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139 12th Street 35' CONV FRAME HEEL TO BE 1-0-4 ABOVE FLOOR TRU55 ADJUST AS NEEDED TO PLANE WITH JOB: 05013 LENDRY ROOF TRUSSES. LOC: 12TH 5T ATLANTIC BEACH p-b U D-0- PLAN: KELLY RE511) r tL Z- DESIGNER: RICHARD TINGLEY E PITCH: MULTIPLE OVERHANG: ii X�m 2 z FLOOR 5YTEM: Iii 5Y542 IL WIND CODE: 120 MPH EXPOSURE C CLOSED ALL TFZU55 PLATES ARE ALPINE PLATES APPROVAL 0 1995-3 Z ENGINEER OF RECORD In di WUL5i ENGINEERING 0,=, WILLIAM J.DERY 1.1-M t 11451 ST.AUGUSTINE RD#202 JACKSONVILLE,FL 32258 W4-886-2401 LICENSE NUMBER: 4W25 HANGERS ON JOB ARE AS FOLLOWS UNLE55 NOTED OTHERWISE IS 23 0 APPLICATION PART APPROVAL * A31 I-PLY TRU55 HU526 FLIOii 4 3-PLY TFW55 WGU5283 FLI14ii A35 2-11 ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING FILE COPY AND SIZE HEADERS,COLUMNS AND CONV FRAME HEEL TO D42 US CAP$WHERE NECESSARY.TRUSS FABRICATOR Lo WILL NOT BE RESPONSIBLE FOR BE 1-074 ABOVE FLOOR TRU55 ADJUST AS NEEDED TO PLANE WITH T REPAIRS RESULTING FROM A TRU55 OR b ROOF TRU55E5. BEAM BEING INADEQUATELY SUPPORTED. REM"i FOR CODE 043 C CM OF-ATL4LNTI SEE CBEACH 2 RN PERMITS FOR ADDITIONAL —.0 &-,- REQUIREMENTS AND CONDITIONS. ON REVIEWED BY S 7 DATE: ? /0 I In ATTENTION:Review z Of Shop drawings is OnIII,for conforlh�jici W the design cOncePt of the PrOlect and does not relilive the c Of f6sPOnsibillity for anY deviation from the r#qui ontractor drawilngs.Contractor illhall datermne _ filaments of the shop and ve*all field maseursirlisInti jZr APPROVED C1 RMRNIO FOR CORRICVCN 6 0 APPROVED AS NOTED 13 R'TURNIO VVITHOUT ACTION 0 NOT APPROVED C3 SEE TRANSA417TAL LITTIA 8-op u?3 COMMENTS 7 ......,DATE WILMER ENOINEERINO,jjy�, �4z U3 4) $I Sj V(J;1, T ly ri FCC T 2," p Q) 1481 ST, M100W II 12'6" -7- ........ 7 JOB: 05013 LENDRY 21' 13' FO'T— LOG: 12TH ST ATLANTIC;BEACH '1 2 PLAN: KELLY REST) FI-1 DE51GNER: RIGHARD TINGLEY 9) PITCH: MULTIPLE 2, F15 0-b OVERHANG: V FLOOR 5YTEM: IV SYW2 r U_ 4 W 0 6� WIND GODE: 120 MPH EXP05URE C CLOSED ALL TRU55 PLATES ARE ALPINE PLATES x ply APPROVAL 111399-3 F20 I I I I [L ENGINEER OF RECORD T HUL55ERG ENGINEERIWG WILLIAM J.DERY r2l WQ 114V ST.AUGUSTINE RD 0202 z JACKSONVILLE,FL 32258 SO 5M-1 904486-2401 REVIEW F22 I I ALL BEAM AND TRU55 ENGINEERING b-O AND 51ZE HEADERS,COLUMNS AND GAP5 WHERE NEGE55ARY.TRU65 FABRICATOR re F23 bs 0 WILL NOT BE RESPONSIBLE FOR 0 -0 Z ii REPAIRS RESULTING FROM A TRU55 OR 5 q)9) BEAM BEING INADEQUATELY SUPPORTED. HANGERS ON JOB ARE AS FOLLOWS F24 UNLESS NOTED OTWERW15E APPLICATION PART" APPROVAL # A 5M-11 1 1 FLOOR TW55 T4422 FL1044122 b-Z F32 2-PLY BEAM THA422 FL1044122 z 2-PLY FLOOR TRU55 THA422-2 FLI0441.22 F26 --674-- oi- F21 2-r-LY ALL BEAMS ARE GEORGIA-PAGIFIG GP LAM LVL APPROVAL*FL2023.1 LL F28 BM-1 2-1.15" X 16"LVL 33' T,6'0 r BM-10 BM-8 2-1.15" X 12" LVL BM-9 2-1.15" X 12"LVL 15' BM-10 2-1,15" X 16" LVL 15' ATTENTION:Review of shop drawings is only for conformailL, —T4- -9i 2; F2'3 BM-11 2-1.15"X 16"LVL 18' the design concept of the project and does not relieve the contractor of responsibility for any deviation from the requirements of the shop drawings.Contractor shag determine and verily all field measurements. APPROVED 13 RETURNED FOR CORRECTION 5TEEL BEAM 5Y ECR 0 APPROVED AS NOTE 0 RETURNED VATHOUT AC11ON -To 5M-5 0 NOT APPROVED 0 SEE TRANSMITTAL LETTER 5M-9— COMMENTS 20 F30 DATE r-30 Ily MULSBERG GINEERING,INIL, FL CLAT.25M 1481 ST A GUSTINE RO 0"7 11111 , r -�' 2bt- LSBER 't RING, G oft' E 81 S1 T.A GUSTIN F Rn 0 M Q) :tf Q)E F31 xt 11,6------------- --------------- ------- ------ 4'4"— JOB: 05013 LENDRY LOG: 12TH 5T ATLANTIC; BEAGH PLAN: KELLY RE51D :6 CE DE51GNER: RICHARD TINGLEY PITGH: MULTIPLE r LL W ml I DO 4 N x OVERHANG: (o" tw± FLOOR 5YTEM: 16" 5YS42 WIND CODE; 120 MPH EXP05URE G C;LO5ED N x .2 z ALL TFRIJ55 PLATES ARE ALPINE PLATE5 U_ IL APPROVAL 11999-3 LL F4 ENGINEER OF RECORD HULSBERC;i ENGINEERING WO F5 WILLIAM J.DERY 11481 ST.AUGUSTINE RD #202 1137 JACKSONVILLE,FL 32258 904-556-2401 Fro LICENSE NUMBER: 4W25 3 b-O ENGINEER OF RECORD TO REVIEW ,�js_u ALL BEAM AND TRU55 ENGINEERING C-9 b AND SIZE WEADER5,GOL"5 AND b!P CAPS WHERE NECESSARY.TRU55 FABRICATOR b F5 WILL NOT BE RESPON515LE FOR i 0 23 in REPAIRS RESULTING FROM A TRU55 OR BEAM BEING INADEQUATELY SUPPORTED. F1 F S 5M-2 HANGERS ON JOB ARE AS FOLLOWS UNLE55 NOTED OTHERWIS� in APPLICATION PART APPROVAL # F15 F14 b FLOOR TRU56 TP4�422 FLI0441.22 n 2-PLY BEAM HGU5414 FI-11465.10 F& co Q) 51-1-4 ALL BEAMS ARE GEORGIA-PACIFIC GP LAM LVL 7 .2-c- 2 214'4"(b APPROVAL'IL2021,1 -,-) R Flo BM-1 4-1.15" X 16" LVL 15' z s 0,=2 BM-3 0 5M-2 2-1.15" X 16" LVL 36' BM-3 2-1.15" X 16" LVL 6 ATTENTION.-Review of shop drawings is only for conlorfnaft 1- 5 BM-4 2-1.15" X 16" LVL 5' 7 �? the design concept of the project and does not relieve the contrdctof I LL9.) 511-5 3-1.15" X 16" LVL 12' Of NSPOnsibility for any deviation from the requirements of the shop T 0 Q) dritwings.Contractor shaill determine and verify an field measurements. ni 51`14 4-1.15" X IV' LVL 2!,' APPROVED 13 RETURNED FOR CORRECTION ro )I(APPROVED AS NOTED 13 RETURNED WITHOUT ACTION ril �!� 13 NOT APPROVED 0 SEE TRANSMiTrAL LETTER COMMENTS By DATE E3M-6, F I HULSBERG NG EERING,INL. F ST V� (0; L�CRT 25846 V6 '481 ST GUSTINE RD 1202 Qq 9) 24W' 10'4------------- REQUIRED CONTAINMENT CALCULATIONS REQUIRED STORAGE VOLUME V CAR/12 Where: V = Runoff Volume C = Runoff Coeficient. A = Area of Lot (sq ft) R 25-yr 24-hr rainfall depth (9.3 in for Atlantic Beach) Prede\telopment Runoff Volume: Lot Area (A): 5020.5 sq ft Area Lot Area licit DescCiption (sq ft) (sq ft) Wtd "C" Impervious 0 5020.5 1.00 0.00 Per\Aous 5020.5 5020.5 0.20 0.20 Runoff Coefficient(C): 0.20 Runoff Volume V 0.20 x 5020.5 x 9.3 12 V 778 cu ft Postdevelopment Runoff Volume: Lot Area (A): 5020.5 sq ft Area Lot Area licil licit Description (sq ft) (sq ft) Wtd Impervious 0"0,7> 5020.5 1.00 0, 50 0. 