BLOCK SHEATPIiINC•e EDGES OUTLOOKER TO TOP CHORD OF GABLE TRUSS 0-T45 (I)H6 UJ/(5)_��i x 1-112"/END WITHIN 4'OF GAEBLE TRUSS PLAN. 0-10'-I I/8" 2x4 2 Sf STUDS e 12"O/c - G # INTOµ0.2 SPF FRAMING PER SWEAR 465-930 (2)H5 W/(4)ad/END/EA. - + `�� WALL TABLE. FASTEN SHEATHING TO FRAMING 0-II'-I I/8" 2x4 2 SYP STUDS m 12" O/C A.P.A,OR TECO RATED SHEATHING FASTENED TO (2,M5TA24 W/(9A0d/END AT 3"/6" O.C.W/8d NAILS, C11 -145-1000 (2)HS W/(5)10d x i-1/2'/END/EA, 2x6 02 SPF STUDS_Is 16" O/C FRAMING PER SWEAR WALL TABLE FROM BEAM TO POST BUILT-UP OR BOXED COLUMN MAY 0-1000 (1)HI6%HI65 W/(10)10d x 1-1/2"TO 70P PL. .M 0.Z_ /8 2x6 "2 SPF STUDS l,o-5/- SWEAR WALL BE U DIN LIEU OF 4x4 02 6x6. — 0-1000 - (1 MT512 W/!13 10d x I-I/2"/END (BLOCK PEEL E )°5J CENTER STRAP ® JOINT q 7116"A.P.A.OR TECO RATED 8d COMMON HOLD 12CON m ENE2 IN ADDITION UN.a.ON STRUCTURAL (41.131x3" E OR END A.P.A.OR TEGO RATED SHEATHING ON ROOF PECK PURI-AN BOTTOM NAILING To TYP.WALL SECTION(A/STI 4 PLAN. USE 4ply 1'2 SYP OR 5ply 1'2 SPF 2x4 CHORD OF ALL SPACING 15/STI). WOOD+TIE ROD MAY BE BUILT-UP COLUMN ILA 4x4 NAILS g GH SHEATHING TO MATCH enc: WITW 8d NAILS AT 4" O.C.AT OUTLOOKTO TDP fE. ROOF SHEATHING TRl1S5E5 WITH 1X4 USED IN LIEU OF ANY SPECIFIED 5550 Roosevelt Blvd. ALL SUPPORTED PANEL PT '7 SYP 4x4 POST USE 5 1 112 SYP QS 5 I "2 SPF 2x6 GABLE TOP CHORD EDGES AND 8" O.C. IN FIELD. SYP DOUBLE STUDS m EACH END HOLD-pOUJN. -COLUMNS GREATER - y p y Jacksonville, FL 32244 RE-ENGINEERED ROO TO TRUSSES E S to 2 Cr-SHEAR WALLS EDGE FIELD I-STORY 2-STORY THAN 10' QS THOSE BUILT-UP COLUMN IL.O 6x6 2x L-BRACE ON GABLE VERTICALS A5 Tel 904.772-6.1 OQ (IL 1-I/4"GALV.ROOFING TRUSS OR RAFTER TO TRUS3£5 m 24" WALLS � 15'LONG:NONE SUPPORTING SPECIFIED 13Y TRUSS MANUF.(MIN,2x4 112 �tA NAILS e EACH SHINGLE TO O/C w/(3)106 SW 6 8 11616 � , „ „ Fax 904.317-2835 SWEATING NAILS AT EACH REQ'Dt WALLS [ IV LONG: STRAP ENGINEERED WOOD > 0 SPF W/6'o%,131x3 NAILS ®MAX 24 o/c). TRU55 - U.N.O. HEADER ICING 57UD5 MAY SERVE - r2)6PI-14/6/8 W/1/2"0 x PRODUCT: USE PT •2 p AS DBL STUDS AT THE ENDS OF 4-I/7"EMBED EPDXIED SYP 6x6 POST. (UAB. GABLE Tf'`U55 (2)r 2 SYP TOP 112. FASTEN W/(2) SWEARWALLS ALL THREAD 4 3X3XI/8" ON STRUCTURAL PLAN) `3 ROWS 10d 12"o/c (UN.O.)MIN.24" LA SPI-141618 m 32"c/o 09 WASHER WITHIN 3"OF — � — — r r E m TRUSS-TO-fE CONNECTOR SEE W/(12)I0d IN LAP, WOOD+Tie RODS W/ STUDS/5PH4/6/8. ' 1217. SPF 2x4 . Ea,COMER ((� I IL.o.4x4 POST.l3J r1 5Ft~ 2x -B INC T MI A NO 7 CLIP END Di"LATERAL BRACE TO GABLE V} J TRUSS SCHEDULE FOR 3"xVA/8" WASHER m 4"a/c I 2x4'6 �+CORNERS DIRECTLY A R POINT OF GAB E "X., BOTTOM CHORD WITH(2)H5 CLIPS. (IJ4TT22 W/5/8"0 x 5-I/2" (3>C516 CONNECTOR. 5WI 3 8 EMBED EPDXIED ALL POST TO SLAB GONNECTIOµ BENEATH BEAM WHEN 6x6 IS N B CES (NWA IN,8' 4 AT W EA STRAPS REO'p, C�A�iLE BOTTOM CHORD TO 70P rz W/MStA18 5PH4/6/8 m 32"o/c SPF STUDS STUDS PER PLAN THREAD. WITH ABU44 OR ABUro6 W/ I DJACENT 7RU5 W/(3).131x3' STRAP W/(1)10d/E=ND a 48"c/c OR.131x3" TOE - RAFTER-TO.-_F CONNECTORS + (12)led C Irl"0x4 1/411 EMBED HTTI6 4 5/8"0x5-1/2" N A "X" CI 5 ACI G wry- OR WOOD Tle NAILS t0 TOP fE 3"o/c-STAGGERED A5 REG2'p, ``INI1 RODS W/3"x3"xl/8" (2)sPW4/6/8 W/Irl"0 x 4-1/4'(2)C616 EPDXIED ALL THREAAp 4B1 EMBED EPDXIED � < 4/12 PI1C 8'0/6 LENGTH CONNECTOR 5W2 3 a EMBED EPDXIED ALL STRAPS (1)HTTI(6 4 5/5"0 x 5-1/2" ALL THREAD ® 62 SYP LEDGER FASTENED x 4/12 C 1/12 1 CW = 6'c/c 1/l6" A.P.A.OR TECO RATED SHEATHING W/8d NAILS WASHER m 6"a/c ' THREAD W/3x3x1/6" EMBED EPDXIED ALL -_ -- EACH QS TO 16"o/c STUDS w/.131x3" ''+ ]1/12 PITC I = 4'0% m 6"O.C.ALONG ALL PANEL EDGES AND 8" O.C.IN II� 0-1' [I)H5,H8,WI6, MT512 THREAD. ALTERNATIVE A5 GUN NAILS s EA STUD II WASHER ' -- FIELD. BLOCK ALL EDGES(CONTINUE SHEATHING l2)W5'S�$W8'S o8 "STRAPPING, fE NOTES, SHOWN ON (TRUSS-7o-LEDGER To MIDPOINT OF GABLE BOTTOM CHORD) '1-i4 (U 1416 Oar'MT612 CONNECTORS,CLIP5, I) 5/16" HARDI-PANEL IS PERMITTED AS SUBSTITUTION ° c ° c' I - STRUCTURAL PLAN, CONNECTOR SPECIFIED A,r3'S ANP/OF2 WOOD+Tie FOR RATED SHEATHING ON EXTERIOR BY TRUSS ENGINEER) -� 7 14' SEE PLAN WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN. //~/ '" ° \/\/\/\//\//\/\//\ ' SEAM ABOVE RODS ARE NOT R1rQ'D '; / /�\/� I Z2x4 12 SYP LATERAL BRACE AT 48"o/c. IF FIRST oUTLooK>rR 15 MORE USE (4 1' AND SHORTER MAY q.P.q,OR TECO RATED a INTERIOR 3>=ARING 2) OPENINGS IN SHEAR WALL 5>=GMENT5 PERMITTED ONLY / / • /���/�//. r 1)16" AP.A.OR (3).131x3" NAIU,5 THROUGH BRACE INTO THAN 32",FROM FASCIA,USE TivU95-TO-IE1 GOINNEEU CTION SHEATHING OVER SPF STUDS LUAL L S 5Ur'F'ORTING HaLD pOlLNS IF SHOWN ON THE FRAMING PLAN. REFER TO DETAIL \/� y\/\ \ \�\/ � I TECO RATED �E GER 4 GONNETION SCHEDULE( EACH TRUSS 50TTOM CHORD. EXTEND l2J2x4'S m FIRST oUTLD R ONLY ONLY FLOOR LOADS. PER TABLE D/STI• \\����\\/\/ FOOTING(SEE FOUNDATION SHEATHING W/ RVM 0-116,.._..2x6 w/(5)NAILS m 8ACH STUD. BRACE To FOURTH INTERIOR TRJ55. FOOTING(SEE TYPICAL WALL SECTION) J/\ \ I 6'/12"o/c 8d Ry.111-1241�2xa w/(8)NAILS m EACH STUD, STUD WALLS WITH BRICK VENEER \�/, PLAN FOR SIZE) NAILING - 4 SIDES ¢ 3) HTT22 SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH RV"1242-1862-2x12 w/02)NAILS m EACH STUD. MSTAIB STRAP s, .° OP710Nr SECURE BRICK VENEER ALL EXTERIOR WALL 5WEATHING HPAND22 W/lZ3Ji6d I 48"o/c�.131x8" TO WOOD FRAME w/GALV•TIES m °2 5YP BOTTOM IF W/(2)ROWS OF 10d SHALL BE 1/16"A.P.Q.RATED TYP. PORCH POST 4 ALT. BOXED TOE NAILS 16"a/c HORIZONTAL 4 32"olc NAILS a 12"OIG,OTACsG17RED- SHEATHING WITH ad NAILS AT fo" I R VERTICAL O.C.AT ALL PANEL EDGE,` SHEAR WALL A55E1'''iBLY DETAIL DEA"f FRAMING DETAIL I COLUMN DETAIL TRU56 LEDGER DETAIL 5T1 GABLE END BRACING DETAIL �l 8" or-. IN FIELD (TYP-UN_OJ. 3/4" T4G PLYWOOD - SHEATHING PANELS SHOULD BE STI 1/211 11_011 1/2"z1'-0" I I/2"�1'-011 111 1 11 1t NAIL SHEATHING 70 BOTTOM fE fo"/6"cic 106 NAILS 4 GLUE ORIENTED PERPINPICULAR TO 1 '� 1/2 = 1'-0" AND BAND BOARD PER REQ'p W/LIQUID NAIL OR EQUAL. FRAMING MEMBER5 IF EXTERIOR SHEAR WALL EDGE NAILING. FINISH 13 STUCCO,UN.O. (2) .131x3" NAILS/TOE-NAILS FROM �— NAILER TO HDR OR JACK STUD. TRU55 TOP CHORD 11 WOOD+TI£ Rap FROM ABOvE, STRAP ACROSS JOINTS IN - - USE 4a" STRAPS I.L.O. F —'• BAND BOARD W/!I T"ISTA24 SPECIFIED 40" STRAPS W/791 10d NAILS/END IF LOOK DEPTH n2 16" HORIZONTAL 1x4 SPF r1 SECURED TO BEAM VIA HTT16 W/ )NOT REGt'D WHEN USING HEADER PER BLOCKING 57WN TRUSS (15)16d NAILS,MIN. „ `\ NAIL SHEATHING TO TOP fE WOOD+TIE RODS) STRUCTURAL II (41106 m KIWI U=CIPITIE ROP THROUGH /// BEAM SECURED VIA WOOD+TIE ROD 4 PER REQ'D SHEAR WALL STUD-TO-HEADER, CONT 2x4 (MAYBE OMITTED IF(I)M5TAI8 15 USED C:ENTERLINEOF BEAM W/ -� (IJ HT 116 W/(IS)16d (MAY BE ROTATED 111LJII/�/ £PGE NAILING PLAN EACH END AND _ FROM BLocK-To BLOCK ACRO55 EA.TRUSS) 3x3x1/8"WASHER 4 NUT. 180° TO CONCEAL FLANGE) ATTACH 2ND FLOOR STUDS TO FLOOR TRUSS OR I-JOISTS II 106 m 6"c/c FROM `l EACH PLY. J� I6T FLOOR STUDS OR FLOOR UPPER FLOOR STUDS E LOWER -fE AN A.P.A.OR TECO RATED CONT.2x4 TO 2x4 REAM W/40" LENGTH (48" IF FLOOR STUDS OR LOWER FLOOR T U�f'STOUD CONNECTOR SHEATHING W/el)Row OF BLOCKING fu - r BEAM WITH 40" LENGTH OF 0516 ATTACH FIN OF WINDOLU ad NAILS 3"O.G.AT TOP HORIZONTAL 2x4 SPF "2 FLOOR DEPTH 11± 16")OF c51 !21 2 5YP TDP f1?. STRAPPING w/llili0d/ENp. SCWEEDULE FOR SPACING STRAPS m 32" O/C W/(11)10 FASTEN W/(2)ROWS 10d CENTERED ON FLOOR SYSTEM GONMNECTOR(SWEET STI) TO PDR / NAILIER I (INTO FEV AND BOTTOM $1 BLOCKING 57LLN TRUSS eliENP (CENTERED GNI FLOOR SPF STUDS 12"c/c W/r11N.(12)106 IN QS WOOD+T1s RODS m 4'o/c. (INTO HEADER).NO 5PN'5 SYSTEM)OR USE WOOD•Tle LAP(U.N.O.)MIN.24" LAP 2x4 t'2 SPF NAILER II REQUIRED W/UPLIFTS UP ROOF SHEATHING 1WL RODS m V O/C(4' O/C m TO 1000a/TRU55. IF TRUSS INTERIOR WALLS) CONTINUE SPF STUDS ALL.JACKS TO HEADERS JACK AND KING STUDS, UPLIFTS EXCEED 10001, II QU INTERIOR E/GRA , CONTINUE A.P.A.OR TECO RATED M37,•AIS W/(6A0d IN QUANTITY PER CALLOUT EACH TRUSS MUST BE WOOD SEAM SHEATHING OVER SPF STUDS WEAIDER,(6A0d IN JACK. ON STRUCTURAL PLAN. CONTINUOUS 2x4 SPF 172 W/(3) ST1 III OF STUD COLUMN SPECIFICATION CONNECTED TO THE 131x3"NAILS 70 EAGW TRUSS WOOD*TIE BEAM CONNECTION AL TE RNAT I vE S ON STRUCTURAL SHEET(51 OR 1f2 5YP PT BOTTOM tE w/SPH4/6/a 9 1/2"0 x 4-1/2" EMBEDMENT WEDG!~ 11 WEARER,SEE 51 - VERTICAL 4 9 b"a/G.131xts" n 1 II 52)THROUGH FLOOR SYSTEM TO 32"o/c OR WOOD+TIs RODS m 6'o%. ANCHORS OR EPDXIED ALL BOW WINDOW ENGINEERING SHEET, TRUSS TOP CHORD -� ~~ __ ._ _» .-__ NAILS TO INTERMEDIATE i/2 = 1 •t'd FOUNDATION AND ADD (I)CS16 THREA05 m 32"o/c W/2%2x1/e" PER PLY ACROSS FLOOR WASHERS OR WOOD+Tie RODS 10 KING$OPTION FASTEN ADJACENT BLOCKING.ADD (I)rD fa l A. SYSTEM(OR WOOD+Tfe RODS „ 4"ole.WOOD-Tie RODS m FAeTEN ADJACENT KINGS ROW$ AN[) JACKS W/lZJ CONT.TO FOUNDATION). 