0 Per\Aous 1,-71-2, 5020.5 0.20 - Runoff Coefficient(C): 0 Runoff Volume V x 5020.5 x 9.3 12 V cu ft Required Storage Volume: DV Postdevelopment Runoff Volume Prede\telopment Runoff Volume DV DV cu ft 5 10 20 30 50 (SCALE PERTAINS TO DRAINAGE OVERVIEW ONLY) DRAINAGE OVERVIEW �v "'i, -6 k r ------------ te J HVAC WOOD DECK ol FOR �z GARAGE DOOR ENTRANCE AND SHOWER (7" ELEVATION) 77 F1 f��-f 0 2_X I C, r tj rj Z PERMIAB PRANSITION FROM SOLID DRIVEWA PO PERFORATED HDPE L GENERAL NOTES: 44" ESTIMATED SEASONAL HIGH GROUNDWATER ELEVATION (SHGWE) BOTTOM OF SYSTEM 14" BELOW GROUND SURFACE (BGS) OVERALL SURFACE FLOW FROM EAST TO WEST 1' DOWN-GRADIENT FROM END OF DRIVEWAY TO STREET PRE AND POST CONSTRUCTION IMPERMIABLE SURFACE AREA CALCULATIONS CONTAINMENT CALCULATIONS Pre-construction CONTAINMENT WITHIN'SYSTEM Undemeloped Lot 0 LENGTH OF PIPE 20FEET SPACE WITHIN PIPE 0.196 X 20 3.9 CUBIC FEET Post-construction VOLUME OF EXCAVATION 3D X13 X W ='7?0 CUBIC FEET �0 Residence VOLUME OF GRAVEL '1410 - 3.9 =126 ' 4-jUBIC FEET PORE SPACE WITHIN #57 STONE 42% HVAC Driveway VOLUME OF SPACE WITHING GGRAVEL -17� X 0.42 CUBIC FEET I ci CONTAINMENT UNDER SYSTEM SQUARE FOOTAGE DEPTH OF SYSTEM INCHES J) FEET) DEPTH TO I FOOT ABOVE SHGWE INCHES FEET) PORE FACTOR FOR ATLANTIC BEACH SOIL 0.3 VOLUME OF SPACE WITHIN SOIL if 60 Xl ._5 X 0.3 = ;U4 CUBIC FEET TOTAL CONTAINMENT UNDER DRIVEWAY c5q) CUBIC FEET co-vp—f CONTAINMENT WITHINISWALE + +V"b 5 OF SWALE SPACE WITHIN SWALE 14.5 CUBIC FEET PER FOOT VOLUME OF SW�LE 2bj-,5CUBIC FEET CONTAINMENT UNDER SWALE EET SQUARE FOOTAGE SQUARE F ' AiLr bEPTH OF SWALE 4 r,>D DEPTH TO 1 FOOT ABOVE SHGWE 32.. INCHES (2.67 FEET) PORE FACTOR FOR ATLANTIC BEACH SOIL 0.3 VOLUME OF SPACE WITHIN SOIL CUBIC FEET Fv- A 8 �;ei TOTAL CONTAINMENT OF SWALE S CUBIC FEET �01 vivo- Sr,4 4co A 2--1-7 TOTAL CONTAINMENT ON PROPERTY q2L CUBIC FEET SWALE DETAIL (CROSS SECTION) OVERFLOW -DEVICE DETAIL HOUSE DOWNSpOUT DownpoUT CONNECTOR 4 SOLID 'y" CONNECTION CORRUGATED HDPE 4" GRATE GROUND ELEVATION 4* SOLID CORRUGATED To EXFILTRATIOX HDPE SYSTEM --------------- STANDARD APVER TRIM, SOLDIERED PERMIABLE DRIVEWAY DETAIL (CROSS SECTION) CONCRETE FOOTER SMALL RIVER ROCK 1�10 89 STONE NON-WOVEN FABRIC LINER 57 STONE 4" PERFORATED HDPE, CAPPED 0 NONE 0 0 MEMO! 0 rl\r,vlN F- , MUL1L11C/\N 35'-0" 516 14--011 21'-0" -7-4 ( 904) 30"x 30"x 12"PAD FOOTING WITH(3)#5 EACH WAY (TYPICAL) SEE DETAIL"E"ON SD-1 --------------- T �ffl-1------------- ------------------- z F———————————— —————————————————— 0 LIJ co L i 0- 0 0 00 —————--———————- S ce) I^BI 21'-4" 4'-4- 71-8'# ---- ---------- --------------- REC SS SLAB FOR SHOWER 4" --I r-------------- ---------------- 4" G SDA 61-2K 4- J^H 16, 1 1 BID (D CID (0 to F rG SD-1 ----- -----i L------------------ DEPRESS SLAB 10" L NOTE:VERIFY ALL DIMENSIONS PER 7-------- ELEVATOR MANUFACTURES L-----------------t SPECIFICATIONS. CIO A/C PAD ZI -31 01 NOTE: &B SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) z 01 -F-�SDA C4 SHALL BE CUT AS SOON AS THE CONCRETE HAS Y^D -j 01 HARDENED ENOUGH NOT TO BE DAMAGED DURING THE CONTROL JOINT ----I-------I------------ CUTTING PROCESS. —4- (TYPICALLY 1-4 HOURS IN WARM WEATHER) z 1"DEEP xYe"WIDE SAW 9 FILL CUT WITH CUT AT DENOTED 0 ELASTROMERIC LOCATIONS. No: DATE: REMSIONS: 0 FILLER UJ 0 AA22 3 I 6-15" 11,4, T-7 L———————---———-J J& J 4"CONCRETE SLAB-/ AS NOTED DETAIL - CONTRACTION JOINT FILE COPY NFW HOMI� -4 1 -j 1 �-j Z-4 Y ' 5 L --- FOR CODE CoMPLL4NCE r - 7 rqjrjY OF ATLANUC MACH a ORADDITIONAL co SM PERMITS F ��MONS. I REOUnWMENIS AND FOUNPATI BY: 30"x 30"x 12"PAD FOOTING 717- V-411 10141 11-4" 9-41 12" WITH(3)#5 EACH WAY --/X2-11'4' 9'-8- 111' (TYPICAL) This drawing Is an Ingtrument of mAce and the SEE DETAIL"_ 351-0" property of Kevin E. Mullican. and shall CONTRACTOR SHALL VERIFY ALL DIMENSIONS remain hle property. The use of thb drowing shall USING FINAL APPROVED FLOOR PLAN PRIOR be restricted to the orlglnd As for whM it b pre— pared and publication thereof to expn@Wy limited to TO CONSTRUCTION. such us& Job No: 06-212 Sheet No., founjation 11481 ST.AUGUSTINE RD.,9 HULSBERG, ,ENGIN ING, INC. Datc 412012010 JACKSONVILLE,FL.3=1 FLORIDA OERTI ICATE,Of AUTH III 25M scale: �Nl SCALE: 1/4"= V-0" PhM(W)8&2401 Fax(W4)2W43ff JEFFREY K HULSBMG,PE PE FLOYD&SWSON,PE Drawn: KEA. P%ftwq@bdwWhj* FL PE No.33152 FRIL .49M FL PE No.50791 Checked:* FOU NDATIOA LAYOUT ONLY 0 > 0 IV- F-1 F-1 r 3 2"PAD FOOTING CH WAY O"x 0"x1 ITH(3)#5 WPICAL)IL 0 SD_j FSEEDETA -E N 04 (0 GENERAL: CONCRETE: STRUCTURAL STEEL: co ce) Metal Connector Fastening Schedule C) Simpson ID USP ID Uplift Capacity(Ibs) Fasteners Anchorage(U.O.N.) Z 6 1. Project has been designed in accordance with 2007 Florida Building Code 1. All concrete has been designed in accordance with "Building Code Requirements GENERAL: A35 MPA1 n7a (12)0.131'x 1%' We 0 ABU44-Z PAL94-TZ 2200(SYP) (12)0.16T x 2W or(12)0.162"x 3W 5/8"w/7"embed Building, 2007 Florida Existing Building Code, and/or 2007 Florida Building for Structural Concrete,"ACI 318-05, and shall be constructed in accordance with ABU66-Z PAU66-TZ 2300(SYP) (12)0.162"x 2Wor(12)0.162"x 31W 518"w/7"embed Code Residential, as applicable. "Specification for Structural Concrete,"ACI 301. 1. All structural steel has been designed in accordance with AISC"Manual of Steel CS16 RS150 1705(SYP or SPF) (I 1)0.148"x 3"in each end-(22)total n/a LILI Construction"and shall be constructed in accordance with AISC"Specification for I)SP We 775(SYP or SPF) (8)0.148"x 1 W into studs rVa LM 2. It is the intent of the Engineer of Record (Engineer)that this work be performed 2. All concrete shall have the following minimum compressive strength at 28 days in Structural Steel Buildings,""Code of Standard Practice for Steel Buildings and Bridges," (6)0.148"x 1 W into double plate (D -0 DTr2Z DTB-TZ 2145(SYP)1835(SPF) (8)%"x 1Y2"SDS 1/2"w/4W embed(mono)and 7'embed(stem) in conformance with all requirements of the authorities having jurisdiction over accordance with ASTM C 172, C31 and C39: "Detailing for Steel Construction,"and have the following designations: GBC HC520 We (5)0.131"x 1W into gable brace We this type of construction and occupancy. a. Slabs on grade, footings, and miscellaneous concrete: f c=2500psi Welded connections------------------------ AWS D 1.1 (7)0.131"x 2W into double plate E b. Cast-in-place beams, columns,walls, and structural slabs:f c=3000ps! Structural steel