1/2"0x1" EMBED A.S.w/2 x2"xl/8" INTERIOR SHEARwALLS APD ANCO JACKS W/(2)ROWS II ROWS OF IOd ,0 8"O G. STRAP W/(1)106/ENp m 13A, WASHER AT 32"c/c OR Ir2"0 WOOD-Tie EITHER 24"o/c SHOT PINS Dg Ifad OF 1106 m 8"O.G. PEEL/END VERTICAL SPLICE (CONT.2x4 MAYBE = _ C3J ROWS OF 106 NAILS m RODS m 6'o/c W/SHOT PINS m 24'b/c WOOD-TIE ROD ADJACENT ` 41 QOWSOFAGGEREiD,SI g 8"O.C.,STAGGERED A5 �d OF TRUSS s OMITTED IF!I)M5TAI8 15 USED � I` • M I` � �1 ry � 3 4 SHOWN,£A PLY. � � l•� FROM BLOCK-TO BLOCK T I` *�'r CASE HARD NAILS m 18"c/c. TO KING STUDS EACH 61DE � ACROSS EA.TRUSS) (I)ROW OF 10d NAILS m 6" O.C. ° 1/4" OFF 4t OF 2x6, , (� OR 166 CASE= WARDS m 18"o/c. 11 OF OPENING ] ro'-0" 57ACaGERED,WITHIN 3/4" OF ° 11U IId \\ OPENINGS GREATER THAN 1/16 A.P.A.OR TECO RATED 4 , STI ' CENTERLINE OF 2x4 15/011- ALL ,JACKS TO BOTTOM SHEATHING W/6"/6"o%ad NAILS • r _ __ ' 4 a i i 5HWP4/6/8 PER JACK 6' USE I/2"0 OR 3/8"0 - BLOCK ALL PANEL £PGE6. I� ANCWOR5 AT 48' O.G.OR 2 1/2 4 FINISH ° ? , °q I/4"0 TAPGONS AT 32" oC. .1 11/2 GRADE ° 6 x 6 - RM x WI.4 WWF ( (�j °. OR FIBERMESH It • u� 'V',d 11lUUU1� WATERPROOF - -ALL cONGRETE MINIMUM TRUSS-TO-fE CONN£CTORt DOUBL>w TOP IE OF WALL w w BARRIER SEE TRUSS SCHEDULE FOR 2500 P51 COMPRE551vE DOTING(5£E Y1 4 STRENGTH 1P 28 DAYS., TYP FOUNDATION TYPE (PTL A 4 B/STI) FootlNCs r0 SEAR ON UNDISTURBED SOIL DRAWN YEa NOTEr MASONRY STEMWALLrMAY BE USED IN LIEU OF MONOLITHIC FOOTING, INSTALL ANCHOR BOLTS DETAILS) (IF USED)WITHIN a" OF BEARING WALL ENDS AND WITHIN 617 OF DOOR OPENINGS IN BEARING STUDS/SWEAR WALL 1 i/�11 N21 SFF OR SYP 2X� 2,1 1 5/8i1 CN5CICED LAP WALLS, SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINGS. �25� BUILT-UP GOLUh1N SCALE 3/I�TRADiTIQNAL METAL GQNNEGTORS t1100L7�Tfo ANGHORIN��Roos OR mss'Yp 2x� PLATE NETS. UP TO 1:r,'-1 1/8" � SNF OR 5YF72x8 F M E3RACING OF TRU55 HEELS BUILT-UP COLUMN DATA S/1�/m2 TYPICAL OPENING FRAMING DETAIL - UX0, II BUILT-UP' COLUMN 121 SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLII 5. � 5T1 MULTI -STORY TYPICAL FALL SECTION 571 5T1 COVER 1� TALL) AT SNEAK �UALLS PLATE NGT`v. IUP TO 12 -I 1/S FASTEN WALL SHEATHING-TO-POST W/MIN 867E 0 PLATE PC-:TS- UP TO 20'-7" JOB NO. STANDARD 1/2" W 1'-011 1/211 z 11-011 1/2" = 11-0'1 � 12" O/C OR GYPSUM-Ta-POST W/MIN bid's q 4" O/C+TYPICAL CONN�TfIONS � s7uD 5Q•l=T• DET,41LS COLUMNS,_JACK»TCU-KING STUD MULTIPLE PLY P051 CONNECTIONS TRU55 BOTTOM CHORD MAY TOP PLATE MAY B8 �5EM13LIEC2CO)�VE18 POST ETC. BE BRACED WITH EITHER (I)WOOD+TIe ROD ADJACENT TO STUD POST P PORCH BEAM 19 NOTCHED To ALLOW PORCH THE 1x4 METHOD OR THE CONVENTIONAL LUMBER(2x8,2x10,2x12,ETC). (1)WOOD+TIE ROD BEAM TO BE LET IN TO "\`�11111fllllll!W/// BLOCKING METHOD. EITHER ADJACENT TO EACH SIDE OF POST IF PORCH BEAM 13 WALL PROVIDE D THAT(U \���\ ROOF SHEATHING SUPPORTED EDGE DOES METHOD TD PEND ON ADEQUATE THE ENGINEERED LUMBER(LSL,LVL,PSL,I=TC.) 2x4 112 SP`r POST 15 ADDED PETAiL TO BE'FOLLOWED AT ALL + , „ ����\\\``� C� 'A. NAILING PER PLAN TO EACH SIDE of PORCH The W000 Tie Anchoring Rod System consist of vertically oriented/z diameter,A307 threaded steel rods ti OVERHANG DIMENSION. SEE TRUSS ENGINEERING FOR MAX BEAM 70 SUPPORT TOP IE. LOCATIONS WH-15RE EXTERIOR WALL secured to the foundation via an embedment of not less than 4-1/4'into 2 500 sl concrete with an edge _� Q I I C(1 o/c SPACING OF BRACING-SEE PORCH :AM MAY BE NOTCHED IN ADDITION,!U WOOD+lis RUNS BEtWEENd TO PARALLEL TRUSSES, distance of 2"(3"when 2x6 framing is used)and secured with Simpson AT Acrylic-Tie two-part epoxy,or NO,2 5YP 2x CONT.TO TRUSS 4 H.I B. 91 FOR ADDITIONAL TRU55 AROUND TDP PLATT= PROVIDED ROD SHOULD 13E INSTALLED 11 TOP PLATE W/.131X3" - MATCH BRACING INFORMATION. ROOF/FLOOR other two-part epoxy with equal or higher allowable tension loads for the identical application two-part epoxy. 11 1/4 MAX THE TOTAL DE=PTH OF THE BEAM 15 TO EACH 91D>M OF PORCH TRUSSES The rods,a single,continuous rod or rod segments coupled together,culminate direct! above the to late 0 EDGE NAILING SPACING of B p g Y Pp _ N 21475 13oTTDM CHORD OF TRUSS (UP TO A 2x12) SHEARWALL 5WEATHING 9-I/4" UNLESS NOTED ON THE BEAM AND CU M9TA24 with a 3"x3"x 10ga or 1/811 thick steel washer and out where it secures the plates against vertical movcment. STRUCTURAL SWEET SI. SHOULD BE ATTACHED TO !EITHER 6"o/c OR 3"o/c), v liJ SIDE OF EACH TOP IE The nut should be tightened until the washershaws the slightest example of deformation(about 25 lb*ft 1x4 SYP CONT BRACING CENTERED ON THE JOINT. torque). At exterior walls,one W000*Tte rad should be installed at each comer post-on the side of the post � � �., �'d'A`�'1a; aF ;' �] w/[2)10d TO EA TRUSS, 2X402 SPF with the overly SHEATH TRUSS CLOSEST TO LEDGER w/ realer than six feet in length th should have onenWOOD Tier rodplacedat each side of the opening.At interior 0�� INTERIOR WALL ill/1/16" A.PIe,OR DD NOT SPLICE - OVERLAP g g ' ti TECO RATED 5WEA'rHING W/Bd m 3" + JOINTS MIN!2J TRFJ55E6 !4)131 A 14 walls,one WOOD'"Tie rod should be installed at each comerpost•on the side ofthe post with the �� � "........ NAIL POST TO 70 EAGW O THE F ELP - BLOCK AL.C.AT ALL EDGE5,AND iL EDGES VINYL SPOFFIT � PORCH HEADER INTERSECTING other h hold-down upper-most top plate-and ie not more than four feet each center thereafter. Additionally,into ONA� \\' other hold-down is present,a WOOD Tie rod should be placed at each end of each shear-wall segment if the //I1/ll/1I111 1111111��1\���\ (MATCH NAIL PATTERN SPECIFIED 2x4 112 SYP TOP FE W/(1)RDW OF TRU55 end ofthe segment does not coincide with a comer or opening. For two-story walls,walls over 11'high,or FOR SHTN'G m SW BELOW). SWI AND 3/8" APA PORCH BEAM, 131x3"NAILS m 2" MEMBER - g p g' g , O/C. USE WHEN (8).131x3" certain other applications when a single,continuous threaded rod can't be used,a coupler should be used to SHTN'G w/6" SEE BOTTOM NAILS m join two or more pieces of rod together to create a continuos path from top plate to foundation.The coupler SW2 WALLS ONLY. EDGE OF 2x NEED N07 BE o/c 6d STRUCTURAL CHORDS ON EACH should be low-carbon steel with a cross-sectional area of not less than,20 square inches,ideally i%`long X SI4�1z-T FLUSH W/EOG£ OF TOP fE. 2x FAS SaOFFi7 To 1x4 NAILER w/!2)106 VER 16 OR 86 TO Ix4 SWEET 51 FOR DIFFERENT TRUSS DR l 1/I ti",Each rod should be threaded not less than/x into the coupler and the two rods should make contact at 2x L FAS 41 OR e EA 16" O/C STUD , „ MTL FASG:IA THRIJ. Irv" MAX � NAILER 4 2x MINIMUM SIZE. SEE DETAIL A/B 1=0R STUD SOFFIT 701 2x FASTEN CHANNEL TO FRAMING, F'AOCI Q SIZE/SPACING REQUIREMENTS. HE16PTS ON LEDGER or near the middle of the coupler and be tigbtcted so as to prevent the movement of the coupler or either FASCIA w1t SIDING OR MASONARY VENEER w/ OPPOSITE TO threaded rod. AppV'D NET 0.14 APPV'D FASTENERS MAX m 6"o/c. ET O.H. SIDES OF BLOCKING, At exterior walls,APA or TECO rated sheathing,or 5/16"flardi-Panel should be applied to one side of the FA5TENEFtR5 A WALL. wall.An additional row of 8d nails(6d with Hardi-Panel)should be placed at 6"o1c into the top plate MAX roil odc. OVERHANG DETAIL FOR (3).13IX3" assembly i SWEAra1llALL (SHEATHING 4 y n addition to any other nailing specified for securing the sheathing to the frame. TOENAILS m At exterior wall applications CONNECTORS PER PLAN OVEf3}•IANG�OVEF2 16" NET / EACH pp'cations where the WOOD Tie Anchoring Rods are used to a)resist roof uplifts,b)resist PORCH N'G NOTE, STUD POST - Iply 2x4*2 SPF POST _ / overturning moments,c)resist lateral wind loading(perpendicular to the wall),and d)distribute shear-wall OVfERHANG DFTAIL FOR 5HEATH PORCH CLN'G(S)w/ 2x4 "2 ef+ BLOCKING TO PER PLY of PORCH REAM FOR BLOCKING m TOP PLATE loads(parallel to the wall),additional intermediate shear comiectors are required.The intermediate shear O f OViERHANG5 TO Id" N 3/8"APA' RATED SHEATHING CONVENTIONAL LUMBER. aply 1x4 24" O/C. OF EXTERIOR connectors may be either'/x"diameter X 4'/a"embednment threaded/epoxied rods or V?diameter X4" w/6"112"o/c 6d OR 8d NAILS. °2 SPF POST PER PLY OF PORCH embedment Powers Fasteners Blue-Ti Wedge-Bolts,located at or near mid-points between WOOD*77e BLOCK ALL PANEL EDGES. BEAM FOR ENGINEERED LUMBER, WALL. Anchoring Rods,but in no case more than 48"from any two anchor combinations;or 1/4"diametcrX 2W, EXTERIOR embedment TapCon anchors or.163"(or larger)diameter X l'/%'embedment power-actuated fasteners, WALL located at or near third-points between WOOD*Tie Anchoring Rode,but in no case more than 32"from any two anchor combinations. I NOTE: CONT I O WOOD BRACING At each side of the shoeplate joint,any one of the four intermediate shear comiectors outlined in the THIS INTERIOR SHEAR WALL DETAIL 15 INTENDED FOR USE IN AREAS WHERE THE SHEAR WALL RUNS PARALLEL TO THE TRUSSES. THiS 15 AN ALTERNATIVE ToNNIMMERIM CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. IF THE HOUSE IS TIED DOWN USING I ' preceding paragraph may be used to secure the plate and prevent horizontal movement.The shoe-platejoint N TRU65 5LOCKINGfastenershould be located within 6"ofthejoint.C Cis N PO C I-I BEAM T O 5 TU D TO T14E 61 CONVENTIONAL STRAPPING, SWEET FOR q The typical maximum allowable tension load for each unit is 3,6754 at interior locations and 2,943#at ALTERNATE INTERIOR SNEARWALL FRAMING STI TRU55 BRACING 4 OVERHANG ALTERNATIVES ST1 WALL DETAIL PORCH BEAM CONNECTION STI DETAIL exterior locations,when installed as designed. When a3"edge distance is used with 2x6 framing,the typical GJT 1 DETAILS. maximum allowable tension load for each unit may be increased to 3,4996 at exterior locations. w " 1/411 � i'-Q�" i/2" = 1'-Qat) 3/511 = 1'-0" I/2" � 11_011 THIS DOCUMENT 16 AN STRUCTURAL GENERAL NOTES INSTRUMENT Of= ENGINEER'S SERv►CE FOR OTHERS FOR CON- STOP LATH AND SEE 6Ti FOR VERTICAL WALL CONNECTION. STRUCTION OF PROJECT STUCCO CORNS AS TITLED BELOW, CODE STUCCO'BEAD I" BELOW 4" CONC SLAB W/ roX6x10/10 WWF 4" GONG 31,A� �U/ 0a <49XI�/IV WWF 11 a STOP LATH AND STI FQR YaRB;AL WAIL, GQNNtGTIQN, OVER 6 MIL, VAf-OR i3ARRlZg Ov�R INFORMATION DERIVED 2001 FLORIDA BUILDING CODE (Foc') OVEN 6 MIL VAPOR BARRIER OVER Koq 3/4 X 12 STUCCO CM9P FIMHEO FLOO CLtAK UJ�LL COMPAcrm, tR�AT5D 1-ILL MOM TPIS iNSTPUMI~NT CLEAN, WELL COI' PACTEp, TRIEEATInD FIL EXP. JOINT AT GARAGES DOOR BEArD I" BELOW 4" LONG SLAB, Ul/ &xroxi0/10 UAJJF MAY BE USED C:AN NOT B� Li9�D FOR FINISHED f=LOOR� F1OVER 6 Mil.. VAPOR BARRIER OVER A5 BRICK L-EDG �T OTNER WORDS UNLESS ASCE 1-98 l7,LEAN, W LL COMPACTED, TREVATED FILL SLOF,E GrRAO -��� - -- AUTI tO1RIZED B 1' THE 1997 NDS VARIES ���•�.�-�._-__�_-T--'��_� 4" CONC vLAB U1/ 6X&XIO/10 WWF - SLOPE - �----- } (I)`4 REBAR CONT. a HEADER COURSE _ _ ENGINE�(R WITHOUT �, NE AL, -_ _ =IIII= I OVER 6 MIL VAPOR BARRIER OVER GRADE _ DIMENSiONS ARE �, .' _ _ CLEAN, WELL COMPACTED, TRE TED FILL _ MIN, DISTANCES p �I I I Ir ( INFRINGEMENT OF LEGAL Ar Design is void after two years from original date of issue, unless updated to acceptable codes and practices at that time. I I�-IIII" 11I I� _ SII I IIII= - ­ .1 0 $' I I 4 i STORY _ _ _ �� w __ �� W N r I CLEAN COMPACTED N vel l I �I I I I DIMENSIONS ARE RiC�HTS. 0-Do not Scale. Llse dimensions from the architectural plan. Notify engineer immediately if dtgcrepancles aree foundt between plans. - IIII II II II I= - III II II I I I II _ III I II 2r`,.TORY MIN. DISTANCES C_All details shall be in accordance with instructions from manufacturer or deyi Her. - = =--- _ _ SAND FILL - E !D1✓SGiiPTIC7N t-- - _— 1 STORY W/ 2 OI@ LE55 COUIrz 10"), g =1 I II I l ll I I I_1-I I I I I —_ 2 � CONT. - ]_STORY I JI _ I T –I I F71.