shapes, plates, etc---------------------------ASTM A36 H2.5A rVa:use RT7 600(SYP) (5)0.131"x 21/Vin each end-(10)total rda 3. The contractor is responsible for the means and methods of construction and Structural steel pipe A53 or A501 H2.5T rVa:use RT7 545(SYP or SPF) (5)0.131"x 1W in each end-(10)total rVa H3 RT3A 455(SYP) (4)0.131-x 2W in each end-(8)total rVa UJ shall work in conformance with all applicable codes and regulations. It is the 3. Cement shall conform to"Specification for Portland Cement"(ASTM C1 50) Structural steel tubing -------------------------------------------ASTM A500 H6 LFTA6 950(SYP)820(SPF) (8)0.131"x 2W in each end-(16)total We U) H8 RTBA 630(SYP) (5)0.148"x 1 W in each end-(10)total n/a contractors sole responsibility to determine erection procedure and sequence HDQ8 n1a:use UPHD8 7630(SYP)5495(SPF) (20)%"x 3'S DS 7/8"w/15"embed(SET epoxy only) to insure the safety of the building and its component parts during erection. 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) 2. All structural steel connections and fabrications shall comply with AISC specifications. FL HDU5 PHD5 5645(SYP)4065(SPF) (14)%"x 21/2"SDS 518"w/7"embed(mono)and 12"embed(stem) HDU8 PHD6 6970(SYP)5020(SPF) (20)%"x 3"S DS 7/8'w/15'embed(SET epoxy only) 4. The contractor shall be responsible for all temporary bracing that is required 5. Water shall be clean and free of injurious amounts of oil,acids, alkalis, salts, 3. All steel decking has been designed in accordance with "Steel Deck Institute(SDI)"and HETA16 HTA16 1810(SYP) (10)0.148"x 1 W 4"embed HTS20,HTS24 or HTS30 HTVV20,KrW24 or HTW30 1450(SYP)1245(SPF) (10)0.148"x Tin each end-(20)total n1a during construction to keep the structure safe and plumb until the entire organic materials or other substances that are deleterious to concrete or steel shall be constructed in accordance with SDI "Manual of Construction with Steel Deck". HTSM16 or KrSM20 HTVV1V116 or HTWM20 1175(SYP) (8)0.148"x 3"into wood n1a in T structure is in place. Any bracing shown on the structural drawings is for the reinforcement. (4)%"x 2%"Titen into CMU CL X completed structure only. 4. All bar joists have been designed in accordance with "Steel Joist Institute(SJ 1)"and (4)%"x 1%*Titen into concrete 0) 6. Additional concrete requirements for structures located within 1500 ft of the Coastal shall be constructed in accordance with SJ I "Standard Specifications for Joist Girders". HTI­16 rVa 3955(SYP)3400(SPF) (18)0.162"x 21/2" 5/8"wl 7"embed(mono)and 12"embed(stem) 0) 5/8"w/7"embed(mono)and 12"embed(stem) HTT22 n1a:use PHD5 4165(SYP) 3580(SPF) (32)0.148'x 3" 5. The contractor shall verify all conditions and dimensions at the job site prior to Control Line(CCL)and exposed to salt spray are as follows: HT174 rda 4235(SYP) 3640(SPF) (18)0.162"x 2Y2* 518"w/7"embed(mono)and 12"embed(stem) commencing work. a. All concrete shall have the following minimum compressive strength at 5. All light gage structural framing has been designed in accordance with "AISI Standard HTr5 n1a 5090(SYP) 4375(SPF) (26)0.162"x 2V2* 518'w/7"embed(mono)and 12"embed(stem) 0 28 days in accordance with ASTM C 172, C31 and C39: for Cold-Formed Steel Framing"Grade 33-U.O.N. LTP4 IVIP4F n/a (12)0.131*x 11/2" rVa Cl) LSTA18 LSTA18 1235(SYP)1165(SPF) (7)0.148"x 3"in each end-(14)total We UJ LU 6. The contractor shall supply, locate,and build into the work all inserts, anchors, i. Slabs on grade,footings, and miscellaneous concrete: LTS 12 LTW12 775(SYP)665(SPF) (6)0.148-x 3-in ewh end-(12)total n/a :3 0 angles, plates,openings,sleeves, hangers, slab depressions, pitches,or other fc=3000psi 6. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. LTr2O LTS20 1500(SYP)1290(SPF) (10)0.148"x 3" 1/2"wif 43/."embed(mono)and 7"embed(stem) a_- components as may be required to attach and accommodate other work. ii. Cast-in-place beams, columns,walls, and structural slabs: MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0.148"x 3"in each end-(18)total rda MSTAM24 1500(SYP or SPF) (9)0.148"x 3"into wood rVa 0 fc=5000psi 7. Holes required for bolted connections may be drilled or punched. Flame-cut holes shall (5)%"x 2%*Titen into ClAU cc 7. All details and sections shown on the structural drawings are intended to be b. Maximum water-cement ratio: 0.40 not be used. (5)%"x 1%*Titen into concrete CL -2 typical and shall be construed to apply to any similar situation elsewhere in the C. Maximum chloride ion content: 0.15 percent by weight of cement in MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0..148"x 3'in each end-(22)total We Z MSTA36 MSTA36 2050(SYP or SPF) (13)0.148"x 3"in each end-(26)total We Z work except where indicated otherwise. accordance with ASTM C 1218 8. Bolts shall be installed to the"snug-tight"condition-LLo.n. >1 MSTAM36 1870(SYP or SPF) (13)0.148"x 3"into wood rVa (8)%"x 2%"Tten into CMU ca .9 AMA 8. Refer to the structural drawings for all structural details and sections. The 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the PAINTING: (8)%"x 1%"Titen into concrete 0 MSTC66 MSTC66 5860(SYP or SPF) (38)0.148"x W in each end-(76)total rVa contractor shall contact the Engineer for clarification in cases of conflict structural drawings.All reinforcing details shall conform to"Details and Detailing of MTS12 or MT820 MTVV1 2 or MTW20 1000(SYP)860(SPF) (7)0.148-x 3"in each end-(14)total rVa between the structural drawings and any drawings prepared by others prior to Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural 1. All structural steel shall be shop-painted. Prior to painting,steelwork shall be cleaned in MTSM16 or MTSM20 860(SYP) (7)0.148"x 3"into wood rVa commencing work. drawings. accordance with Steel Structures Painting Council (SSPC)SP-6"Commercial Blast (4)%"x 2%"Titan into CIVIU ca UJ >. Cleaning"after removal of loose rust, loose mill scale,and spatter, slag,or flux deposits. (4)%"x 1%"Titan into concrete -8 9. All window and door assemblies shall be designed to withstand the applicable 8. Tolerances for foundation and slab alignment as well as placement of reinforcement PA51 TA51 3685(SYP or SPF) (21)0.162"x 21/2"or(21)0.162"x 3W 4*embed .2 