-._. I Iii I I i- o . �b�R�T,=MWAL� SOLID O�USS I�"xa�" STN' 0-All temporary shoring shall be the responsibility of the contractor- IY IIII—IIII =IIII II III C2� OR (3)04 CONT.- 2-STORY IIII - - I =ro MIL VAPOR BARRIER W/O BRiCK _ _. _ T ____._ _ _.-.r-I (TYP. VERTICAL REINFORCEMENT): 4 DOWELS 2 -111 I� _ IIII AI�I I ID CORNERS 4 4S"a/a TI-415IMAFTIER _ »15ND FouNpATloNs I STORY - W/ BRICK _ " ' ALL DOWELS ,0 TOP a BOTTOM, EMBED dti This deign has bEen completed in accordance with pertinent standards, recvmmEnded design Soil parameters, arnd accepted —III - 20" (I I II I1— 12" (T>"4 CONT, III I I ISI I MINiMIJM 6" INTO FOOTING /12" INTO SLAPS 3 engfn�ssrfnc� design pre3ce3ciures, and is based can the beMst informatiean available at the ttmw eaP completion. The ddasign is Intended 2 raC rpi�Y7 I—III 111-�=11I I"=11I I^ L sry r �+rlNry Sizes MAX STEMUJALL HEIGHTS (5) (GROUT ALL CELLS W/REINFORCEMENT) 4 ` to minimize differential movement rasutting From the heaving of expansive soil or settling of subsurface soils. It miust be recognized W/o BRICK IT' WIPE~ W1(2,-4 CONT, a" COURSES LUALLS ' (6) a" i srorr ooTING 1 � that Foundation components will undergo movement. An subsequent owners shall be appraised OF the soil condltllon and advised to 2 BRICK am"WII713 (INCLUDING LEDGE)w/!�r'4 W/o BRICK IONB`W 1(3,11 CONT. COURSES HIGH REQUIRE p g y q pp TURNED pOI,UN �DC�� ? sr•�I�Y ADDITIONAL ANALYSIS d W/�RIcIC 20"x8"W/(�>"4aR(a�coNr. maintain good practices in the future with regard to surface and subsurface drainage, framing of partitions abOvae Floor slabs, and i� �A�IN BT�F' DOWN w/o BRICK 16"WIDE W/(.S)4OR(2,w5CONT. 2 sr W/BRICK 24"WIDE (INCLUDING LEDGE)WI(4)04 DR l3Y5 REINFORCEMENT, w/ zm"xip° w/r3104 OR tory CONT. Finish work above the floor slabs, etc. 0& B Design has been based on a non-expansive soil with an allowable soil bearing capacity of,�OW pot. Active FFP; 30 pcF (level bacicslape). 1 W/BRICK za"^xtm° w/r4>�4 ora(a>�CONT, G.Backfill adjacent to foundation wails shall not be placed until the walls have sufficient strength and have been ]anchored to the Floor ���i��I OUND�TION D I h�l� 1 I �i��-kL FO�NDf TION DETAIL system above or adequately braced to prevent damage to the wall. D Refer to the Geotechnical Engineer's report for all soil requirements For this site. I-All Poundatlon pads shall be Formed to proper dimensions as indicated on the drawings and centered on column or wall. SEE STI FOR VERTICAL WALL CONANECTION. F The location of Foundation Jogs, steps and top of wall elevations and connections are critical to Foundation performance. These Items 4" CONS SLAB W/ 6X(oXi0110 WWF are shown on the: plans but may change during the actual construction, As a result, this design can not address prroper foundation OVER 6 MIL VAPOR BARRIER OVER 5 1/2" CLEAN, WELL. COMPACTED, TERMITE 4" CONC SLAB W/ (oxroXiollo WWF � " MAX. 2 LAB LES configuration unless stated specifically On the drawings, TREATED FILL OVER 6 MIL VAPOR BARRIER OVER �> 1/2 WIDE CONC. SILL TOP AT MAIN ABOVE SLAB LEVEL. SEE STI FOR VERTICAL g p y g - CLEAN, WELL COMPACTED, TREATS FILL STOP LATH AND 6L.AB LEVEL. TOP TO GARAGE FLOOR WALL. CONNECTION. Builders N C / (WEIGHTS DING 4 CONT. IN SOLi GROUTED CONCRE`�E:~ VARll°-S :•� � --------�- == -_ BEAD' OW WIDTH R50 ADDITIONAL ANALWSSSE u BLOCK COURSED .r•-,-�•-=----- -- :.� :•' . __ _ FINISHED FLOOR 4„ CD A,Detail reinforcement in accordance with AGI 315-50 (Revised i"Z65), Detailin Manual, Minimum concrete covisr Torr relnForcement _ '' --_ =. _1111=1 NO SLAB W/6x&AO/10 WWP TYPICAL SLAB RrSlSource _ —_ ��__ �~ ; III-;,,IIII= C7v8R 6 MIL. VAPOR BARRIER OVER r 9 _ _ -IIII=IIII _180 - (:LEAN,W L L COM PACTED, TRIWATED FILL TYP. VERT. � Jcicks®nville shall be as follows: _...._ _ - ' �� MIL VAPOR BARRIER R�INF• DesiCnCenter in� � - -- �� _ SLOP J c. U Concrete cast against earth 3" ....21 Formed Concrete expasesd to earth or weather I-1/2" _ . ,; _ � _ — �= =- �� GRADE 3J inteeriorp slabs, walls 3/4" � CLEAN COMPACTED _ TYPICAL FOOTINGS - SEE I/ST2 FORB Minimum compressive design strength of concrete used For foundations and slabs shall be T q peT a 28 days- -- = W- - - __- _ _; I � ,...,,.--- 550 Roosevelt 151vd _ __ III'_1 I I I'�i I I I-� SAND FILL �I I —I 1 _ IIII IIII slzl=_/R INFORC MI=NT Jacksonville,, lwlorida C,Reinforcing steel shall conform to ASTM A.615, grade 40. _ I _ p.Longitudinal reinforcing in Walls and footings shall be continuous at corners and intersections. Matching corner lbars shall be used. I i I I--I I i I - IIII-- IIII -IIII— I I ISI I I I=11 I I -- I(I ISI I I I-- 32244 Mtrilmum lap of reinforcing shall be 40 bar (hamsters, but not less than 20". E_All concrete operations, including but not limited to mix design,mixing, transporting, placing, reinforcing detailing and placing, curing, r III TYPICAL FOUNDATION ' I I Tel W4,1-12-61100 and tasting shall be done in accordance with the requirements and application OF AGI 30184 C850, "Specifica.ticons for Structural Concrete". �T�I ��w� DIM1WN510N6 AR IIII - _ III Fax 804.31-1-2$35 IN. DISTANCES I I I iw--IIII---I I � ii NON- LOAD BEARING � TURNED DOWN EDGE 2 FOUN0,4rION AT GARAG. E 2 FOUNDATION AT GARAGE A..Framing lumber shall be as follows Or better: 2 x Rafters/Beams/Joists "2 SYP ISio M.C. I-Joists Provided by TrusJoist, or equivalent. Engineered Beams Provided by TrusJoist, or equivalent. 4" CONI SLAB W/ roXC�Xl RIE tI 11F OVER 6 MIL VAPOR BARRIER OVER Plates i`2 SYP iS%, M.G. GLEAN, WELL COMPACTED, TERMITE �� HEADER BLOCK OR OVERLAP SLAG Studs 02 SPF ll i% M.C. - Typical - Unless Noted Otherwise TREATED FILL 2 RECESS -SLAB 3/4 FOR Stud Grade SPF IS% M.C. (2x4 up to 8'-I 1/6", one story residence only except partially enclosed structures) - FORMED & CAST 'i 11/2" THRESHOLD 1",All nails shall be type "Common" unless noted otherwise. Options to using common nails are as follows: STEP DOWN I-I/2" DEPTH = STUD -, 1 1/4" (FROM 12d=I0d=0.131"x3" Gun Nails RECE 66 $LAB 3/4" FOR $GD OUTSIDE FACE OF BLOCK) Sd=O-DSS x2 1/4 Screw/Glue Shank Gun Nails (provided that the o/c spacing is reduced by 1/3. I.E.: Sd 0 6 /12 Io/c becomes � ~- - 4" CONIC SLAB W/6X/aX10/10 UALP �� _ �OvI:F2 6. MIL VAPOR BARRIER OVER " T J11_I IIII �I I TYP, SLAB CLEAN, WELL COMPACTED, TREATED FILL v1 I I I��I I i 1=�i I► - I=jj � TYP. SLAB .0999"x2 1/4" a 4"/8"o/c.) W C Where not otherwise shown on plans, all nailing or screwing shall be as indicated in the current Florida Building Code, ASCE 1.98, IIII IIII=I I i- -, _ �II_ _ ;I IIII_II_ I_ IIIi� Iii IiIIIIfI- and/or 199"1 NDS -- -----rA _ ••,. ' ' '• -__ _ - _T r� _ - ��--.-.___._� - referernced above. All sheathing must be nailed or screwed 4 adhesives SHALL NOT be used in place of nailing!. �)i I I== -I I I IIII=IIII =IIII =IIII=I( I i I I- I I I I I *` � D Metal connectors to be provided b SIMPSON. Alternate connectors w/ equivalent or higher allowable loads may be used in lieu of YPIGAL FOOTING CLEAN COMPACTED _ I I I III i p y �I II I I�=� I I�' - -- 5�5 t/6Tz SAND FILL -�I I I Imo=IIII=I I I• TYPICAL. FOOTINGS SEE I/ST2 FOR specifled.,Compone=nts. (2r'4 CONT. - 1-STORY -SIZE/REINFORCEMEN ++ E-All exterior walls to be sheathed with min. 1/16" O.S.B. with Sol a 6" o.c. along panel edges, 12" o.c, in Field (8" Witth partially enclosed IIII =III IIII :I I I ISI I I I =I I (2�'S OR (3�'4 CONT. FOR -`f I I -=IIII IIII IIII FOR °SIZE/ =IIII-=�III I� III I-=IIII=III structures) except as Hated an Structural plan. I I I II I I III - i�' — II---I IF, 2-STORY I1 I IIII= I I I I R>~INFDRGEMENT la =-I I(�l Engineaered componets (trusses, I-,forst, etc.) shall be installed per manufacturers specifications 4 directlos. -- I STORY -_ I - =I(I Imo• - Ca.All permanent bracing of trusses with continuous lateral braces shall be diagonally braced per WIB,91 spaced not more than 16 Feet o.c. and 20„ TYPICAL FOUNDATION == ((� not mare than 4 from end of continuous latera I brace. 2 STOP, 11 •-I I I I Ill 1-IIII- I I I II I I I I I I I-—I I IN- 12 3 4 5 I 6 47' _011 121 - 611 5' - 211 4' -91A11 14' - 2 Y411 I I I I A 30507 SH 3050 SH 3068 EX 2868 EX - 11 STORAGE 1/� C� LL_I i t 3 L(7 15 -0 101 -01151 _011 '31 - 411 2 _ 111 9' -6�/�" -�. / 11 I _ II 31 211 31 11 -N � 411 � 4 31/211 2 1 /2 ` 31/211 � I BEDROOM 3 \ \ l IUINIG 0LnLI, =N -N ` o ROOIM co cocn � BEDROOM 2 a � _ CD -N A/ C N \ c� 0 o R & S � 0 B I HW N CO C P4 �N \ 2868 - _ 00 \ r�r) N LO \ - N 91 -611 5 4 2' - 411 3� - 4 1' - "' I/2" � � r� -1 0 z A/ R & S R & S = 3068 EX 1/2" 31/2 -1 I 3,/ I \ 5068 BF \ `_ \ it tll - 2 8 6 8 ........... ...... . ......_............ 3068 3068 BF r4O 8 BF - _ _..._ �; c 31 811 1' - 1" 3' -11/211 �` 4' - 11/211 I ................. .................. 31/2 \ 4 1 .._.,._.. 11 -- -------- 1 0 I � I _ I I I C I - I _ -- C DINING - KITCHEN o 1 0 s�........... , , oROOM - O MASTER 0 I I BATH 2 o BEDROO - I Z --------------------- E BATH 1 c I I 1 r- ------------ i LO -0111 13 II ( \�-_-----------------� a .2 305 SH 3030 SH 2030 OBS 4i.- _ iI 1 1 I _ I I I _ 1 1 5 -011 5 3 8 8 12 10 151 -311 0 w 47' -0" D t ✓ Q FLOOR PLAN I/2 11_011 o DSGN IQ SHEET 38-2 (L 0-XZ BAR IS ONE INCH ON BE AC E HABITAT PATE April 2002 DR J.A. CRAMMOND ORIGINAL DRAWING N N \elev-hi .dlv BEACHES L 0 1" N F5CHK IF NOT ONE INCH ON # 11010C 4 R N E L L LANE HRoJ rt APVD SHEET, Floor NO. DATEREVISION BY HABITAT SCALES r NO). BMW LL /0/22/2002 04:37:25 PM 0 57 (draw M 12 3 4 5 6 A JER 1111 Ulu Or LI 11 L hft HE ffllffilffimifl REIM ® ® E�EA � L El E:1 B RIGHT SIDE ELEVATION REAR ELEVATION GABLE OPTION 1/4"=1'-0" GABLE OPTION 1/4"=1'-0" u 11 11141111 1111,0 -il LULL _H11 gu 117 TI 4 MT 5 PLATE HEIGHT C 11 El FIN FLR ENTRY ELEVATION LEFT SIDE ELEVATION GABLE OPTION I/4"=1'-0" GABLE OPTION 1/4"=1'-0" a a a v a� E 0 b Q) w -a D aLij CID Q w DSGN Q_ ME- �b BAR IS ONE INCH ON BEACHES HABITAT SHEET 38 1g Q---I. N DR J.A. CRAMMOND ORIGINAL DRAWING DATE April 2002 N ...\elev-hi .dlv oN CHK BEACHES IF NOT ONE INCH ON # 1103 CORNELL LANE PROJ w 6 AP V D HI A B I T A T THIS SHEET,ACCORDINGLY ,__ Exterior Elevations (GABLE O P T I O N) No. O � pj N0. DATE REVISION BY iAPVD SCALES ACCORDINGLY ..-..� 10/22/2002 05:00:42 FMcn llChud Lk) • t I I r i r . I ! VAT 10 w LLP �-Lll E AST -E L E. t � 0urH EL..EvArEQr�.� M SCALE Q"= I wC]" scoLE 14 w I--c� • 5 0'-A. .. f �I�� NEW (3UiLDtwG FOR )m.S . TGYWR 3r, t NAThLIE 0.MYLOR � i 518 Levy Y (?car _a ; W � ! 40'41--- x '0 oo,o � 0 _. —- ', -AS J Bu orz Louv s 'a SILL 8�-c�''ca�>� F,w. FLoap- L„tzv Rt cam^ Ll QI f S t coT E P�.AN o � REVISIONS Y a I DATE BY DESCRIPTION _ 0 -0 I t �-�` ,- y F"' LOcaR PLAN F—LEVAr►DNS SITE ['r'LA,W - •• "V;°, �`�' ri "w, CSI FEW BUILDIt as Foo WA, S, .TAYLC. g z APPROVED �` ` LEVY RD, ,�TL&N-rrc �>� � PR r 5` (y ','• e;-' PRAWN 6Y: SHEET NO. ca O R. L,.A N CITY Of ATLANTIC 13EACy E •N c,a.�, WILLIAM T. MATHIS & ASSOCIATES SC4•LE_. �r�I,�Qu BUILpIIUC OFFCE CHECKED BY CONSULTING ENGINEERS J � Date.......... 8' v' 6317 ARLINGTON ROAD Y,' DAVE: JACKSONVILLE, FLORIDA +OF 2 L i 5'Ic b ----- _- 14 .'� STD. STAN, FURLIN ► , ; . �' RAF TER. � STC. 5TAP— "VE '3TG LYr COl..la MN '` r,&PE(.ED CR,l�6.UMtil 5TO, STAR GIRT O � N R1EII.aI= j G rCp tc��p W.Y�M, 5/g CHOR g0L.6rs C) -- 2: l-.DNG� GONGC Y SLL��r 1 %"O .,/66Z HAIRPIItiJ N- --- BASE Tt�1C3E •�► Cdk4$T%ucnoW JoI►JT 5;`E PL AI•ti SEE DETAIL. "A„ SHrzET Z olr2 ,- d - t .a�• A � . • ' �a l FOR ;70crrI►.,.Ic'b size '`.�. __a '�r��Fl -'d' �-- aw a' _ ! + WXMVE PROOF MEMWZ"T ` �4 •• f _9 III - C.OM, ACT�k7 FILL ( ` 5 BAS C71UTIl+�. W1�TERP(�C�DP 1 � ij1i 2 B�l� C4hlTtt�l. I�I , CO"PACTEP FILL Ifll �/ < f IEN „ i IDEM P.laM I „ Got-umN Fc: :),nNc2 `_ _ _ = ¢ 00vieLS j 4 acrts .w. 4 - i - TYR CAI,. CoWST, JoiQ-r' TYPICAL... SF,C-rl0N S LCTI ac•t � 4, ScAt.E 3� I-•Com” Z 5AR HAIRPIW I , TApE[IER COt..� t4l_1 I r' i o ZETE SLAB RE110R, Ca f c. 'gio WNAA I I _ ASE '�1UE ! I � CaNCtZET� St.,la,1a (�Elh1FO�R � , _ � ` I� I� U��,7 WI`rH CotiCo 'moo WEE VutM .E .F E -► RPROOF Mt+1�t bIZAN _- I - -� Cj TR.Ur--ru�I.» Nyms OW COt.4PAGTraP F tl..I... ,.. • w I J _ 2wl 5 COM'rI tit, ro _ � I I - Q - (2 MAr�tzIALE� 'k� I I (� COF.IC�t.•rarm - FLoom SL&3g AJ-A ► Fbcs`� o. cbps. ° I .. JAW, c-amp%zes i VIS. s-ramw 4rH 5,000 PAF Ia I I �` '' AT 28 PA`I'D _ . __ •.. .- REINFQRCIN0 STrm4 5s 14,000 Psi 741 S.APa5 ow RLL_ 5tiALL BE PL.ACtP oW aCLEA�. 'STANCa,[ W P�cTvTZ. Ds►St"TY AT, OPTIMUM MOI NTWIZE CdhJTEMT, UN! LIFTS WCrrF_XCF.EDjWG 1 � SC�ewE 5 t -p I I � � II 1 REVISIONS I 5 u I DATE 13Y DESCRIPTION I �8 BAR HA RPIN yC t�Mhlt7E�,T�1.. t , �-�* l L YPLcA.L, ��,CT►0t�1 w F 'u.4t~ ,.► Hca VYM. Z, .7,, y ,M4 a Y�] _J��"(TyP) ��''ate`$` � ►�` 5 4.Bi �.,,zvy gam. tic 'r.b"1 'F"4 all DRAWN.BY: SHEET NO. �.; c, r,w; WILLIAM T. MATHIS & ASSOCIATES Gi! w ray . r•r' 4a i.�►t. C: CHECKED BY: • �raur�lt�A`t'ta�,1 ��.AN `"'� � CONSULTING ENGINEERS 5[d.t..F ' �--c7" fes', , � ►r: ,1. ,04 6317 ARLINGTON ROAD 7 .^ 151 DATE J KSONVILLE, FLORIDA OF 2 m n s t u lw z as ab ac ad ae of a ah ak am an a as at eau aw az ba- bb be bd be bf bg bh bk bm bn by bs bt bu bw bz a b e d e f g h k p � 9 P A ' 8 8 � 4 �-- B . rr t` D BASE DETAIL BASE DETAIL -7) 4 1'-0 E N N II I , I H r 2 3 ,> �l SEC TION "D" SECTION A -- J 75'-4 g v� ANCHOR BOL TS 870 ANCHOR BDL TS K 25'-2 25'_.0 25'--2 24 32 L D IIA N I I BASE DETAIL M � I N - --'�- 2 f 32 2 ' P32 R E,VlSTING BLDG (TyP) I NOT BY STAR. -4- rn I ^ SEC TION "B" T I 10 ANCHOR BOL TS � I � 8 w rIlk r� X p I W D � r z I BASE DETAIL 4 I ' I � 37 i t i (TYP) i SECTION "c"', 850 ANCHOR BOL TS IIIc Il o i I I AB!) NB..a IPA Ila ' a ro'--o ro'---o lot-4 10'-4 ANCHOR BOLT SEMNG PLAN /APPROVED' C CIT`( Or ATLA(PIC BEACH BUILDING OFFICE JUN8 r B D 151 Lcv � 1� C. REVISIONS BY DATEE NOTES DRN. BY DATE HF 5/12/88 CENTURY STEEL BUILD/NG 88-0907 r. FOUNDATION MUST BE SQUARE AND LEVEL. Z ALL ANCHOR BOLTS MUST BE TRUE IN SIZE, LOCA TION AND PROJEC770N. CHK.BY DATE JOHN HOWARD <CIO � 3. PROJECTION SHOWN MUST BE HELD TO KEEP THRE4DS CLEAR of MAY 131988 lRff FINISHED CONCRETE. PONTE VEDRE, FLORIDA 4. .THIS DRAWING IS FOR ANCHOR BOLT PLACEMENT 06,t Y AND IS NOT A Fl L SUBSTITUTE FOR FOUNDATION DESIGN. . �ovTiuva�s Bin ��.1P) �--10oo� sce�Y✓5 o� co��.�iti4 P �,e�0� PA,(/E / ,+ F ,5C,eE END STOP LAP SC.eEklS C'�(/T/.!/IJOL/S .6,5427 ' � � /1-/O 7 TH/S E,VO � - \ 6A BL 6' rR1M ' l!-108 DPP EN4 11-201 THIS END J : i 2 SA✓D,�T L�c� O,F 2 C I I 11- 202 OOP F ND l/-443 rws EWD Y - - 444 DPP END PA.(/EL �.tlC N.>L�T12C AP/B FiGGEe = t 2 l!- / t //-5o0 ( vURda-QIP >,SqVE 7XIA1 I ' F gTTAcy w/rxl T.e�� //- 227 STARMARK 'I F•QST�a/E,eS f ' �A7YG'r T,�/ii;' C Z�145 9TEUT y I , 4A/3LE CO3�2/VEr2 GAt3L E TR1�� FA\14 " ,8O X TRI14t I + WALL srz' ErXls //- 227 ( STARMA•S:C //-5/8 _ � \ //- fC$C75' k r JEAvE SECT ou 'p I I E ST,�wT - 114,5750L 10/26 - W/TA/ SAVE P,4A/EL (ST.4.uD.4eL7� 477-Vel A/TT, / 7-,0/1-2 WALL P.4.v�� !/- 248 ( DIJRR-RIFE C (Q R1Q'D\ � //- 228 ( 5T'ARMARK J P� TRlrr �AsrE1NFR� i "'BASS 7,_6'11V (SEE NOTES G p� AC �7 REq'Q' / ii BASE TR!M /!V SlDF R18 FILLER vuRA- R1E (C F7A2.U,4L ) 0 BS o-1 BE 12-1K o / 1 Z�1/E C 7 /Q/t/ B �.%f/LLee / i - 24 ? METAL FILLER STRIP I PL!/6S oz ST,e/p i l2-KOI 99 OO RcIQ,sER FILLER 5T"RI /n1 E,4V'5 4649X T, llW fa�T/o�c%4L � s� .8oTTOM of CORMER BOX /SPuccEa W,4GL PA(/EL I SEE NorEs) v ` _ KO/,3 99 - 1no2 RU$SER PLUG I`~� pOWN m SHOW TA8 CST O,vc r. ' F STA RM.4 R!C W,471-L g neEws r � //- ?29 M E T101 -A L Fl L L E R 5 TR 1 P ZA Y E L7/`^J � C O/�- / `I L� /Cy L.. / /"1 /L ��✓�L E J EC T��lV ` RUSHER FILLER srizlP - -- -- - LAP scrzFw G 2'- o o. c . srA2SEAL SdregL ,AA! T e,iJ,Q LC/.D L L �,Q�[/EL .e o o P s �,e 1•./ / ' r �J E„ EWZ7"L( G/eT 7E.(/OLl/.ALL GA AL E 77R/F7 11 " STA�QA,L'p L'o•VO7 T/4,v WALL sC.P 64/ + I £ir1�u/.�LC p.4�vEL ; : - I 6/,e7- 4rL/1 ' . arNcv ST,ABa G rL 7-RIM-IFPA- STS NE P,S _5 CU� IN 6ABLE TR1rr EvD 4-4r.5O WwL sr'eEk/� BY STANDARD METHOD /- EucEPT dM/r Fo0reNer- I i I - DO var sPcrcE GAaLF77V41'1 ANoEXpANSIor✓08- O2 ( lo- O ) 4T L /BBEAe�FalM TRrr1 AT SAM-c PojNf, - I I W4GL SC,e�KiS ,4TS7,PC/�T!/,P I I ExPAN51 oN TRrr //-SO 9 c v : p , • 4wO T,�/.eP S'c e�tuS /ti' MF c�BE�s oma 7,ei c� I I �C� pap RIVET G / O O. C.� � S'C'.CE,K/S /.4/��TX/EE,G� � � / I i WAS [ PANEL I ` (SEE NTES O . _ To I BASE ,4,G ', 7Q Co RNE1Z TRIM � //- K5`"// I - — - - - - - - - ,Qt F3 jc/L CZ R I ' �aec/E,e T.e%e// I_ !!- K 70/ I i _ MTA/4z C A✓ ���L E `--- wRZ4 $ Ekvs .4 ?r ST,eu['TUev �' WALL SC,2 K/S F/FLD cUT tov5 LEG ,�,r�zs�s .v,va T.ei,+� sc��l�s o�T/axuAZ coyQ/Tian 1; 4F y.C�(/�L TO CLE.4.P /•t/ BE TIL�E�.G• W/JLL SC2Ek/S ,q T .sT/��c•T�,�.� //--- co,P,vF�2 E7,-4C�I 4/�L;;)tic/4� G Ag L E TRI!�7 EXPANSION D E TA ! L ��A/Ev' GO ' 7-0 PEAr�/ BTW'5151 (F01? /3LOGs W10F2 7 , W/LL SCeE /s N=R IJ EJG SECT/o/k/ S•� -11c-Ole Z�U'c'Q -lel ae T-41Fm Q e L 1. S I DEWALL PANEL LENGTH IS EQUAL TO NOMINAL EAVE HEIGHT / 2. PANEL GUARANTEE IS NOT VALID WHEN PANEL TOUCHES ��PT/ONpL �� i►'IET./IL .P/� /LLFC� F- LAP SceE�s' THE CONCRETE . ,e'llBBE,e/FpgM F/LLE � ,� \ I , I p'4SE�7o i, 8 / LA p Sce�krs 3. FIELD PAINT WALL SCREWS TO MATCH CORNER TRIM PLUGS c9.e STS/P , • {UC7GL S'C,QEK/S - ,e , .. . . AS REQUIRED. BASE T,e/M o P �� , �r ` 4 . ALL BASE TRIM, RUBBER, FOAM OR METAL RIB FILLERS SEE A/OTE S) _ BSS 7~i�/}7 U 4 b � ARE OPTIONAL ITEMS AND MAY OR MAY NOT BE ON �.uC,/✓Q,� (SEZ NOTES)T E 5� JOB FOR INSTALLATION , BAs£ , c .5 elC, 1419 c 2 '0 ,:n c BA SLt' ?U.�� . "�/DSL �-- _ ,��T,�/L �,0�_L,qP ,per•T�l,� �+f � ��� ,y �,� .,��,� ��� k. 0P71'0&,q j COV,01T42AI 2) I I r ILO W.QLL SCle�67tUS I, ,—.BIJSE L;/�T 7 5 " 7 - S 7 E,4✓E S'T,ec/T Q0 14 i - 22 TYP I ,I I MFT,4c /def/L�E,�-- • 1 I ! i II I ! ��/ / 08- 002 004-0) E P� ���' DI�,P. -,�/,8 70, 7 cc�rrr�/,v O r,'r. �f/.7zz l.9l&/ z �4,e S7~ ,�M n,P .G4C.4 -10AI S SEE' NOTES) `� B4SE 4wollio y •� l(CI•��L �,�iCIEGµ ` 5i Levi SINGLE .SKIN WALL SYSTEM. I ,�J / REVISIONS BY DATE �( M r��j j� DRAWN [' CHECKED cp PAGE NC I j B� 4,k Z I CQRRECT�D 5C/QF� ��SC�lPT/� .�.8, STAR AR tlVl1AUVUFl/-�1CT Ull u��G CO, ��J C,�/�' CS6 PANEL _� 5 ... _6;IRT �� 2 REVISFo F�� Sof pft,¢T rS 3-LP- Issue o�cE I Of'T/[7.C/,QL �O, 1,017A7�/ (3) WITy Dpj/�.UqL MET,QC�P/B /LL�,� I , OKLAHOMA CITY , OKLAHOMA ` CONSTRUCTION 30,o / Oo02 I 3-20-84 DETAILS STA CURRENT ISSUE �E , I CEDARTOWN GEORGIA oRAwINu Nom. ' HOMER CITY, PENNSYLVANIA e u I Lp I N G S j r . a b c d e fg h k m n p s t u w z as ab ac ad ae of ag arm ak am an ap as at au aw ba bb bc- bd be bf bg bh bk bm bn op bs bt bu bw bz 2'-4 LAP 3'-4 LAP 4'--4 LAP A RAFTER It RAFTER I- RAFTER (t- RAFTER 1'-2 1'-2 2'-2 1 V-2 2'-2 2'-2 4" 1 1 LAP 1,W18 1 -18 2'-18 - T 1'-18 - 2'-18 2'-1B OPEN HOLE OPEN HOLE OPEN HOLE OPEN HOLE c (TYP I CAL) �- (TYPICAL) - -_ (TYPICAL) D '910 - --- - - - - - o o - - -•� - - - o 0 E - i URLIN PURLIN PURLIN PURLIN G PURLIN PURLIN \ PURLIN PURLIN RAFTER RAFTER RAFTER \ RAFTER FIELD NOTCH FLANGE FIELD NOTCH FLANGE BRACE AT BOLT IF BRACE AT BOLT IF \ REG1U I RED REQUIRED J '\-FLANGE BRACE (SEE CROSS �`-FLANGE BRACE (SEE CROSS FLANGE BRACE (SEE CROSS FLANGE BRACE (SEE CROSS �` O O SECTION FOR QUANTITY,MARKS) SECT(ON FOR QUANTITY, O O SECTION FOR QUANTITY, SECTION FOR QUANTITY, K O Q LOCATION AND PIECE MARKS;) LOCATION AND PIECE O LOCATION AND PIECE MARKS) LOCATION AND PIECE MARKS) L 4 dap N P R 213 v � U ❑ n° • � � � � � � �� �� � ��� � � ------__._ -'- W __ �. �-- ----- __----_._.- �.� STEEL NE RAFTER S END BAY FIRST INTERIOR BAY OTHER INTERIOR BAYS PUR I N LAP NT BAY-1NT BA PURL IN LAP 1 �_2 ONE L P L P BAY FIRST INTERIOR FRAME LAP i NTER I OR LAP INTERIOR LAP -j T - FIRST INTERIOR FRAME FIRST I NTER II OR FRAME 4" 2'-4 3'-4 4'--4 4" 2'-4 4'-4 4" 2'-4 4'-4 1 1 1 1 1 w 77-521 77-521 77-520 77-518 77-518 77-521 77--518 77-514 77-533 77-521 77-518 77-514 END BAY FIRST INTERIOR BAY OTHER INTERIOR BAYS FIRST INTERIOR BAY END) BAY _ O I 77-621 77-621 77-620 77-618 77-618 77-621 77-618 77-614 77-633 77-621 77-618 77-614 77-721 77-721 77-720 77-718 77-718 77-721 77-718 77-714 77-733 77-721 77-118 77-714 PURLIN RLXN Z 77---821 77-820 77-81 8 77-818 77-821 77-81 8 77-814 77-833 77--821 77-818 77-81 4 ` ' O 77-821 UT RAF 77-921 77-921 77-920 77--918 77-918 77-921 77-918 77-914 77-933 77-921 77-918 77-914 FLANGE BRACE (SEE CROSS SECTION FOR QUANTITY, O LOCATION AND PIECE MARKS) v - 0 ILS!-�)l N l[K 8 EAWE STRUT END BAY FIRST INTERIOR BAY 01-HER INTERIOR BAYS ROOF SLOPE 20' BAY 24' BAY 25' BAY ONE 1 /202 & 1 :1 2 04---404 04-402 04-401 BAY FIRST INTERIOR FRAME LAP INTERIOR LAP INTERIOR LAP 4" 2'-4 3'---4 4'-4 4" 2'-4 4'---4 '.