Z SPH4 or SPI-166 SPTH4 or SPTH6 1360(SYP)1170(SPF) (12)0.148"x 1 Y2" rVa J design wind pressures and shall be installed according to the manufacturer's shall be in accordance with"Standard Tolerances for Concrete Construction and 2. For projects located within 1500 feet of the Coastal Control Line(CCL), all structural SSP 350(SYP or SPF) 1(4)0.148"x IM.'into studs We Ulf UJ (3)0.148"x 1 W into double plate I�D LU requirements. Materials,"ACI 117. Footing or slab edges may be up to 2"outside and 1/2"inside steel shall be cleaned in accordance with SP-5"White Metal Blast Cleaning". I I cc STHD14 ISTAD14 14430(SYP or SPF) (38)0.148"x 3%" 114'embed 0�d 0 W 0 of the sill plate. Notes: Z 10. The design of the project structure assumes an allowable soil bearing capacity 3. Immediately after surface preparation, SSPC Paint 15(red oxide)primer paint shall be . c tors are manufactured by supson strong-Tie or USP Structural Lkinnectors(110A) LLI 0 2 SY P=Southern Pine;SPF=Wuce-PW*-Fr of 2000 psf. It is the owner's and/or contractors responsibility to obtain a soils 9. All concrete slabs on grade shall be the thickness as indicated on the drawings over applied in accordance with the manufacturer's instructions. Painting methods shall be 3'Nbrlo=nwolithc concrete;stern=masonry stemw all or bond beam exploration report. All requirements for site preparation and soil compaction minimum 6 mil. polyethylene(visqueen)vapor barrier. Slabs shall be reinforced with used that result in full coverage of joints, comers, edges,and exposed surfaces. 4.Anchorage refers to threaded anchors w M rioted diameters and embedment deMs specified in the soil report shall be followed unless more stringent requirements 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, are specified. The Engineer shall be notified if soil conditions encountered or fibermesh reinforcement shall be used with minimum 2"fiber length at 1 LB/CY 4. For projects located within 1500 feet of the Coastal Control Line(CCL), SSPC Paint 20 E W differ from the noted assumptions. complying with ASTM C1 116. Type I (zinc inorganic)shall be applied,followed by SSPC Paint 22(epoxy). WIND BORNE DEBRIS OPENING PROTECTION WITH WOOD PANELS IL 0 Z Z V-- MASONRY: 10.Slabs on grade shall bear on structural fill which shall be clean sand free of debris 5. SSPC Paint 36 (polyurethane)shall be applied as the final coat to all structural steel (D 0 r-- a 11111-4 U) C=> C a- U-.) and other deleterious material. Structural fill shall be compacted in maximum 12" surfaces exposed and visible to the exterior of the structure. EDGE DISTANCE MINIMUM W FASTENERS(TYPICAL) E co lifts to a density of at least 95%of the Modified Proctor Maximum Dry Density >1 Z General: 96w MAXIMUM SPAN a (ASTM D1557). Fill shall be treated with termite poison before slab is placed. 6. Field touch-up after installation where required to restore final finish. 2" ca crj LLJ LO 1. All masonry has been designed in accordance with"Building Code 4::� 1 1.Footings may bear upon undisturbed soil or upon structural fill. Structural fill >- UL Requirements for Masonry Structures,"ACI 530-05, and shall be constructed in W 0 shall be compacted IN MAXIMUM 12"LIFTS to a density of at least 95%of LU -05 ca accordance with "Specifications for Masonry Structures,"ACI 530.1 M LL ROOF COVERING: the Modified Proctor Maximum Dry Density(ASTM D1 557)for a depth of at Z least two feet(2'-0")below the bottom of the footing. 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength < (D of 2000 psi per ASTM C1 019. Grout shall be mixed to provide a slump between 12.The following minimum concrete cover shall be provided for reinforcement: 1. The contractor shall be responsible forthe design and Installation of the roof CL Z 8"to 11 covering system. 8 0 WOOD STRUCTURAL PANEL W LU 3 Concrete cast against and permanently exposed to earth. Y,eOSB OR'Y327 RATED ZW 3. Mortar shall conform to ASTMI C270 and be Type M or S. Type N mortar may 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to CORROSION RESISTANT W U3 2"------Concrete exposed to earth or weather,#6 bar and larger. SHEATHING PANEL be used in brick veneer. the manufacturer's requirements. FASTENER PPICAL) LO 1 %11-----Concrete exposed to earth or weather,#5 bar and smaller. CN OR C) t exposed to weather or In contact with earth for the M W 4. The contractor shall be responsible for the design and installation of all flashing I Y2"-----Concrete no 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile co WOOD STRUCTURAL PANEL �CORROSION RESISTANT Z f- primary reinforcement,ties, stirrups, and spirals in beams and columns. M Installation Manual,"and the manufacturer's requirements. Vie OSB OR'Y32-RATED FASTENER(TYPICAL) Z Concrete Masonry(CMU): 2-----------Concrete walls and slabs exposed to salt spray SHEATHING PANEL ILL 2Y2-------Other concrete members exposed to salt spray 101- 4. Standing seam metal roofs shall comply with ASTM El 514 and be installed 0 -J U- 1. Concrete masonry units(CMU)shall be ASTM C90-75, Hollow Load-Bearing according to the manufacturer's requirements. 13.All continuous reinforcing steel in concrete shall be lap-spliced with the following LLJ g Concrete Masonry Units,Type 1, Grade N-1, normal weight,with a minimum compressive strength of 1900 psi(fm=l 500 psi). minimum lengths unless otherwise noted on the structural drawings: 5. The contractor shall be responsible for the design and installation of all metal < in #4 bars: 21"minimum 0 flashing and valley material. ILL #5 bars: 26"minimum 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following cc l'- minimum lengths unless otherwise noted on the structural drawings: #6 bars: 32*minimum FASTENER SPACING W #7 bars: 46 N minimum PER CHART LU #4 bars: 20"minimum NOTE: PANEL MUST EXTEND PAST WINDOW FAR ENOUGH TO a_ #6 bars: 30"minimum 0i 0 - #5 bars: 25"minimum 14.Reinforcement in footings shall be bent around comers or corner bars shall be used. WATERPROOFING: W #7 bars: 35"minimum .- , I ALLOW FASTENER INSTALLATION INTO WOOD FRAMING. (D 15.The contractor shall provide spacers, chains, bolsters, etc., necessary to support 1. The contractor shall be responsible for all waterproofing and flashing IX C-4 0 W U-) ces shall have considerations. 