#E 4" 2'-4 4'-4 L4:12 04-454 04-452 04-45 1 77-514 77-514 77-512 77-511 77-511 77-514 77--511 77-509 77-,510 77-514 77--511 77-509 77-614 77-614 77-612 77-611 77--611 77-614 77-611 77-609 77- 610 77-614 77-611 77-609 ENDWALL STEEL LINE 77-714 77-714 77-712 77-711 77-711 77-714 77-711 77-709 77`710 77-1 14 77-71 1 77-709 F A S C X(1 CHANNEL 77-814 77-814 77-812 77--81 1 77-811 77-814 77--81 1 77-809 77-1810 77--81 4 77-811 77-809 n — - - -- ROOF SLOPE 20' BAY 24' BAY 25' BABY 77-914 77-914 77-912 77-911 77-911 77-914 77-911 77-909 77-'910 77-914 77-911 77-909 NOTES 1 /2--12 & 1 :1 2 04w-503 04-502 04--50) 1 1 . IN SOME CASES, RIGID FRAMES REQUIRE FLANGE BRACES ON ONE SIDE OF RAFTER ONLY. 4:12 04-55=304-552 04-551 2. ALL ERECTION BOLTS ARE 1 /2" 0 x 1 1 /4" BOLTS. P � � � C7 11--1 I I n C I r\\ � 3. FOR THE NO�dSYMMETR I CAL LAP, EITHER PURLIN 2 q 101A7 ■ X IF= r LJ 11 lJ-ll 1111 UU u U r.�n v BE INSTALLED FIRST. . u 1p END BAY FIRST INTERIOR BAY OTHER INTERIOR BAYS n E W E R S E r n s (rte x np END RAFTER ONE lt�S U 1f1� L�, w ��J l� A [DEAN M Y F I RST I NTER I OR FRAME LAP I NTER I OR LAP I NTER I OR LAP 4'--n , AP AT F i RST INTERIOR L� OO j�11 lnJ ll N V D u u lr�J LL BA � 4" 2'-4 3'-4 4'-4 4" 2'--4 4'--4 4" 2'-4 4'-4 FRA�,lV TO A 2'-4 LAP AT THE ROOF SLOPE 20' BAY 24' BAY 25 BAY _ NEX * I r ITER I OR FRAME. - - 77-51 2 77-51 0 77-508 77-•509 77-51 2 77-51 0 77---508 1 /2:12 & 1 :12 04--508 04-507 04--5076 77-512 77-512 77-511 77 510 77 510 , 4:12 04--558 04--557 04-536 77-612 77-612 77-611 77-610 77-610 77-612 77--610 77-608 77--609 77-612 77-610 77--608 77-712 77-712 77-711 77-710 77-710 77-712 77-710 77-708 77---709 77--712 77-710 77-708 77--812 77-812 77-811 77-810 77-810 77-812 77--810 77-808 77--809 77-812 77--810 77---808 77-912 77-912 77-911 77-910 77--910 77-912 77-910 77-908 77--909 77-912 77--910 77-908 DRN BY DarE REVISIONS B DATE NOTES r� n V I SED FLANGE BRACE MT 1 -25-87 GMC 8-4-85 STh% R (�/,1 n (�(I�Fn CTU(fes�("per(� Coo p� URLXN rRRmim � 1G.01 .VRE GHK. F3Y C7AFE IMJ[i�1U\J [n1 �j tf'l1 i)V�J -- - --�- __ - "-balm, OKLAHOMA • GEORGIA PENNSYLVANIA ElLJI1 IOWA - CALIFORNIA SIDEw4LL. G/,eT—\ I p p P :, :f: :::: ::.':::••::r.: P� �o P ERVE STi�UT r�.:..::'::: '::::•: ' II ENOWRGG E G /,2 r I Ir 1 i 1 9/ W4GG - II - ' �VT I �' v� sT A .. :.. it /O,[/ rt I 1 ,UEEriv CL/P I I S �-� 0,5-050 it II sr�w.4� Cc�U�v •. �aG L/�ry '67X TE )e /0 i2 _MCOUI! T~E,0 FL USAI MDUit1TEI] �� � II Fo,11,VD,0riav E17 VE S 7"le U T ::.. '. r Yd /CAL it li M/�cl C O R AI ER FARM/N WIT11 1I S / D6 W4L L G 5106"Z-1- GIRT II R T �'Ca L UMit/ ��RME ENDYti/ L 1, 4 OP,.v F/pL ES 9/D6WA7LG MOW L CJ S �-1 ,M U'A T'E LJ C7 I 7-S — JA I h :> / .. ' h EW fti•: / /.27 f1 O G CG �. T C... L C AT/�IIUOUS T ,4P C /P L. ,•:•�.•_ I CG/P C) 05 . G/P E T N E S � S It 11 �. Cnc elm/-/ T�rP�C4&- CoAMAJUOUS tom. 1 SAW G;/RT RT 3=4 Z-4 1 CL IP ti . � II l•::';•`:•'..:. :: ::: .; :•::: .: 4 aPFCI f/4'7LES I FOU�(JDR7^/Q,V 05-05C� Dgq 1 • � NOTES: ..•K II 1 C'O,e.(1E2 C'CJG UM.0 .,.._.•.__ ::..'.::'•::•...:::_-. 1. Refer to pages in the sidewall and endwall sheeting cam: ,� sections for construction details showing the attach- t�� 11 :: s,/DEWRLL ment of the various wall panels. c� R c/�Y �. 2. Refer to pages )0-:)1' thru 1�7.��, =o r the various base FOUwv.4rT/��/ conditions such as base tube or base angle, etc. e , Yrl, A i 3. All sec � r. �' ,',�';{F�,. �C n r Gtr nix r da wi 9 1/ b0tm r (FOR -FL yf' ; ,l , s4. � r , •, slots ots mte�� b�x11' d051o i>" t _ L - '�2 F��/''�/ic✓ C�2 it/ FSG R/�//U W/TI-1 .5140E W L aRs� C�/P /N TE R I ©102•�M�' N W R L L © ` (2 ,DEQ 0J) EX TEp /0 )2 M O V AITED G IR IS R /�1 W/ T I-1 M ,5-,41f1 E A./[] UVR •L ,L. SINGLE SKIN WALL SYSTEM DRAWN CHECKED PAGE NO REVISIONS 8Y SATE C9G'0r7- f o ro 7 7- 0 �- - � STAR • MANUF ° C 1TU R0�� ®� SES c,�•�, �Sg SIDEWALL FRAMING ISSUE DATE OKLAHOMA CITY , OKLAHOMA -20-8DETAILS 1 -3 . 02 , 01 CEDARTOWN , GEORGIA A CURRENT ISSUE HOMER CITY, PENNSYLVANIA e v I LYON Pi a ® T—c/o -- -S e;, a b c d e f g h k m n p s t u w z as ab ac ad ae of ag ah ak am an ap as at au aw az ba bb be bd be - bf bg bh bk bm bn by bs bt bu bw bz A � ❑ U B DURA -- RIB STARSHIELD STAR THERM / DURA — RIB SSI c ROOF SCREW LAP SCREW CLIP SCREW LAP SCREW ROOF SCREW LAP, SCREW ROOF SCREW LAP SCREW Q 99- 286- 99-- 242 *L61 99-- 241 -- 99-- 287- 99- 297- <=NO 99-- 286- 99-- 286- 99- 242- E NO. 1 2- 14 X 1 1 /4 S.D. SCREW 1 /4- 14 X 3/4 S.D. SCREW 1 /4- 14 X 1 1 /2 S.D. SCREW NO. 12- 14 X 1 1 /4 S.D. SCREW NO. 12- 14 X 1 S.D. SCREW NO. 1 2- 14 X 1 1 /4 S.D. SCREW NO. 12- 14 X 1 1 /4 S.D. SCREW 1 /4- 14 X 3/4 S.D. SCREW W/WASHER W/WASHER NO WASHER STAINLESS CAP, W/WASHER NO WASHER W/WASHER W/WASHER W/WASHER THRU FASTENER H 99- 287 - 99-- 243- 99- 294-- 99--- 286- 99- 287-- 99- 287 - 99-- 243- NO. 12- 14 X 1 1 /4 S.D. SCREW 1 /4- 14 X 3/4 S.D. SCREW NO. 12-24 X 1 1 /4 S.D. SCREW NO. 12W- 14 X 1 1 /4 S.D. SCREW 99- 296 NO, 12- 14 X 1 1 /4 S.D. SCREW NO. 12-- 14 X 1 1 /4 S.D. SCREW 1 /4- 14 X 3/4 S.D. SCREW STAINLESS CAP,_ W/WASHER STAINLESS CAP, W/WASHER NO WASHER W/WASHER NO. 12- 14 X 4 S.D. SCREW STAINLESS CAP, W/WASHER STA I NLESS CAP, W/WASHER STAINLESS CAP, W/WASHER K W/WASHER 99- 310- 99- 310- 99-- 310- 99- 310- L 4 NO. 14 X 3/4 S.T. SCREW NO. 14 X 3/4 S.T. SCREW NO. 14 X 3/4 S.T. SCREW NO. 14 X 3/4 S.T. SCREW M W/WASHER W/WASHER W/WASHER N , P � u L LR S DURA RIB & STARMARK STARTHERM / STARMARK STARCFW LINER PARTITION WALL SCREW LAP SCREW WALL SCREW L I NER SCREW LAP SCREW PART I T I ON SCREW LAP SCREW T STARTHERM / STARWALL w 99- 281 - 99- 281 - AAkA WALL.. SCREW 99- 297-- 99- 281 - 99- 302--- � 99- 281 99- 302- x NO. 12- 14 X 7/8 S.D. SCREW NO. 12- 14 X 7/8 S.D. SCREW 99- 298- NO. 12- 14 X 1 S.D. SCREW NO. 12- 14 X 7/8 S.D. SCREW NO. 8-- 18 X 5/8 S.D. SCREW NO. 12- 14 X 7/8 S.D. SCREW NO, 8-- 18 X 5/8 S.D. SCREW NO WASHER NO WASHER NO WASHER NO WASHER NO WASHER NO WASHER NO WASHER Z NO. 12- 14 X 1 1 /2 S.D. SCREW D I APHRAGM ST I TCH 99- 288-- 99- 261 - NO WASHER 99-- 288- 99--- 281 -- 99- 288- 99-- 261 - <wD NO. 12- 14 X 1 1 /4 S.D. SCREW NO. 12-- 14 X 5/8 S.T. SCREW 99 281 - NO. 12- 14 X 1 1 /4 S.D. SCREW NO. 12--14 X 7/8 S.D. SCREM NO. 12- 14 X 1 1 /4 S.D. SCREW NO. 12- 14 X 5/8 S.T. SCREW NO WASHER NO WASHER NO WASHER NO WASHEIR NO WASHER NO WASHER NO. 12- 14 X 7/8 S.D. SCREW NO WASHER 99- 261 - 99- 244- 99-- 261 - 99- 261 - 99- 261 - 99- 281 - NO. 12- 14 X 5/8 S:T. SCREW NO. 1 /4- 14 X 3/4 S.D._ SCREW NO. 12- 14 X 5/8 S.T. SCREW NO. 1 2- 1 4 X 5/8 S.T. SCREVN NO. 12-- 14 X 5/8 S.T. SCREW NO. 12- 14 X 7/8 S.D. SCREW NO WASHER NO WASHER NO WASHER NO WASHEIR NO WASHER NO WASHER 99-- 244- 99- 244- NO, 1 /4- 14 X 3/4 S.D. SCREW NO. 1 /4- 14 X 3/4 S.D. SCREW X S C lr= L L A 0 NO WASHER NO WASHER H F= FACADE BACK PANEL . SOFFIT TRIM FASTENER STRUCTURAL. FACADE SCREW LAP SCREW BACK PANEL SCREW LAP SCREW SOFFIT SCREW LAP SCREW ALL PANEL SYSTEMS ALL PANEL. SYSTEMS - 99--- 281 - 99- 281 - 99- 302- AT TACHMENT OF RAKE ANGLES, 99-- 281 - 99 281 99 281 - 99- 281 SHEETING ANGLES, SAG ANGLES, NO. 12- 14 X 7/8 S.D. SCREW NO. 12- 14 X 7/8 S.D. SCREW NO. 12- 14 X 7/8 S.D. SCREW NO. 1 2- 1 4 X 7/8 S.D. SCREW NO. 12- 14 X 7/8 S.D. SCREW NO. 12- 14 X 7/8 S.D. SCREW NO. 8- 18 X 5/8 S.D. SCREW EAVE STR�l,l�w ��,}��+ '. ETC. NO WASHER NO WASHER NO WASHER NO WASHER NO WASHER NO WASHER NO WASHER ��.1 v Nv� 7r ,.,f �r� ..t I[ .� 4ssi• �ddyy � r, I' 99-- 261 - 99- 261 - 99- 261 -- 99--- 261 - 99- 261 - 99- 261 - 99- 300- NO. 12- 14 X 5/8 S.T. SCREW NO. 1 2- 1 4 X 5/8 S:T. SCREW NO. 12- 14 X 5/8 S.T. SCREW NO. 12- 14 X 5/8 S:T. SCREW NO. 12- 14 X 5/8 S.T. SCREW NO. 12- 14 X 5/8 S.T. SCREW 1 /8 D I AMETER POP R NO. 12- 14 X 7/8 S.D. SCREW NO WASHER NO WASHER NO WASHER NO WASHER NO WASHER NO WASHER NO WASHER 99- 244- 99 244 99-- 244- NO. 1 /4- 14 X 3/4 S.D. SCREW NO. 1 /4- 14 X 3/4 S.D. SCREW NO. 1 /4- 14 X 3/4 S.D. SCREW NO WASHER NO WASHER NO WASHER :§- ��► ^` REVISIONS BY DATE NOTES DRN. BY DATE A Du q9 � ��:K JRH 5- 14-86STAR MANUFACTUMNG GOo [FASTENER 70.04.02 2 ft�a a y �L1 5� CHK. BY DATE All tl LXCRTXGH OKLAHOMA • GEORGIA • PENNSYLVANIA CHART __ IOWA - CALIFORNIA G10T PTEA GIRD 40A , p) , 2 To 53 2 Ic �'`� 16A 5;241, (3 R-O) I I p I G/•'PT j�l G/RT le yo) I 2) 8 JAIr H1_ z i NrN�'8 RS0/ - - --- - -- r - - • /INGE 1A R�, L s ) gy lit CG/P ° J'l 1r _ i (CURB O�t/LY) i f�EADERi� '=� la .n y P This material is furnished with a /�/ I lr AQE1� 3-O) rimer finish. It must be field �T J S/JB �"BAME" - zz P� 0 panted. If the primer color is A4/E 5-1& < '-0) o° (PAR 3� I JAMS /lp.K3Slp � I O) G desiirable, suggest using a clear 83 �/7 (¢, 9 " acrylic or lacquer base paint. g38 (6 ' SUB FRAME" I F/ECD O�'/GL /� I _561115 FRAME B3" o g3- o J.4M8 I I fHDLEs' /N SUB -141,116 /1c-K35O I Fil'AME JAMB I S[/B F/2AME" �C CURB Drt1G Y) I I zEADER2 NEADE>Q Y pIR'q-r F jg14BTE�P .�., „_ � 1&-K 3SCv 83,- � ' ADAS 576-C 0 CC/P I CL/P 83 D5-a39 8S3T�S153 2CE N(NSRNANsMoEB/LN� 0o ((Sy5pv r9R�y3cN3r7NGE�P�A M[3TES 8ST�RSy���' (cNNRA�N3,�/�-�o�-) oti 8�y✓p3EAARST�S�3�N)r��QGOEvyc5ELU.g/B,D�GEFoI�yPRRs AT-MaE3"9 .1S�TADC.G�5�iI•C/�,PSGE•UA}BvPPsF'4FS,@PRLy'PL1AEEADMAGCOE�,/�(/GL/RC/(EF/ELD CU-7-"-�)`. ''I'' H� tio-s c--y—or3—)— 9 n 50 _)AA48so) l�- C3 576 1 JAMB rom1T _ yN�p /NTR/ o6/9 F lsI aiei,lIlI(iI IIh_ _14me (oM/ r G ) 83-53z) I. NEAD-TD-611TT EEOPr10Alq OPT/O14 CLIP 83 -532 CG/P o5- a 39 0 -5E-(f 7'/o/ / LC o CLIP 05-OSZ TTr F/.1rSNF0 CH'g1VA1EC 5,1L 4� 10 O) c DAp (¢ 35838352 (b'_0) S21 R-O) g3_ 522 (b - ,J41v20 l la-l[ 3 540 3 A/OM. L20OR w/DTy S/G L 0-C, T ,DE7r41 IL � rN�E aN (3; � TNR ' 3-0� 99_4/ ¢ -p) F� LD DR/LL r 4/O ( ' p) 411 ' O� 9 " h�DLES ¢.� PLUG BuTToRc/ S 2 E1�GE" OF CorvCRE7"E NDM/NAL OoDR 9-9- / (4, CO- 2 (6 /� 1V4?W1A1,0L 0000 yvioTH PG US �9_4/1 (&'_0) u G �9-4/ tic/ G/R'r (SEE p�-rAic) wrDT,�� -3 99 �Pl�' BAs C6)1F& DE7~L9/L_ p 2 / n/pM/-c/AL 2 �5-03 9 I I 5UB Fh�AME s//(/GL E S'/��/V WALL c�/P t,�iory IAMB �c� - �� 3 5,40 5U9 F.2AM� — I �DF�T/o�V,9L. _1101V5I /�-iC 35"Cc -IR, I GENERAL NOTES 1. All standard swing doors are furnished with mortise lock. Cylindrical -Ick -Id- locks are available upon request. 8 x Pi/SM5 STRIac_TuR,4L_ SCREyv -- _Ib 2. Standard double swing doors are furnished with an astragal bar and also SCRPElYS �S'FE ° N s 1 doors uponrequest head an foot bolts. NOTE 4) G/RT „ 2! 1Q6 P.Nc-4.0 (2)z CNo t' 43`t STA.,Q:� 3� wavailable for both double swing and single swing okleA/0•P�OLr�' T2 UG TL%f'RQL 1 J,9MB 6<107r 1s Y S'7,Q2) 4576C710A/ G 4. All screws for door frame assembly are included in Screw Pack 83-534. SC•�EyVS - 11 , HEAIJE,Q 5, Refer to Wall Accessory Section of your Erection Guide for additional 0 5"U8 FR,9ME' J,9M13 /(p-l13 SCo instructions for installing a swing door frame. JAr`7B 83-5/2 83-511 83-5-10 6. Refer to Drawing for door leaf and lock preparation details. /AMB �l 7. Refer to Drawing 53,54-for frame to singleJ�.. 1 stallation. o yEAlJ TD- G/RPJ� ,yC S"O N�, �� h W CG/P �� 8, Refer to Drawing 53.07f fry pa d"' pte p 'ns with IL h2 F/EGD L7,C�/LL _z. factory insulate ,waltl an tls��; ` � ...- ACCESS' Hoc.E /.V ,yEga- TD- G1R7' Cc/f' D[JTS/DQE" SURF'9CE 9. Refer �,p 'D r for;pan�c=, E.:�c w' nd ', 1i ' ion S/R�/GG E Sw/iyG sw�,t/G oyT M O.1/LY detail DE7A/L- .4 S'EC'T_101(J �- 83-5/2 yE,gD Fool 10. Refer to a' rig 5 1 r 10 er, astragal bar, head and foot bolt B d e t a i 1 s 11. All erection bolts are 1/2: 0 x 1-1/4". � NRso JAMB EAT,yPS'�R/ ' SC��DUL E AST1?AGAL gq,Q--�� wA�c. R�Ait/E L � „ � (/) 83-5 35a -3070) AST,PAG.�4G pC ATE' PLUG B v 7To,t/ �8 x S PHSMS ° S/C L �/Z 47 Y. PAT A' lVa G G 7.�,l. (/) 83-536 (40 7D �- / = D.C• (-R4 'AGE'.D /A/ s-cR�ws �sEE- cyA,uv�� .3 '93- 5,36- 3'0 (2) 93-53.5- (6070 IV07 E- 4) 3D 70 040HL Sl�i�/Na - S'?�l//it/G OCA7- - S1WIIV6 DOOR 01,4GRAAl � 4070 g3--535--� 5-1 X11 r - 3 83- 5-36 4 REVISIONS 6Y DATE DRAWN CHECKED PAGE NO 1c-1,6Z 17 .BERc%D TAQ IAI B�n11? I_1A1F 4- 83- 53S 3'-a , %��r- F� r TAR R 11V11 A��J U FAC lJ U USS t1 ll�J G G O o L E-' c,��" 6 070 � ` -^ -�-` y ,,.:�:� � , � . C'S STANDARD SWING 9011 7o CZ0SE GAR 2 83- 536 4=O 83-536 ISSUE DATE 53 . 02 , 01 OKLAHOMA CITY , OKLAHOMA *�-20-8 �1DGGR FRAMING CEDARTOWN , GEORGIA sTA� DRAWING NO ''! DETAILS CURRENT ISSUE HOMER CITY, PENNSYLVANIA a uk**D\\ NG s _ _ iNSUC-AT/o�../ 57� UC T[/2 AG SC,eEx/S .S 7-T OC-TL 11e.4 L sc'2Eurs ST,�UG TU,�/d S['PFK/ _C r UG�' fd i. SG2E/ /5 ( Qc. C� /= lv o•c• NALG P/I�/EL '" JAMB JAMB�� ��,4wlg JAMB� I c/SUL /VSUL. 7-149, A/.4L C SC,e?�"UlS .Q r I �• � •, : -.. • .• ;- - ,, • , ••. _-.,.• - - -. - . . I PA,uEL @ I I• • - '•_ ' . .•-. _ --•-o• --_•/-/. _ - • •.-• ••- - : _ -: .. - -- - - . ..' . . : . • .• - _ :_ ". - ',•' i I : •- '.' .--,--5:.:,: - W�,4.L: L,' P 4. .•UEL- CCour/,vIJGvS BEAD of/ �I AcG'H/SPNTE .9D FL ASm'�h ' TD G/4T v�T,41 7,FI @ /GTS/ULUC/6 F!/CL LE 47 G11 w4L PU(!EL WALL �3vx'E4 @ Orr W141-4 PAuEL /ELD C&7 ' D'// F.PIJM M.4JO.P .e/B o=5 .��oM n�•Q✓ve 2iB � ,, �SE�' SC,�,�E•ov�E� LV/D TN IN/D T/-/ j k (Nor R y S A R) ,yEADE.e 4 ,e/Be a .e8 PrB Q � O 4 Za W7Z 2 .P E LOC,gT�� @ /�A�lD�2 �P/� �✓•Q �� __ ,4��o DST A Z - s 7,evc 7'UiC A& seeEws ST,e uG-r'L/C'��. sceE�,t-s s seeE S �p Af6 a•c. �p/' G cvc. � 6 C7 /- 6 d•c• JA�7� J.4NIrB J,9r�B JIJN/8 I-�E�o FCAS'N I � • S//L AT/O,(/ /,USC/GA T/©�c/ %us�rL_ATro,� C�/EDUG E i /i(!Sl/LAT/OrV DOo,e Pwer La67y (j 107TH AU , - _ L - 3 o 4D6 3�s s C411- . .. _ - S LACE ,�,vE� - 410 - F/ELL' C411- 729s z r - Br�to ./,UrYIB Te 5 WALL q,(/EL— �/E4CJ CU_7' @ WDLG P.Q,�/EL WALL P.ovEG P �•it/D /�(! P,4,UEG —t' � O=S I F/EGD L'UT O,4,uEG C p�S B VOM/vAG OGr�,e / O 1AV110-r1-1 E16 �,B ,2/B ,e/B• .2iB GENERAL NOTES 1, Refer to Wall Accessory Section of your Erection Guide for additional instructions for installing doors and flashing. 02 for door frame details. � D 2. Refer to rawing53- 3. Refer to Drawing 53.0-3 -for door leaf and lock preparation details. NOTE 4. Refer to Drawing 53:07for frame and adapter installation wit factory insulated wall panels. IF SCREWS ARE NOT INSTALLED AT JAMB, SECURITY AND WEATHERTIGHTNESS OF DOOR WILL BE LOST. 5. Refer to Drawing53.o5 for panic device and mullion installation details. 3 JAMS 6. -_ Refer to Drawing 53.Q 'D for closer, astragal bar, head and foot bolt 2 q_ NOMrNIAL oPENl h!G ivStrcgT1,VAZ 7,2/M STEEL L/�f/E — S'TEE'L C/�/E `� - details. / 4� HEA, 1) FLASH //-328 (E/ Z9 T,,�/ROA17)- # 3 I (SEE GCKEoU � � ST� [�G7veAC. sre�w� 4Sc��'W /= l•VS[�CAT/O�/-- ry,�ES'.�/DLO /DX SCPEK/ T//�ES.yOL� - -o x 4 ScP�lf/ - - ,* EAoErz 9/LL 011101( 6-L 7 f f y F' .a =.c 3. K• ,� r� fiiai ? �� ---G,Y lrt/ D ��/EL D `' �..!/A !�?8 � /� ,'� t�� ` •+ rafy ��,, �� M �- cx� syvr u�-o�vr wITW WfifH y E A C) FLASH ,DETAIL o P 7-iouA� swrnr., o�T tNrry_ T ,�,�7z'y FLIASf--! LENGTH = Not-?)NAL OPEtJ1NG -t- 5� 3149 �� J41L!5 51 L& q SINGLE SKIN WALL SYSTEM PAGE NO DRAWN CHECKED OAr� PIS R�V1 S��t'�'EC7�1j C� I � -SC.eEln � 0-a, STAR VANU AC URNk(3 00, ISSUE DATE STANDARD SWING DOO53 , 04 * o2 © dAt-les =G to-<?-8(P FRAME TO PANEL 2 RFMo�Eo VAPOR spa AT OKLAHOMA CITY , OKLAHOMA 3-20-84 -- --- CEDARTOWN , GEORGIA sTA IN nndvING No INSTALLATION CURRENT ISSUE - ^ HOMER CITY, PENNSYLVANIA a U i L D I N G G /0 -!Z~ �Cv -�N o M 41/C//D2 BoL r �.E34SE A.[/�E o8-G�J2 BASE A,UGLE' ae-002 BASE D cu CW CGV-vii'I.0 riE�D�loea�aFF� (4? 3'-C---) 00 N `� ,2 42 ,BASE p�t1C.y4,2 6 EAJD WA L L COL 11M A! DE TA 11_ CORAIER BASE DET IL W/FL use MOUAITED C71RTS �4SE 'OvgzE 08-�� CU (S/L CPVWW A UCN0,2 Bd4 r ' 8,45'E ANGCE OB-002 f%�'L L� CVS IE•UDGVAL G cv FOI�UGl9T/op BASE A,uC.vO� 3. c BSE ,4,vGLE DB-a'e FrF1 d C'UT [J �1,4MB CORIVER BASE DE7-AIL B,4SE I»"T,9/L C� F,�.giyl�D 4f'c`�C//AUG W/ EXT ERIOR MOUAI T4"D GiRTS SWivC7 DOO,e JgA26 - � 3 =p o•C. l� F/ELD CUT CS�17EW�UUI.L� �.,,.�r'- —BASE.U,C/G�CE UB DU2 .�— FjELO C[17,�F JPA'18 7. 104De_ GENERAL NOTES BASE A1/61-E 4B3-00? 1. The base angle is an optional base condition that does not have 41 to be "cast-in-place". BASE,C�.fll L E 08-G�2 CD�UP OFFS U�/DE,e 2. Base angle is supplied in I0'-0 lengths and all modifications, such as cutting at columns or openings, are to be handled in the COQ.[/Ee CDLUM,U BASE C'L/O field. CORAIER BASE DETAIL - 3. A concrete notch is optionalwith base angle. If optional notch WPOST BEAM EAIDyV,4LL is used, add 3" to Star Manufacturing Company's nominal building �— length and width. ( Refer to appropriate anchor bolt layout. ) NOTE: (If Power Drivein Fasteners are Used) NOTE: Base trim must be used, with or wi h A a tch, to separate 3 the panel from the concre�, P PAtp. N , IS NOT VALID Power driven fasteners may be used for the WHEN THE PANEL TO CHS ' �• .n 2 attachment of base member to concrete in '�" , F. cturin lieu of 1/2" anchor bolts under the 4. Bases c 0 1pg, To Leger, allP-VQt f dish �� by � ';a 9 r. ,. BASE n,c/CNOP e ; following conditions: Conran 1 . Fasteners are spat:ed a maximum of 3'-0h, � apart. R, 2. Minimum 2500 psi c:oncrete is used. }�`r O 3. Star base angle material is used. 4. Concrete is not cracked and spalling does not occur at the fastener. 5. A HILTI NK-DX seriies fastener, or equal , .j��(�� � penetrating a miniimum of 1 " into the CROSS SECTIOAJ concrete is ins tali 1 ed. 7 6. Local codes do Hatt exclude their use, D&E�_k7/4 'TAF'V'4)Fk ILev GI PAGE NO DATE - DRAWN CHECKED STQM w ANUFAC TU'RH WIG GO ess BASE ANGLE 10 . 0 , 00ISSUE DATE 2 OKLAHOMA CITY , OKLAHOMA 3-20-84 INSTALLATION CEDARTOWN , GEORGIA ,TAP, DRAWING NO DETAILS CURRENT ISSUE _ HOMER CITY , PENNSYLVANIA A u 01A1 N G S TSI RSfA L SEAL LAS SCREW ROOF PANEL LAP-- ANEL--\ _ I ROOF PA/VEL RooF SIRE w---- -STAR-SE,gL SIDELAP DETAIL sEA�4N r =-=- PURL I&I-� f1VDL4PZ?ET141L Lap ° Q c To p B Mq� @ APs w -� ° PEA �R � _ 8 5 s ; , To i,_0 K �o- C� A R 51 p � -� b L n - �. 8 x-4,0 �.6 4 o. 0 o. P G f / I ' TYPI, "SP of L,4p GR Z (EX`TEND TO f'D/NT / \e EYonVo E,41/E STRUT 5 9 ,--ROOF I CE� ,� � STARSEAL PA N5L A Ar PA SEALANT EA VE s TRU T (7� ASL (MUST' Sin / Q P i-A UILL xn fir. r� is ROOF pAA1 �- o� LAI PI& TAIL (Z)1 `\ 5T T P� 51,0f 1141PO A 0 r ' UNDERWRITERS LABORATORIES CLASSIFIED vv V 1' 3o FOR WIND UPLIFT RESISTANCE ONLY DVRA- RIB ROOF pAiVE'L P ( 1 Leim __________.�_�_.._� _ � �- ____________ ,,RnwN �- PAGE r�o DETAIL. A r __ - �- ,4STAROOF -� f�Do not fasten endlap of �F pisN' _Y _ _ _ _ 3y �_ �A3�l \! Panel " do I Panel 11 ,� �C E- 11,10 .� FOUR Y ,� IL . � � � � *�� `' ' � ° : � it '� �1 : � ��)has been Insfalted under r�'�/ AL 4L c- r � .I�J�'4P5 MIA �.�.A P PE T4 - i✓;� f :��kn W e s Q Panel B I j oke aHa1nA CITY , OKLAHOMA _ COAISTRUCT10111 1 CE.DART OWN , GEORGIA �.._ ��� A_��__. ua,�vi• ro ma ssv� Q -Y u �TA.'� 6 - r ► E1 HOMER CI-T'( , PENNSYLV.ANIA � � �;u\� v � `• p a b c d e f g h k m n s t u w z as ab ac ad ae of ag ah ak am an ap as at alp aW a2 ba bb be :.gid be bf bg bh bk bm bn by b5 bt bu bW bz END RAFTER RE I NF. CHANNEL 1:12 25-302 HYPE ❑ ❑�( D�Q❑❑f❑ COLU11 11MMAF 101 REIINF. CHANNEL 1:12 25-304 TYPE f� o r 2:12 25-306 B LEFT SIDE OF ENDWALL R I GHT S II DE OF ENDWALL GIRT 2:12 25-301 \,4:12 25�-3v8 1:1 P- 25-303 SLOPE PEAK RIGHT GHT SLOPE R I GHT CORNER 1 LEFT CORNER LEFT21 � 2s-3a5 4:1 2 25-307c -t A B C D E F G H 1 .1 a 25-621 2:12 BOTH SIDES 1 o • 25-621 1:1 2 BOTH SIDES t Q 2:12 25-501 25-501 25-550 25-550 25-550 25--550 25--550 25--550 25--501 25--501 25-623 2=12 LEFT SIDE t A r r� E 1 :12 25--503 25--503 25-550 25--550 25-550 25-550 25-550 25-550 25-503 25-503 0 25-624 2:12 RIGHT SIDE PURLIN STRUT 1 25-627 4:12 LEFT SIDE �. 2:12 25-505 25-506 25-542 25-540 25-542 25-543 25-541 25--543 25-508 25--507 25-628 4:12 RIGHT SIDE � rr 4:1 2 25--509 25-510 25-591 25-589 25--591 25-592 25-590 25-592 25- 51 2 �- ] TYPICALCONNECTYP SUSPENDED GIRT AT POST & BEAM ENDWALL H K LEFT SIDE OF ENDWALL RIGHT SIDE OF ENDWALL e RE I NF. CHANNEL LEFT CORNER LEFT SLOPE PEAK RIGHT SLOPE RIGHT CORNER e (8) 20 X 14 L. - A B C D E F G H I 3 BOLTS - M 2:12 25501 25501 25-521 25-522 25-521 25-522 25521 25-522 25-501 25---501 RE I NF. CHANNEL �0 1 :12 25-503 25-503 25-528 25-530 25---528 25--529 25-531 25--529 25--503 25-503 - 2:12 17--218 2:12 25-505 25--506 25-532 25-534 25-532 25-533 25--535 25-533 25-508 25-507 t 12 17-115 P TYPICAL TYPE ❑2 212 17--529 F4:12 25--509 25-510 25-581 25-583 25-581 25582 25-584 25--582 25-512 25-511 CONNECTION 4=12 17--132 m R g S E-� I.