100 reinforcing steel. Support items which bear on exposed concrete surfa (n M 3. Grout all cells containing vertical reinforcement in 6-0" maximum lifts. ends which are plastic tipped or stainless steel. ORIENTATION OF RATED SHEATHING STRUCTURAL PANEL M 6 Z 4. Provide cleanouts per ACI 530.1-05 in the bottom course of masonry W when the wall height exceeds 5'-0". 13- NOTES: WOOD FRAMING: LL 5. Beam reinforcement shall be continuous across control joints. 1) FASTENERS SHALL BE INSTALLED ALONG THE TOP&BOTTOM SYMBOL LEGEND UL 1. All wood framing has been designed in accordance with"National Design Specification OR LEFT&RIGHT SIDES OF PANEL. W Wind-Bome Debris Protection Fastening Schedule Clay Masonry(Brick): (NDS)for Wood Construction,"2005 Edition VIEW DIRECTION for Y,6w OSB or IY32"RATED SHEATHING PANEL (D SECTION IDENTIFICATION 2) THE SPAN OF THE PANEL BETWEEN ANCHORS SHALL NOT 2 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing PORTION OF STRUCTURE WHERE EXCEED 96". Fastener type Fastener sDacinq(inches) 2. All wood members exposed to weather or In contact with masonry, concrete or soil C- Cn Brick, and Hollow Brick, respectively. Grade SW shall be used. shall be treated with an appropriate preservative suitable for the exposure conditions. SECTION IS CUT panel span 2 ft.<panel 4 ft.<panel 6 ft.<panel WALL SECTION 3) MULTIPLE PANELS CAN BE USED TO COVER OPENINGS \LD�� <2 ft. span<4 ft. span<6 ft. span<8 ft. AM SHEET NUMBER WHERE THE SECTION WIDER THAN 48', PROVIDED THE PANEL SPAN DOES NOT - C*4 2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. co 3. If ACID treatment is used on any wood member,then all nailing shall require hot-dipped IS DRAWN EXCEED96" #8 wood screw based LO vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall 8 r c-4 galvanized nails meeting ASTM Al 53, Class C,or ASTM B695, Class 50. If borate anchor w/min.2"emb. in C4 openings greater than 16"in either direction, and shall be spaced no more than 16 16 10 8 (1) ix Cn 36"o.c. and placed within 12"of the openings. treatment is used then galvanizing is not required. 4) PANELS SHALL BE PRECUT AND PRE-DRILLED TO FIT OVER length into wood framing 0 LU co EACH OPENING AND APPLICABLE FASTENERS. Z U- NO CHANGE IN SECTION CO 2 4. Prefabricated wood trusses shall comply with"National Design Specifications (NDS) LOCATION WHERE SECTION WILL CHANGE #10 wood screw based ICU W 3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire Cn Cf) for Wood Construction,"2005 Edition and "National Design Standard for Metal Plate 5) FASTENERS SHALL BE CORROSION RESISTANT. - 5 Q C�o anchor w/min.2"emb. C > CD C5 and shall have a hood embedded in the mortar joint. Sheet metal ties shall 16 16 12 9 0 Connected Wood Truss Construction (ANSI/TPI 1-02)." a =3 Z - 0) C length into wood framing >1 (D - not be less than No. 22 gage by Ye"corrugated and fastened with 1 %" VIEW DIRECTION 6) FASTENERS SHALL BE PERMANENTLY INSTALLED INTO THE CL 0 C: X galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at 1 8 t.-: U) 0 M 5. All trusses shall be designed by the Truss Manufacturers registered Engineer. WOOD FRAMING. !�e = U- ,?A� -SECTION IDENTIFICATION C0 0 0- CMU walls. CROSS SECTION X"lag screw based ,.- < \.�Dl SHEET NUMBER WHERE THE SECTION 00 7) FOR CMU OR CONCRETE CONSTRUCTION,THE FASTENERS anchor w/min.2"emb. 16 16 16 16 0 6. The truss manufacturer shall submit shop drawings and design notes with a registered IS DRAWN 4. Unless otherwise noted on the plans, a 3 1/2"x 3 Y2"x 1/4"steel angle shall be Engineers sea[for approval. Design notes shall include the rated load capacity of the SHALL BE INSTALLED INTO THE WOOD BUCKS FRAMING THE length into wood framing E E used for supporting brick veneer over openings. This angle will not be required truss to truss connectors, and the manufacturers license to fabricate trusses utilizing OPENING. 8 SCALE: for arched windows where brick is self-supporting. If the length of the opening the connector system proposed.The contractor shall approve fabrication and LOCATION OF DETAIL .4 exceeds 6-0"then the steel angle shall be attached to the wood framing with 8) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATER- N/A installation drawings showing size, shape and layout. DETAIL IDENTIFICATION %"x 3"lag screws @ 16"o.c. PROOFING CONSIDERATIONS. 2-1 DETAIL SHEET NUMBER WHERE THE DETAIL 0 DO NOT SCALE 7. Jobsite handling and erection, including temporary bracing, during installation of A IS DRAWN (n 9) PROVIDE PROTECTIVE COVERS FOR PERMANENTLY INSTALLED 2 THIS DRAWING trusses shall comply with TPI/WTCA BCSI 1. SD-1 HARDWARE WHEN SHUTTER IS NOT IN USE. >1 HARDWARE AND ANCHORS: RELEASE DATE: 8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened 04-27-10 VIEW DIRECTION 1. All framing anchors and connectors noted on the structural drawings shall be to their supporting walls or beams with metal connectors as noted in the Truss EXTERIOR FINISH REVISIONS: manufactured by Simpson Strong-Tie or Engineer approved equal. Connection Schedule. ELEVATION IDENTIFICATION 111 P1 I=VATinki SHEATHING--_ SHEET NUMBER WHERE THE ELEVATION 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A, 9. All gable ends shall be balloon framed or braced in accordance with the applicable IS DRAWN FRAMING AT OPENING: or ASTM F 1554, Grade 36. detail as shown in the structural drawings. HEADER SHOWN,STUD, CRIPPLES,OR SILL SIMILAR ED 3. All metal connectors and hardware which are exposed to the exterior or in contact with 10.The Guardrails, Handrails and Guard In-Fill components(Balusters and Panel Fillers) ACID pressure treated lumber shall be Type 316 stainless steel or galvanized per 112 111 : shall be designed by the delegated Engineer.The Product Approval Report and or ASTM Al 53, Class C,or ASTM B695, Class 50. shop drawings shall be approved by the Engineer of Record prior to construction. TRIM III A AIJIL 4. All anchor bolts,threaded rods, and associated hardware located within 11.Provide joist or solid blocking in floor framing at all guardrail and handrail posts. WOOD SCREW BASED DRAWN BY: THREADEDSTUD 1500 feet of the Coastal Control Line(CCL)shall be galvanized per ASTM Al 53, IV IV CMF Class C,or ASTM B695, Class 50 Ye FENDER WASHER(MIN.) CHECKED BY: WINDOW UNIT-----' C 5. Wedge/Expansion bolts shall be"Power Stud/Rawl Stud"by Powers Fasteners W WJD Rawl, "Trubolt"by ITW Ramset/Redhead, "Wedge-All"by Simpson Strong-Tie,or LM Indicates additional requirements for structures located within 1500 feet of the 346'OSB OR'%Z RATED- SHEET: SHEATHING PANEL Engineer approved equal. Coastal Control Line (CCL). 