–F p 0 m T C-- �---D �H e RE I NF. CHANNEL 1:12 17-217 1 :12 17-217 2=12 17-528 - x 4,12 17--131 z g SAVE STRUT-\ b EAVE STRUT CLIP EAVE STRUT CLIP 2:12 05-028 ® Q_ 1:12 05--028 END RAFTER 2:12 05-028 �9 4=12 05--036(TH I S S;I DE) 101 DETAIL AT EAVE STRUT 4,12 05-037(OPP. S I I DE) 4 I ► Q o I I I I � I GIRT CLIP I i 05-039 TYP I CAL �® i I a � TYPE ❑ CONNECT ION REVERSE FASCIA o I CHANNEL of r ; s w I� 3 r z In CLIP 05--088 2:12 & 1:12 (THUS) 05-'087 1 :12 a 1 :12 (REV.) 05-076 2:12 (THUS) ENDRAFTER I 075- 2:12 (REV.) EV.) 05 ', ❑ ❑ ` �f 05-078 4:12 (THUS) ENDRAFTER CLIP 05.077 4=12 (REV.) ,. "A' THIS CORNER I GIRT CLIP 075-112 GIRT CLIP Lm NOTEALL CONNECT I ONS s ' "J OPP. CORNER 05-039 .~ 1 --� - 10 X t 1 BC7LTS CORNER COLUMN SHEETING CIL I P 05-050 0 2 4 (2) BASE CLIPS 05-082 UNLESS NOSED TYPICAL AT CHANNEL COLUMNS SINGLE SLOPE BUILDING HIGH SIDE CORNER DETAIL TYPE ❑ CONNECT ION 1 ` DRN BY DA'1 F. REVISIONS BY DIATE NOTES 11 .01 .01 1 ADDED DETAILS WH criK BY aa,lI STARR MAN URCTUrLPIUNG ('�D"(Do POST AND DEAN ENDWALL _. _ __ �� ❑ – .. _ OKLAHOMA GEORGiA PENNSYLVANIA Ei L 1 I L. n� --- — 9-22--85 Y, 1 r , ABEL STARSEAL SEALANT LAP 'SCKC!-JS f P eRooF oNly G0 .21-0 0. 4cP� �o . (� ROOF OR ROOF LTP DR WALL LTP f W.4L L PANEL NOTE E T LA� P G DO AIOT WALK OA/ 7' 1Q& LTP .45 17' /5 S /" Q R E (JOT DES/GkJ 6'D TO SUPPORT A . P � � P � �R PE1450 .S/DEL,4P OETA/L U N A E Lp► P ...... FOV 0.6, oG'� @ _ RDDF /QANEL .. .. •G, L ROOD LT p ; 0 ' - 1 -rCfr'E 'qR-SEA /✓ L .SEA 7 LA L NT E �s - - 5 s-o. c. A t✓ P s 0 .SEAL AN LAP G2n W5 R ST,�I/Q.SEAL � UR F L , 1 0 v� /N O 0 @ROOF ONLY @ .? -O . C. R R G � S A P - F V o L A o D 5� R ROOF LTP OR ROOF OR WALL PANEL R � � P ENOL X71 P oETA /L yT yA 41ALL LTP EP . URI. ,SUPPORT zxEE �Z F. L 5 , - . ,Z EP s/DELAP DEMIL Rao Z( io,�) ifA of �4 � a8� Z� pP L JMRJEAL SEALANT LAP SCP_CWS REFER TO ROOF ONLY .2`0 D. C. �l ROOD"LTP OR WAL I- LTP ROOF LTP OR kV41_L LTP A�I'�AP ROOF PANEL CAULK P D� SUPRaRT .SEE ROOF /ICTAL L A7/4/1/ L II EAXE Ti4/M R 41ALL SCRE1✓S @ A I `Il GENERAL NOTES SURPOR T 1 . The roof LTP is available in sizes to span a 5'-0 nominal opening ZEE /i sso between two roof purlins ora 10' -0 nominal opening spanning three roof purlins. m FIELD TR/M {✓ALL LTP a ZA' ,Q.s frEQU/REQ 2. The wall LTP is available to span a nominal 6' -0 girt opening with a minimum of field trimming. Caution should be taken when locating � ® LTP in the wall as a special length LTP or relocation of standard NOTE I I gi its may be required. ° DD NOT LEAN LADDER ) 3. Roof LTP and wall LTP are available in uniform white with 25% heat AGA/NST WALL 1.TP FOR WALL Li P transmission and 55% light transmission. m T A AMA GE SUPPOR S D above and below the LTP are factor cut to length. Refer to G' D JUR A Y 4. Panels a Y 9 s R AND R /N Y M G D• -?CREWS @ o,o WALL standard url in s acin drawings on Pages 3 Sthrough 30- �o for RESUL r p p g �- ,•5 5`7`5" O. C. o. col for 1 : 12• and 3c�. � a for 1/2:12; 3 A , dlengthof the LTP. d location and required N� � 4:12 buildings for standar o q I I � 5. Caution--When installing the LTP, walk •only on the purlins; not on VM .� the LTP. r the LTP 1a detail on Pae 9. 3 for �a j7j sr, lc iti ;. /J 6. Refer to e p g p ., TR that may exist when using standard LTP ,sp e;i"ngJO .ts. ° WAL L RANEL ` p,A sECTioiv A A 1�5i DURA -RIB PANEL REVISIONS BY DATE DRAWN. PAGE NQ STAR MANUFAC TURNG (COOsE'`'' L191-IT ARWISMITTIA16 59. 02 . 01 cr+►cn. OKLAHOMA CITY , OKLAHOMA .4. H p p F CEDARTOWN , GEORGIA sTA� =77.7.7 NO. • "A&L (Lr• )DW Tg1L5 ISSUED. �/DEAOZ L /N.S7A- ZZAT/ON HOMER CITY, PENNSYLVANIA B u z 7- n 7 N G s — --�j� 1 _ — PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL 8 9 6 7 S 7 9 II 4 6 s 4 6 5 6 6 5 9 6 5 9 6 9 PANEL PANEL PANEL �. 2 ::.:....:.. e 3 :? II TJ 2 LTP LTP LTP LTP ` LTP LTP LTP LTP LTP PAANEL PANEL PANEL PANEL PANEL PANEL I 5 8 PANEL PANEL PANEL .., - - 5 - - -- - - - I - 8 - - - -- - ,: . 10 7 3 4 0,3 3 10 � 4 3 ro 4 PANEL PANEL 2 2 PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL 1 2 4 7 1 2 4 6 10 2 3 2 3 PANEL LAYOUT WITH LTP PANEL LA�►YOUT WITH LTP PANEL LAYOUT WITH LTP PANEL LAYOUT WITH 2 LIPS PANEL LAYOUT WITH 2 LIPS PANEL LAYOUT WITH 2 LTPS PANEL ENDLAPS AT THE BOTTOM SIDE BY SIDE SIDE B1Y SIDE SIDE BY SIDE PANEL ENDLAPS AT THE TOP OF LTP NJ0 PANEL ENDLAPS OF LTP PANEL ENDLAPS AT THE BOTTOM OF LTP NO PANEL ENDLAPS PANEL ENDLAPS AT THE TOP OF LTP L 5 ALONG PANEec,(p RE'�5 PANEL s ROOEV�S OF LANT ROOFLp,P OF 5G 6 ROOF RES 1 ALANF�. 5GR ANTS '_` RGREW5 PANEL 5EA pNEL NEL R0 5G � 5E P 0 SEAL OF 5 oOF SEAL OF P OF PA �5 �h AN LAr RSEA EAI- ,AL ELAr R STAR LAP RO SGRE SGT- 5EAL OF P,�Q 5T�NG 510 51T AR Slp E RON SIDE L jx 00� RSEpDELAP ANEL pLLOEL SING 5T A G S P PAA NT LT p N T � A ALO I , T ALANIT.TP. E ANT T ` SEpP OF PA � PLA 5 Np 5 Np of g 5EAL LAP L, 56 I ' E`ALA d I RSEAEN PLA L 5E OS TE E R END of 1 5 0 L 1 TA 5 PANE I AL AGR L Ex AST ANT I . LTP 1J, 0- AP 6 . ENp EN,D ANE 5 O5 F I R5E LN ANE P EAL F E: GR EL EL .I T T P �''� ; : AGR 1 ROO � STA E R F P 6 L 5 Ap 0 AP 51D PAN 1 1 EX pA5 ROOF T SING APO L RSEAIDEL �: ..: 0 ROOF : ::: .. P AN L TA 5 :,:- " AN T L D PANE 5 G .F: P L R _ 0 A L :..... 5EAL N R T • E R T ... . A 5 F L P E G P ......• F N P 5 A .. , NOL, E - N L Ep AN RT :. .. ..: :. ANE AL 5 L AP L1 p UPPO T :.: y F P R5E END of 5 _g5O LAN Np EE Roo STA055 pELAP I 1 5E�p ALTP. .......•. .. ORT pL�AN�D T ZEE AG N 51 pR5EAEND P OF SOP 5O LT P LSE AR' AND P PP00 p ST R0551pELA 11.5 EL R5EA END P IOF ��;. 5 DETAIL I L 5 405 PAN 5TA551p1LA DETAIL 6 DOWN DETAIL 9 ROOF NT 'FO 5 T EALA AND D0 LAN LTP of 5 EAL BOLA pF DETAIL 2 ALON AL SEpP OF R°REv� 5TAR 55 FLAP DETAIL I NG ANI TARSESIDEL SGRE LAN LTP' TP AGR N 5'D ALO Ey�S L 5E ANEL 5 5LONG LAP 5Ep OF L DOVE L ANT 5GR Ep F P REFI p EAL LAP ANE 6 E�yS EAL AP TARS P 0 LT P SG TrARS 510 P 5GR 5EAL F LTP '� SIDELA �P SONG Tp TAR P c0 5 A tit L LANT 5 5 LA Ep O5 E - R L 5 I D G 5 E L A -.: N L . ... .. LTre _ P L - 1 . 5 O N OF T p T E R � 5 I F • I G L 0 ANT NT 51N AP `�. L p f 5 i A pL EA AN pA AL S5 N L 5 r E E Nps 6 _6 SEALNDLF `y NT 6 1 SINGE 1 EpIL 5 pG EL F PAN 55 ��E AN OF 1 STAR 55 EPO ► ALA 1 NT OF :.. 1 TAR5 MON PAN ROO GR0 P E A 0 A E LA P 5 E A A L D L A - � F I P N i y R E 5 A L I GL D T L E E pG ID p P. 1 5E D IN p N pE 5 � A I 5 N N T T S A L PA5 L I OP EL E�TEor L NT EL 5EAL55 E NT ENOL ANE E 'L 5 pPNE PAN '' g END SEALAAND F PAN 1 STARAGRO SEALAAND SOF Pxr ;P� QO �. L AP 0 N P R „�. . ,R p TP ;� RSEAENDLP RO R ANEL RSEAENDL ` `' ToL ' L r , ,. STA055 PEEP EL P 5T A055 AP A �> ANEL IAGR N 51 L PAN AGR aI ANE 10 E F P o N OOF I ppb p,N L F `�.RO OF P R OF P RO ORT T P AoF 51.5- CEA, I L I 5w '0 DETA �' O JOEL ZEE pNE NEL J TA 5 L T P P A RT �(,r SLONGL F. PANE PPOo ROOF OOF LANTD IJPPo 0 AANE 00F. 0 5U yy R 5Ep AN 5 ,55 P DETAIL 3 ' I SEALNpAAPOF 1 ' DETAIL 8 DETAIL 5TA o551OELAP GP DETAIL 7 0 NOTE : PANEL151 Lu C-) DURA- RIB PANEL DO NOT WALK ON THE LTP AS REVISIONS 6Y DATE DRAWN PAGE NQ IT IS NOT DESIGNED TO SUPPORT / Co kCG7 U SC�'�l-1 pESCRIf' v� d.a. .��196 STAR �rt/1ANUFAI�C�TMG��NG 00. L.H. A PERSON . CHKb. LIGHT TRANSMITTING �C>' , � 3 o 11 OKLAHOMA CITY OKLAHOMA L.R. PANEL LTP LAP ` CEDARTOWN GEORGIA STAR ISSUED ' DRAWING N0. HOMER CITY , PENNSYLVANIA a u u D I N G S DETAILS 6 - 1 - 86 i� Ll gg rW ' CSF. SETA/G 1; /lL../ P/1,UEL A ��G �� NOMINAL OPEN1h1G, �� �� STA,eT.N1E,eM ' u/A�.0 .,SC',�EWS P F/EL.�7 ��Z- � P,e�p,�/LL •�14G ES ' 1�/.4CC �.4.�EL NZ FlLrDO•[F/lLEA�SH � _� ���_ - . - y��`� ������ TQ.eu%in�@.�4,cSrvEFe'.,lt�1>1E/E,�-`�C1WS 0 A@e•LCL .E4AewcW.0A(/S ATTAC,11-164O FZ45,y FWZ7414P SPAC/NF W/TN T2/M F,4ST�iVE,09 E,vD UD A,VD Ar N r �(TOTAL 26,41671-/ /S TC &5 � 7-11Wv 4/OM/ VDC LEALGT.v0 C;4UL,� 4- !/-K434 �GEG C7.V�,y EAD AZA.914 ,LAP DEMIL CAl� FGA H SPCl ` ,t, �7,41L N SEC7~lD� T1101 ���4DER ,core Dueg-,ei8 A A� � (�DR. STA,eTNEie�:-57� R:7j��IWe� FAL ��p� J,4MB APn� S P T.e�h�I FASTE,vE,�S --•--, r ; '' ...•': -:�•�.�� 7,Z�//✓J F.ASTE @ 2'�7 c�•C• `7 JAMB '�'`'• C� Z=O o c c1 rLID ' 1 2,D d��, _ I �• :a: ai !l--XCo30 �. -- S�ugO- K 3 7 pM -I� �i�GQ CUr AS leEQ4 1 X02 of llll "' �0� O��.t!/•U(� K//IJTf/ MAJo� ,�'/B F/QLD Cl/T�.Q,UEL� app ! , /� 01T• _� @ w O a.C• E,U/,G' Lt//OT7a -141$-0 F%4Sh/ OPICWIX16 WlInTv �qPP/y ,&g f1 V� Of ��lA/.)41 >n _cZ ASA/ Z VP Dpi.AIL f UTr TO[�"ETf/E,e' �,A//!,yi Gv /�s �Q6O /�E,QID F L.�l S H CAP --- �---•- T R!I`7 F4 5 T Fti!E R s 1AK43ILAS/� 3TMA0.,4oW Fae DURA -�/�S� CAP, /i-/� 37� Arp�� 14 S l2- K&74 2 ' 0 ca. c. l'L3 F©,� �eJyl,4�e,� aPE�''� D6T-4/L 1' �/D ,C',o J /�l� �' ,Q �,Q.9- ! 7q,�/DA,�'D J,�1 cJq�� FD/2 .STLI�Tl TA A - Ra oe le1o� (V l E wl FRom 1i41SrD� ) DPz7U/x1lG( CEUT62L/� E M,JJDP.e/B) - . - SNA, /UFLA,S,�/ a 4 d i w F/EL D c T 5 AlAP A LAP V67..QlL a4 ,UE,4D F.ASf./ U10449 0 Ok7 4e t) r T2iM e PA1/Ej IZZ& WALL SceE /s F/EL D 0117- CeIT AS R6P;9 - / Ta2iM `ASTE�Ees IrlcZ0 C117- 2 JAMB FLAS /< 74- FLAS �r '�1 � i 2 - � /C��74 L A a�. 7 10114 icWq7,6V6k5 6i? OST 1z �/ p "WrE (CD fore vpq1B Al 4OZ 71 T JAMS SL '_ LT�I4'�•/AT[r J/7i1/lB . R �PF;[ 1 ,� a , I / ..l C� o C-,Uy�T6WTC�X1T�R4l�6 M.AjoP,e/B(iyoT C CEilTEEL/ � � A/QP SIB) - -- �= /F H_E'/dy FL ASf-! nlZ aA/''/F3....lc-4.45!-� �/aF3R/ CraT/ON LENGr/-/5 Tw./R J ��cEs OF �Q�� LL��167'N WrL L F3,5 To BE FtELrr SPL lcE D A5 CU"I T/�C/C D1,46 2`4M.� ��P �D 51J. loll STWlo?7�45ZW P4XA51- f4EA0 FLAS (4 LENGTH = NOMINAL -t- 5 PAGE NO DRAWN CHECKED REVISIONS 6Y bATE l�EMOVE'D SEALANJr. F-Rot.I JA h1t�s Zoe, /©-/o•�34� STAR(1--�1i1 \1 M � NNUF CTU ONO; Go. �� -g c2�'1 � FRAMED OPENING z r��v/sEn c.ASM P,�r�r ���RKs S�uE DATE FLASH DETAILS 54,004. 02 OKLAHOMA CITY , OKLAHOMA 3-20-84 CEDARTOWN , Gi�ORGIA 3T�� DRAWING NO CURRENT Issue HOMER CITY , PENNSYLVANIA B u I L N G S 4 -z4--,2,b ti _ l 'L.D Z2A0_/L1_ �- / " i� ,2k /, — - ® NEADE.e CL/f i ; (2/_/p(2/_/p/p 05-08/ i f-/EADE)e CL//0 i I rJ LeE/,t/FQ2C/,v4 C//.ot/,uEL 72al x - - - - - -r-' �� - - _' — =�` I ,Q S .e�VvzeED = - LLIA /,/EADE,� i JIaMB NEADE,e i - .JAMB �LAS4 �pMB 64127 54 k16 97RZ17 I � I EA vE JAMz,F •,5' No reinforcement required at 0' thru 15t-0 bay space at any, girt elevation. 16 - 010 No reinforcement required at 15'-1 thru 21'-0 bay space up 9'-¢ ¢ G;eT thr-, and including 13'-4 3/4 girt. 8x1C.056 reinforcement required at 15'-1 thru 21'-0 bar space /2Ti - /C l at girt elevation, greater than 13'-4 3/4. 4 1 sf � _ �/ / 8x30.074 reinforcement at 21' -1 thru 27' --0 bay space at any �— ,IAMB ---- - 1 Gil r _ .. girt elevation. , /�'-o - --- ---- ---- I /( - p/� All of the above conditions satisfy 25# wind load requirements. 7" W J- g0Z,5_G /5�4��GI,o_7- /�� 2��' Any heavier loading or bay spacing other than those listed -- _ _ __ _ 2n D I - __� R - above will require an engineering review. /9 4 J,0/,e T PV1 Ca vE2. GO The reinforcing channels stop approximately 2'-0 from each end __ of the bay space to permit the standard holes in the girt web �r- _ /9��3 G/ LCU✓E� '� I �� 2�d to be used. G✓,'T CL/P - -r If the framed opening jamb calls less than 2"-0 -from the main o,9-- Q3y - - - �.... ___. . _.. ..__. frame or endwall column, the jamb does not need t:, bolt thru X/i'4 Tr ' - '��A D �R - - — both the reinforcing channel and gir;.. JI _ G4, L V P� --� //OMiNAL RE/NF Ch'ANNEL Fe.4MEQ OPEN/A/6 {U/DTf1 L4.2 F�4Mcc4 OPEC✓/� i!//OTw 42 /G> ---- . -. -- - /o '-o lel- //o 16 -- 3/v BA / LGTh' S/ E !�./P US-•O 3 9 I--- - - —� __-._ .. - 311 /g'_ c� x 3 C . G-292 20 ,_0 S X 3 C, 056 771; CIE T e JA1W& S45CTIOV 4 _ -d /� // C, o 74 /6 - 29S /4 /�-2_ —_ _ - _. x C o7 - I r� /s l // - 115 T 16- 315 � 8 3 4 1 T - GENERA!- NOTES , /6_ _10 10 DE W L /�'-a I %� - //� _ _ --- /� 3/� _ 7 -0 8 x 3 C o 74 �, ;7T _ I _ -� _ -f - - - --- - 1. Framed openings are to be located in the field and each jamb mmst he located as Shawn on page 54rto be ably to use standard jamb flashing. ,UaMiAr1,,0Z 0P6VIy6_ 1,(110711 �J - -----_ --- — 2. All field located framed openings require field cutting of girts. J)O ` !S WI / Tq r/ r`-C.Uy,5S7Z/�S,4�,WAI thanGirtsthelgirtsaaboveght may be a different standard part number SECT .8 - �� �L _. ��ATL�~ 5/N1/LU,� 3� Avai ,abl� head room should be c;etErmined before ord_ring ilverhead [�'o U doors for possible use of low clearance Gr other nons,tardard lift COVE e P,11?TE ---�. '.Q,vIEO Off�.0/N� ll//OTf,� -,� hardware. 4. Overhead door size must be selected so the doorwill not interfere with flange braces on the rafter. �) 5. When locatinq doors, sufficient side clearance must be maintained SUPPG,?T I to keep doors free of column flanges and/or column flange braces. ,f Ilya 45- 03 P©sr � J.4N7B � �� 6, Full above framed openings are factary, cut to the /6_,4'.35 p i � , w , ,C. � BASE' .4NGC E I `" P A,l/CND.Q BoGT.S �, , f v / (NST !3y ST4�) �` i i C �-� o, C• i Dom"/oti'i/L Foe F,�4M.�O OP�.�//�% 7. If jambs are galvanized, a-11 bolts exposed to the Anon are I 1/2" 0 x 1 1/4" cadmium lated. All other c I)ed. °"6 i are -�- ,�EcflV/.2FD r�.e S1/OFG�7Ue 1/2" x 1 1/4" black bolts. 0 NODS I r ��; I _ � ; ;�p� `� 8. All open hales in jamb helow F, d r, r�Ost� .fiil w� ,F�; C'k'OUA' �ETWE�,U I 1 I '� S 1 z i Cif /�CJ9 IUIlJT.tl BVI/A/U 7 132 �N �' cadmium plated or b a k �n - t' P 0 1,r, n b X F._.- CU,e 2 "VV `,ry .; �lLTG'PE,U/.1/l �c/%7T,S/ '' s *�`c o a, .. C'L/P -cam II �� �- - �l�./JO�.Eh' 9. Exposed por 1 ,F a P n�n s : Y ti e1 r g avanized 05 --� (,vuTS oPTiot>o�� a / U or red iron 4° C, F`� w (,c/oT BY SXII(T) (2) z <A /J,vCA10l2 6�X7S , ' _ W r!�voT 5Y ST,4�e� 17p EkloW/9ZL COL /� CC�VE� PL ATE BASF DATA/L S11PPOET POST Ozz__7�01 F0,e cv,e,65 (;,O_'0TEe10 I I FOR SLIDE DOOR DooR _ C4V7,714A1 /0 �R PATES _ EN�WAL( COLL/M�t/ i -- NF/GNT JAMS CC7ALV) Cover plate 'is required when: _._ 1 8 '- O /1�,--K233 �6 -- Z37___ ._ _._ 32 121 i EndNall columns ars used as .jambs. /o ' D /�- K 233 3S /may ! FOR FRAMED OPENINGS FOR OVERHEAD DOORS / 2 D� 16- k -2 -33 -/�-�2 39 -- � �I4 • --- 7 --�-! /¢! a /141- Z3 / /6 - 240 Cover plate is required when: �j 7 16 o 16 - 232 N/A Leo L4 J `-� �� ` �� Framed opening n i s a l vani zed and j amk r = - Qoes to riv..ximum 19g-4 3/4" elevation. REVISIONS BY DATE L;ZAWN CHECKED PAGE NO (This cover plate goes to header height cSaSTA VNUFAvT � FRAMED OPENING only. ) ` 1 t0 24'-G cave height. This ' ISSUE DATE STRUCTURAL DETAILS 54., 03, 01 jamb goes g ( , OKLAHOMA CITY OKLAHOMA 3-20-84 I cover plate goes full len7th of jdmb. ) CEDARTOWN , GEORGIA sTAFOR OVERHEAD AND CURRENT ISSUE HOMER CITY , PENNSYLVANIA a u I u WING NO o I N G S SLIDE DOORS z i LAP SCREWS R00 F SCREW SAVE Tis'/M Z PgP " awes 5 ,- 7„_ -5@ s~- 7- 5-0.� PURL/N ERIE STRUT P5f Gl V" Wer Q � aS�,gE D Z I2 LAP SCREW Co 3� X45 �xCE 0/�T N END C TNl s ND GUTTER SUPPORT / EACH GUTTER SUPPORT LSP SC WE PPoRr 2��I�BpR 2°'pf.LAP 5/aj lI-/�7 OPP E , 12 osv'� NER 21-/78 z 8Er E S� �PPp2T0o,c. FAXL 5/ cxPA'U 5EpL I/_/og HSS EIVD �G ) LE �oR _ APE rTE ,2 S o 3 PAS rE R / 1 END ER TTS GAB�� EDAM �Np GU a� PANE G1f1r�p D QG�O,VT• Ply GST //_QO2 oPP >v p ¢. 12 GcJTTIDE G� /i-5 @ EACJ,� GUTTER PANEL RO [.iV6f�p7T 1,1G-r,4 off CREws AP ,l TN1S EN p (pp A�5 Ap 5,, o C. 443 Pp E EYP L -� - I ll-,4,440 E TD B M cfgSC/A CHANNEL r �D CLO y qT14 {' - I # I GU CN ONS RE D r i T TER A GUT fJ C T B 5 V,5"Z, TO F1T 5EA iTom' DF[l�rTE,e 1 Z - E � APP �v - �,• 4. 't ► S1 DE Fl EG -Z/� - Z NE REQ i L 15,9 2/- 249 I [. R A B E I N , I - � r TACN G FAST .daWNSPDC/T RETURN � i rRlM T,QI14 LW C, :17 - AIF o�.�AFrE.4 STE,v N N/ T •-• S AP ,� � coR/vER AS S EMB L� EAc.... .-..... ...-:....•.•..::.:::..:•::: :-.: E PPRP - .,,:�:•:.;..-• ., rE AST :+,. :;• �; .._;.�;;:::`.` LU �(fl Ef r �/� F � �DWnISPouT -- APP CFL SEAM /`7UST SE ON T4 r�E ru,e'✓ � ~ ENS VSPO UTRETL/4v 01- K 2 60 C7R3/W IDE S/IiS OF DOcv _4lCyINS Pr ' S/pE1•fi�9LL PANEL I r RIROOF SCREW po�Yivs�vUT Gorr o L AP SCREW C� 5"-7=5 O.0 32 LAP .5"EW @EACH I ° GUTTER SUPPORT GUTTER SUPPORT / I VAR/ES 2/-/78 , L /494JOR R!B Oz;:' riP/M FA57,--AlERW44 Z_L PANEL . @ E.geW GvrTE,g :r�P/M Fi9STE:[/E,P TYP DOWIV510OU7 RETORAI CAJV 0PY Su�Po�PT \----ROOF PANELS/DEWALL PANEL -AIDWAL L PANEL E,tJE'1e ���4 64 VE TRIM - I NOTE . -TR/� G?'C) y _ - TR/� Q'D WALL SCREW CCRA/E�E'� Before any gutter work begins and at the end of each day, the building roof and eave (37 R� �� $ =7'= 5 ~ O. C. line should be swept clean of all metal filings and debris to prevent rusting of TRIM 3 �GUTTEP, I these particles. 3:T --90 wNgPov T Rp 21-098 GUTTER _PAVE STRUT 12 E FG TO F!T / GUTTER PREPARATION (BEFORE INSTALLATION per �p -0 ! cur y ' DOWAISPOUT DG�NSP. EGR EIGNr : O ,SOI7' 13, �- 7-0 1,e �,� - SIDEWA,�L PAiVEC 1 . On a level surface, preferably the building slab, assemble gutter in convenient /'-38 STRAP lengths (20' or 30' section) and lap ends a m`nimum of I ". Drill holes through �2) r4F� EASE 6 '0. �� F,95"TE�/�R --� bath sections at splice. Fasten together with trim fasteners. 14 REQ�L) POSE HE�G14 (3)24, Q ER OOWN..�'POUT W UE SEC RON CORAIER 56 0TIO�1/ UT(¢• • � — � 3. Insert end closures in end sections of gutter flush with end of gutter and at- ��NSPODU� � I , i tach with trim fasteners to the back of gutter only. Do SANE SSE 4.. Apply-gutter seal to inside edge of all splices , ee S'pLIC and around all trim fasteners. v Y✓'U�CpDvT 9 INSTALLATION PROCEDURE PEQ' A5 >ALASNUD� 1 . Raise first section of gutter into place at eave line and slide gutter end in- . N � RE.Ap L,LOS��� side of gable corner. EiQ� 1 ATTfI�E EA PA��'U 2. Hold gutter in place against bottom of roof panels and attach from top side of FAS� N To�N�PINM roof panels with LAP screws at 5"-7"-5" O.C. DEQ D' 32 �-Rooyr- _SSCREW @ " 7~5OC3 Complete connections gutter fasteners closure Tom end of gable ER _ - RO OF PANEI. CAP FLASHY 4. Position remaining sections of gutter and attach to roof panel with LAP screws I AP 2/-i49 I QLD T� at 5"-7"-5" O.C. rR Fl ,__ CLQS5. Attach gutter supports to top flange of gutter with trim fasteners. Position OWNSPC�v EAVE TR/M i I EAVE STRUT I - - E�110 f1�' first support on second major rib of roof panel and continue placing supports -D 0�8 I) _ ' ' 7NADE every. 6'-0 for 12 psf live load and 3' -0 for 20, 30 and 40 psf live load. Do -_ -_ �. -- - - ` 2�" WAL L SCREW 'I I SA 7" S"D-C. I - - - _� � � not place a gutter support on 'a panel sidelap. 6 � I 6. Ali n the front edge of the nutter by stretching a li a , m each end of build- dy�/ EA/D CLOSURE- I I _ g _I B ong along the top front edge of the gutter. If theeµ l �, length will not EL b E1�' — -SIDEWALC PANEL "i ' ER a strip the utter will h �i` '4F'o bi ''r` i ed in." Straighten - 2/ TEN GUTTER _� STE`U a 11 ow the use of g g ; 2/ AS I FA �. utter b movi n the utter supports ,i . o ¢' tail a 't '� parts over major R /vJ T• ll1 Q D. 9 Y 9 0 screw ti.. .,. ��:�_�M1 �"�,��` �. •T / EQ' -F _ �E rib of roof pane] with I.AP ` x , 5 _ 4 I O �,fir,•r # i:, "I END N5)D� Al 1. Splice downspout t� tre, leti �%;. �t}=�a J min ' m p no attach with trim NOTE y Z 1 IGWT I l STE �,� �, �:� � W. ;V Vit,. N TTACH GU)-TER TD ROD $ 0 fasteners. � UO OTA F PANEL 1 R r r GUT NQT ffx PRN 1 EXPANS/ON JO/NTS. SEAL LAP LE E: pp @ EX ,�, GUTTER DOW/VSPDUT ASSEM&P Do N0T USE GUTTER SUPPORT @ EXPANSIOA/ JOINTS' PLY GUr r COSLIRE �orTER LAP { GUTTER SUPPORTS -511OULD BE LOCATED @ NEAREST °N BOTH S/DES OF EXPA,11510A/ JO/NT AP EN° �0/NT S MRJOR RIB _ /'JAJDR R/Q GUTTER E:r/°AAIS'/DN JOI/yT SECT/DlV COTTER EXPANS/DN fI01NT �UT,r�,� SHC7U�o �/oT'B�E Dow�i/5POUT ScNEDOZ E .BACs OF GUTTZ7_R -� O' TO /99'-/l N4 EXP,9NS/0N JOIAIT REQUIRED �O7 �,� �Lc����JS QF PART No. All 20OLO TD 399'/I ONE EXP19rl/SION X10/AIT @ .MIDPO/AIT. EA VE 400=0 rO -599'-/1 FrRR /S/DAI J4/NTS @ Pz%LITS. ExTi�EME /C�iV • I / 50 T701-7 TpP I WHEN SU/LDING EXPANSION JOINT IS REQlD, A 6UTTFR EXPA�{/S/O.1/ J0,',(/T //E/GH T /S REQ D (:? SAME COCAr/OV. �- -43 � /0 "- 0 (1) 21- 231 !VIA 12 ,_ 0 (/) 2/- 23 2/- 235 P,eEDR/LC 33 "d� b/01-5 AND I�j Ltv F/Ec D c�T ''x''AS sHoww ✓ 17U,�A-� �2/,B w-9LL PANEL /4 '- D 0) 2/- z 3/ Cl) 2/- 034 8 AND BEND 7,4,85 DOWN. � REVISIONS 8Y DATE Q1 © M n __ Q o �f�(�� (lin O Raw�� PACE NO. - /6 - O (/) 2/- 23/ ( /) �/- 233 I �4��GVI �a KG1N lob`} ST[A ME) 11V1 A11 U ACTURNHI 0J0v �UTTE� D /Y� DOWAIS POUT OPENING DETAIL 4HKo , . � . D / . Q 3 20 - O C!) 2/- 23/ C/) 2/ - 232 Co2RE TED ScRew DESCRIPTION --c �-� _$ OKLAHOMA CITY , OKLAHOMA j�_y Z .��j �. �2 4- 12 A Z4 O (/) 21- 231 (/) 2/- 234 3 i7EvisEa Gu rrFR pAK7 M/�RKS �:c 3"�`$ 8 CEDARTOWN , GEORGIA �,TA m ROO/- 5 OR4 =J /J �/` 23 2 GRA'�r{'JG N0. ISSUED. HOMER CITY, PENNSYLVANIA a u I c D I N G s 4 -� -SS