6. Anchor adhesives shall be either Epoxy-Tie SET or Acrylic-Tie AT by Simpson LO Strong-Tie and installed according to the manufacturers instructions. Holes shall be 0 cleaned of all debris and brushed out prior to installation of anchor adhesive VERSION:11-09 > 7- Z,- - ............ TYPICAL EDGE STRIP(5) MULTI-PLY ENGINEERED BEAM(LVL or PARALLAM)CONNECTION(U.O.N.): 6 35 (2)PLY I Y4r WIDTH BEAMS- (3)ROWS-0.131-x3Y4'NAILS@ 12-O.C. 0 TYPICAL INTERIOR ZONE(4) (3)PLY 1 YeWIDTH BEAMS- (3)ROWS-0.131"x3k NAILS@ 8-O.C.(APPLY EACH SIDE) .... .. .... Lu Q (4)PLY 1 Y4'WIDTH BEAMS- (3)ROWS-SIMPSON Y4'x 6-SDS SCREWS@ 12-O.C.(APPLY EACH SIDE) NOTES: E 1) SPACE NAILS OR SCREWS 2'FROM TOP AND BOTTOM OF BEAM AND CENTER THIRD ROW IN BEAM .0 Lu M 0 2) MINIMUM MATERIAL SPECIFICATIONS: E=1,900,000 psi Fb=2600 psi FcZ 750 psi Fv=285 psi LL z 16"x 16"CMU COLUMN WITH(4)#5 VERTICAL REINFORCEMENT. (2)2x12 POR H HE PIC L1 X INSTALL PA23 EMBEDDED STRAP AT TOP OF 0 cn COLUMN TO ANCHOR WOOD BEAM. HUC41 0 HANGER WITH G I(SEE DETAIL'Q'ON SD-3) :9 (8)Y4'x 2 Y4'TITEN SCREWS 0 LL z 0 Lu WIND PRESSURES ON WINDOWS, DOORS & low LLJ 2x12 FLOOR JOIS @ 16-O.C. ............ ............ . SOFFITS (psf) cc D AREAOIFOPIENINIG EDGESTRIP(6) INTERIO ZONE 12 0 Pos Neg Pos Neg cf) 2x12 LEDGER WITH(5) >N B 0 to 20 sf 37.1 37.1 -40.� cc NAILS @ 16-O.C. - - -0 20.1 to 50 sf 35.5--46.2 35.5 -38.6 -0 CNI EACH WEB VERTICAL) o 100 sf 33.5 41.8 33.3 -W.4 100.1 to 200 s 31.41 38.6 31. -34. 29.81 -35.2 29. -31 1200.1 to 500 sf I cc Z HUC41 0 HANGER WITH ISoffit Design Pressure 37.11 -49 3 ........................... ............................ . I - (8)Y4'x 2 Y4'TITEN SCREWS ik All a . ............ .............. .......... Base Design Pressure 1 31.40 GCpi 0.18 .2 j UB ... 4) > Lu DESIGN LOADS DEFLECTION CRITERIA ev 0 L]Ij z _j Lu 0 B FLOORS FLOORS CARPET OR WOOD FINISH zi Ix LIVE LOAD > LIVING AREAS: 40psf LIVE LOAD: U480 TOT&LOAD: U240 EXTERIOR BALCONIES: 60psf cc ...... EXTERIOR DECKS: 40psf .............. ........................... ..................... ......... DEAD LOAD TILE OR BRITTLE FINISH LLI LIVE U600 402 CARPET OR WOOD FINISH: 15psf NOTES: TILE OR BRITTLE FINISH: 20psf TOTAL LOAD: U360 0 0 a) U) cno E CONSTRUCTED OF 8"CMU WITH Lo 1) ALL FIRST FLOOR EXTERIOR W&LS SHALL B ROOFS ROOFS cc 6 LIVE LOAD: U240 E z All #5 VERTICAL REINFORCEMENT @ 48-O.C.,INSTALLED AT EACH SIDE OF ALL LIVE LOAD CC) cc OPENINGS,AND INSTALLED AT EACH CORNER. ALL EXTERIOR WALL PLATE TRUSS TOP CHORD: 20psf TOTAL LOAD: L11 80 C,6 uj Lo a- HEIGHTS SHALL BE V-1 Y2'-U.O.N. TRUSS BOTTOM CHORD: 1 Opsf (SEE SHEETS SD-2 AND SDI-3 FOR DETAILS) CONVENTIONAL RAFTER 20psf WALLS cm U- 0 CONVENTIONAL CEILING: 20psf, BRITTLE FINISH WIND LOAD: U240 Z um, LL R BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 DEAD LOAD 0 2) ALL FIRST FLOOR INTERIO i.� M . .......... ........................... ............................ . TRUSS TOP CHORD: 0 ........ : - SPF No.2 STUDS @ 16*0.C.FOR PLATE HEIGHTS UP TO 9'-lV2'-U.O.N. -0 ZD ................................. ..... JL ........... : == == - SHINGLE- 7psf FLEXIBLE FINISH: W z ........... WIND LOAD: U120 '& ......... . TILE- 15psf z 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"BRITTLE"(STUCCO)-U.O.N. (4)2x6 BUILT-UP TRUSS BOTTOM CHORD: 5psf NOTIFY ENGINEER OF ANY VARIATIONS POST(MIN.) CONVENTIONAL RAFTER: SHINGLE- I Opsf P� Lo TILE- 20psf C14 B (2)2x10 HEADER CONVENTIONAL CEILING: I Opsf 42 z 0 cc _r�f I LLI 1K 0 DESIGN CRITERIA: z 12 Lu . ............... .............. .............................................................. BUILDING CODE:2007 FLORIDA BUILDING CODE, RESIDENTIAL u- .............................................................. ................................................ . . 0 Z LLJ LL WIND DESIGN METHOD:ASCE 7-05 BASIC WIND SPEED: 120 mph BUILDING CATEGORY: 11 U) U- B w P a) WIND IMPORTANCE FACTOR: 1.00 LILI 4) A WIND EXPOSURE:C L) SOLID \,�-5 uj RN D) ��-5 ENCLOSED STRUCTURE -(OPENING PROTECTION REQUIRE I- ER cn JgL4 BUILDING CLASSIFICATION:RESIDENTIAL w C-4 0 Lu Lo PE:TYPE V CONSTRUCTION BUILDING TY cn (2)2x6 BUILT-Up LIL POST(MIN.) HGUS4`14 cc 6 z uu Q_ uj -J u- u- UJI ........... �D W ................ ................. C�o A co :* Lo ................. 8 co to .. .............. ;� M co ................. co C> Ld co W 04 cn HGOM14 =5 ................. 0 > (2)2x6 BUILT-UP--,," 0 (D POST(MIN.) C/) o 8 ��e I-- Lj_ 3:: c/) a_ ig -r- TELLEGEND: co GARAGE DOOR SHALL BE RATED FOR A GARAGE DOOR SHALL BE RATED FOR A CONCRETE MASONRY LIN 'o E MINIMUM DESIGN PRESSURE OF ...... E MINIMUM DESIGN PRESSURE OF B LINTELS OVER MASONRY OPENINGS SHALL BE PRECAST CONCRETE, B 31.7 psf 31.7 psf SCALE: "CAST-CRETEO"OR EQUAL.ALTERNATE:"POWERS STEEL"LINTELS MAY 42 BE USED-(U.O.N.) Y4" = V-0" (IJI.O.N.) LUS210(TYP-) DO NOT SCALE THIS DRAWING B 8F16-1B-(SEE DETAIL'K"ON SD-2) .... ..... ..... ALTERNATE:"POWERS STEEL"MODEL 8PS2.5-16C-L2 RELEASE DATE: 2x12 LEDGER WiTH 5 04-27-10 8F8-1 B-(SEE DETAIL'K"ON SD-2) NAILS @ 16-O.C. EACH WEB VERTICAL) ALTERNATE:"POWERS STEEL"MODEL 8PS2.5-8C-L2 REVISIONS: __ft 11 11 Ir 91 a) 2x12 FLOOR JOISTS @ 16"O.C. uj t E) 16"x 16*CMU COLUMN WITH(4)#5 VERTICAL 0 REINFORCEMENT. WOOD FRAMED HEADER LEGEND: t:= INSTALL PA23 EMBEDDED STRAP AT TOP OF 2 2P I COLUMN TO ANCHOR WOOD BEAM. DENOTES SIZE II(SEE DETAIL"Q"ON SD-3) OF HEADER DRAWN BY: CMF (2) H ER .1= 33 G CHECKED BY: c" DENOTES QUANT ENOTES QUANTITY c: WJD WIND-BORNE DEBRIS PROTECTION REQUIRED: ITY Lu OF CRIPPLES OF KING STUDS 0) EET' mo HE WIND-BORNE DEBRIS REGION AND OPENING PROTECTION M THIS STRUCTURE IS LOCATED IN T NOTE: QUIRED. STORM SHUTTERS OR IMPACT RESISTANT GLASS SHALL BE PROVIDED FOR ALL ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM :c WALL LAYOUT FIRST FLOOR to GLAZED OPENINGS. CONSTRUCT SHUTTERS PER THE DETAILS ON SHEET S-1 OR USE (2)2xi 0 No.2 OR BETTER SYP,INSTALL MINIMUM(1)CRIPPLE AND 0 0 ALTERNATIVE SHUTTERS W11TH"FLORIDA PRODUCT APPROVAL". (1)KING STUD AT EACH HEADER(U.O.N.) C14 S �2 ---------- LL Fb"=�2600 ps� FC2 7 4 si f pi FV 285 psi 6"x CMU C TH 4 E]RTICA L EINFORCEME TA A [F[IN 2 N W' S V 6 S ILP 3E )DED TRAP AT Top OF COLUMN To� WOOD BEAM. (S T IL C EE DE A !,D=3 1�86 4 5 15 2 __ o ig 6 -40.2 'AM ^A CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS CC N ui co ca cy) M C) Span Tables for No.2 SYP Rafters z No Ceiling Load-20 psf LL,I Opsf DL ca 0 SIZE 12"o.c. 16"-O.C. 24"o.c. C" 2x6 IT-0" 15'-1" 174" ui IM —2x8 ___P2-_5" —19'-5" —16-10" 1 (D —2xl 0 ---f6T0*____f3'_-_2_" _1" 75 Span Tables for No.2 SYP Rafters-No Ceiling Joist- with Drywall Ceiling-20 psf LL,15 psf DL E NOTES: 'i NOTES: 12"o.c. 16"ox a SIZE 24 o.c. .2 uj cn NOTE: 1) ALL THIRD FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF No.2 2x10 24'-10" 21'-6"— 17'-6" 11M EACH EXTERIOR POST SHALL BE TREATED 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF No.2 STUDS @ 16-O.C.FOR PLATE HEIGHTS UP TO 8'-1 Ye'-U.O.N. 2x12 29-T 25'-2" 2V-6" ca 44 POST ON ABU44-Z POST BASE.STRAP 0 POST TO BEAM ABOVE WITH(2)H6-Z CLIPS. STUDS @ 16-O.C.FOR PLATE HEIGHT OF 10'-1 X8'-U.O.N. Span Tables for No.2 SYP Ceiling Joist D WITH 20 TYPICAL ALL POSTS-(U.O.N.) 2) ALL THIRD FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTE 20 psf LL,10 psf DL SEE DETAIL"U"ON SHEET SD-3 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 1 V-1 Ye-U.O.N. SPF No.2 STUDS @ 116"O.C.FOR PLATE HEIGHTS UP TO 8'-1 Ye'-U.O.N. SIZE 12"o.c. 16"o.c. 24"o.c. z 2x4 9-100 8'-11" T.8' 0 3) THE THIRD FLOOR EXTERIOR WALL FINISH IS'FLEXIBLE'(SIDING)-U.O.N. x 3 SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE'(SIDING)-U.O.N. 2x6 16-6" 1 V-0" f2—)!x_1 2_F0_RC9_H_UDrR(TTYP71AL—) — — NOTIFY ENGINEER OF ANY VARIATIONS. —2x8 ---ro-_1" 17'-5" 14'-2" NOTIFY ENGINEER OF ANY VARIATIONS. 2x10 20'-9" 17'-0" 7= 7�v z Lu 2 x�1'2' —16--f-0_r —2 4 4 19_-A-' M < SD-4 0 III Span Tables for No.2 SYP Floor Joist U) SBS z 40 psf LL,10 psf DIL Is I F 0 Lu ....... SIZE 12"o.c. 16"o.c. 24"o.c.-- uj 2x6 9.-8. 81-10, T-8" 9x8 12'-10" 1V-2" CL 0� 2x10 712 BLOCK SOLID AT ut iv-11- ___R51_-4' z 0 cl) C14 2x12 FLOOR TRUSS UNDER _U�_T_J1230 >W ROOF POST FROM ABOVE r_l"e* _�J 1-2 3_0 —24t-I 29-tj cc POST FROM VALLEY CN Roof Framing Notes: /-V-v-, DOWN TO BEARING WALL 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT.SYP U) 2. ALL RAFTERS SHALL BE 2x10's it 24"oc.(U.O.N.) cu z (D 3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIPS j j < uj -NAIL .............. . 4. FASTEN ALL RAFTERS AT RIDGES WITH COLLAR TIES.FACE 2C COLLAR TIES TO RAFTERS WITH(5).131"x 3%ff NAILS. (_D (3)2x6 BUILT UP :r �_UJ ca LLj POST MIN. 5. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WITH(4) z W BM7 .131 wx 3Y46 TOE-NAILS. W 0 6. ALL RIDGES,HIPS,AND VALLEYS SHALL BE(1)NOMINAL SIZE LARGER 4) zi \\-WALL BUILT OVER THAN ADJOINING RAFTERS.(U.O.N.) . ....................................................... F21 TRUSS BELOW 7. FASTEN RAFTERS TO CEILING JOISTS WITH(4).131wx 3Y4'NAILS. -9 ****­­­'­*­"­­..."*"*"*...::::::�::... W 4� uj 8. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH(3) SOLID (3)2x6 BUILT-UP LU C14 CORNER POST(MIN.) 0 C14 .131"x 3Y4"TOENAILS. ............................................. 0- c*4 . .................... i� I I : : M 9. FASTEN ALL HIPS AND VALLEYS TO PLATES WITH(2)SIMPSON MTS12 R - ........... ............................ Z LL' .................................. 00 TWIST STRAPS WITH(7)10d x I Y2"NAILS EACH END OF STRAP. 0 0 C�o a) cl) CD cli C14 LO cu 04 ........ ................................ . E co z .......... ................... . IR4- cc co C6 W u") a- ....................... a) >- LL . ....................... . I= 0 Lu ca LL_ ....................... ....................................................... . . .................. . ........ . . ....................... . . .......... . . ..... ..................... (3)2x6 BUILT-UP 0 (3)2x6 BUILT-UP .................................................................................. POST(MIN.) POST(MIN.) CL (3)2x6 BUILT-UP (3)2x6 BUILT-UP __A36_ .................. 0 ........... ................. ............... POST ALIGNED WITH W POST ALIGNED WITH : : . ..................................................... ..................................... ............... . T36 ABOVE. ii S? T36 ABOVE. BRACKET t(-2)2x10 HEADER INSTALL SOLID BLOCKING INSTALL SOLID BLOCKING (SEE DETAIL'P`bN SD-3) >_ C-4 \,,��% � 111 ...--* T CD BETWEEN FLOORS. BETWEEN FLOORS. ca W SEE WINDOW SEAT ...... ........ C" DETAIL"Am ON SD-2 z ........ 3r CL Lu .......... . ........ . . _j *. . ....................... cc _j LL > .............................. _-A38— BM11 ................ ...... 2x10 STUDS . ......... (3)2x4 BUILT-UP . ........ LL_ POST(MIN.) C14 cu ji (D t�A S-5 0 W -------------------------- k,�-5 a_ .............. ........................ . . . ............ M 200 C-4 ................................... ................................ ................................. W L0 0 (D ...................................... _j cn (j)2A BUILT-UP LL_ co Lu FbSi(MIN.) en = ca 6 C> Z SEE DORMER 2x6 RAFTERS @ 24'O.C. ca cm W Q_ . . . ........... 5 ..... A DETAIL"B"ON S_ ............ ................. : ................. U- . ................. . LL ................. LL 120 W ................. W A: ............ ................. ........... ......... ...... . 02 I .."'I inr.,F- II i lill i .............. If — 10'. — 11 : 1111 ................. i r .. ............... OVERFRAME OW SEAT ................. SEE WIND 00 ... ............. 2x6 RAF*T'ERS LO ............... DETAIL W ON SD-2 ................. ................ A= LLJ _j 0 Z U- ............... cl) .............. co /-(3)26. Lu 00 to 9 BOILT-Up C=) (2)zxi u cu — POST(MN.) 2 6 2C 2K .. .............. I > — — — —— —— —---- Z — —— —— —— —— —— W4.x823IEEL3EAkL_ 200 STUDS : : - � .t.....'.. ..o............ 0 >< cn . . . . ............ . — —— —— —— —— — 8 u- 3: CO a- 17—ir_r_T_I T T 1-7 Q r_r_ rin)f 1 lum �–ZS I ttL UVLUMN SHEARWALL LEGEND: 00 (SEE DETAIL W ON SD-3) (SEE DETAIL W ON SD-3) 0 144, E vv-- E SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER 8 SCALE: Yle OR'Y32'RATED SHEATHING,EXPOSURE 1.FASTEN U) )/4" = V-0" (LI.O.N.) 01 10 Q WITH 0.131'x 2Y2'NAILS @ 6-O.C.ON EDGES AND 12-1 DO NOT SCALE ........ .... ... ... .... ...... ..... ............. 12"O.C.ON INTERMEDIATE SUPPORTS. ........................................ SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER THIS DRAWING SBS RELEASE DATE: SBS (SBS ui 12 rv—v%\ in I I - Yie'OR'Y32'RATED SHEATHING,EXPOSURE 1.FASTEN W /OV-V"N 6 21 1 1 04-27-10 3)2x12 HEAD R �7 x 0 WITH 0.131'x 2 Xr NAILS @ 3-O.C.ON EDGES AND tj IjIM 12"O.C.ON INTERMEDIATE SUPPORTS. REVISIONS: 00 2x12 FLOOR JOISTS @ 16"O.C. Ill 21H SHEATH BOTH SIDES OF INDICATED SHEARWALL AND NAIL lip 04 —11 WITH DENOTED PATTERN. IIE BLOCKING. uj ill ill Lill NOTE:BLOCK ALL UNSUPPORTED EDGES WITH 2x4 FLAT WISE F ill DORCH ER (3)2x WOOD FRAMED HEADER LEGEND: (2)2x12 PORCH HEADER(1T`YPI DENOTES SIZE OF HEADER DRAWN BY. NOTE: NOTE: CMF 2 _HEADERA EACH EXTERIOR POST SHALL BE TREATED EACH BALCONY POST SHALL BE TREATED C K a) 6x6 POST ON ABU66-Z POST BASE.STRAP 6x6 POST STRAPPED TO FRAMING BELOW ?D- CHECKED BY: POST TO BEAM ABOVE WITH(2)H6-Z CLIPS. WITH MSTA36-Z STRAP.STRAP POST TO DENOTES QUANTITY ENOTES QUANTITY WJD TYPICAL ALL POSTS-(U.O.N.) BEAM ABOVE WITH(2)H62 CLIPS. OF CRIPPLES OF KING STUDS SEE DETAIL"U"ON SHEET SD-3 TYPICAL ALL POSTS-(U.O.N.) SHEET: NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM WALL LAYOUT THIRD FLOOR LO WALL LAYOUT SECOND FLOOR (2)2X8 No.2 OR BETTER SYP.INSTALL MINIMUM(1)CRIPPLE AND C) (1)KING STUD AT EACH HEADER(U.O.N.) 04 S �3 vI OT A S E L T S L U S D E S C 0 F[F��QTEI* 1) ALL THIRD FLOOR TERIOR WALLS SHALI STU S r 6jr n '.O.0 FOR PLATE HEIGHTS Up PIC L IL O'TS�H(EQ�3.� 2 FFAE fiSWEEDETA L�U��ON ) LLS CO SPF N0.2 3) THE SECC NOTIFY El -I- t T t T ........... a HEADER). ....4 2K ...7r C14 __7 -- ---------- ui (o THREADED ROD LEGEND: a co cv) 2 0 Ye THREADED ROD FROM FOUNDATION TO DOUBLE I .11 M o PLATE.(4-MINIMUM EMBEDMENT REQUIRED) co 0 Ye THREADED ROD FROM BOND BEAM TO UPPER FLOOR DOUBLE PLATE.(4-MINIMUM EMBEDMENT REQUIRED) uj Ep HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE E Y8'THREADED ROD FROM BOND BEAM TO DOUBLE PLATES OVER FLOOR TRUSS NOTE: EACH EXTERIOR POST SHALL BE TREATED 06 4x4 POST ON ABU44-Z POST BASE.STRAP POST TO BEAM ABOVE WITH(2)H6-Z CLIPS. TYPICAL ALL POSTS-(U.O.N.) Z SEE DETAIL'U"ON SHEET SD-3 0 (D ui rV-v***% IHIHDQ14 HHDQ14 U) _.,'�H'OLDOW� HOLDOW 0 0 p- 0) (0) -0 no -:@oc z 0 Lu LLJ %,�4 cu SDS Y4'x 4 Y2'SCREWS cx AT EACH FLOOR TRUSS -2 cf) cc UJ /-V-V,\ H8 CLIP -0 CN cc "�1-13 CLIP uj j . ....... ............................................... . SEE DETAIL"FF"ON SD-31 VPORCH HEADER 0 6TT2-Z HOLDOWN R HHDQ14 -4; x W 10 Lu �H O�L D 0 WNN '72-Z HOLDOWN CTION THRU PORCH BEAM A� SE AT SIL �ATT SILL L ........... LLI BM7 0 12 -�4 z Lu 0 ............ . CL HT AT 0 ................................................ S24 THREADED ROD ASSEMBLY 49 0 BEAM cu ................................................ ................ TS24 AT NUT&2'xYeWASHER BEAM SECOND FLOOR SOLE PLATE CL Li ...... ................. ........ z FLOOR SHEATHING 0 cn 0 r- ................................................ ...... . W c) CL Lo 7" ....... .............. . E co >1 z FLOOR JOIST(AS NOTED) a V%q�r F5 T-I ca 00 uj uj FIRST FLOOR DOUBLE PLATE Lo ....................... . 0 . ....................... . >- LL cm 0 co j ............................ DETAIL OF ROD THROUGH FLOOR SYSTEM _c_- u- ....................................................... . . .................. z m ....................... . ................................. o...................................................... ........................... ---A36— cx Q4Z ..................................................... .......................... (D .. ...................... .......................... . NUT WITH 3'x 3'x Y4'WASHER Lu ALTERNATE:SIMPSO TS24 AT HTS24 AT N LBPS Y2 CL Lo SLOTTED WASHER WITH I"CUT TRUSS TRUSS N C) WASHER. m 0*) cn w UPPER PLATE ............ . THREADED ROD(I.I.O.N.) .......... . *............. . .......... �o I w .......... . . . .......... CENTER ROD WITHIN DOUBLE PLATE �a ......................... C LL CL BM11 --A38— ...................... 0 (a LL OPTIONAL-THREADED COUPLING Lu MINIMUM DEPTH OF THR < EAD IS Y2' -'-H8 AT MTS12 AT-Z POR EACH ROD.) TRUSS TRUSS u- ........ NUT WITH 2'xY8'WASHER ca 0 SILL PLATE U-1 0 EMBED INTO BOND BEAM w . .......... iE ......I:*::'':::: . . . WITH ANCHOR ADHESIVE ............... ......... ............ ..................................................................................u... & CENTER ROD WITHIN SILL PLATE ................ ..................... 04 0 Lu Lo 0 NOTE: m c HOLE SHALL BE CLEARED OF ALL cc M 6 DEBRIS AND BRUSHED OUT PRIOR z TO INSTALLATION OF ADHESIVE. w ................. ................. FF ................................................. SD-3 LL ................. MINIMUM 7"EMBEDMENT INTO cm ................. CONCRETE(OR AS NOTED) LL 0 ........... 10) ................. . u- w ................. ................. THREADED ROD ASSEMBLY WITH ADHESIVE ANCHORAGE �D ............�:.... .. ................. ................. .......... . ................. .. ................. ................. ................. co U-) ................. r C4 C*4 C> 2 Ae WASHER a) c� qt ................. ................. C'� C--) '5 Lu Ys"x 6 Y4'TITEN HD ROD COUPLER LL. co ................. ................. ...... . TSi2il AT P w co cc................. Co C*4 7j-D .. ................. Q RODTHRUTOP -- -- -- ---- - G) L9 -- -- -- -- -- -5TEELBF > % . ................. 0 ............ . FLANGE OF BEAM -- -- -- - -- -- -- -- -- cx o a x cn o w —— —— —— —— —— —— —— —— — U) C-) CL co 0 E THR DED ROD ASSEMBLY ANCHORAGE ALTERNATE SCALE: HHDQ14 HHDO14 HHDQ14 HqLD WOW HOLDOWN Y4" = V-101" (LI.O.N.) ....... .. ..... 0 2: DO NOT SCALE ro ................... . ............................ ................ :Al NUT A THIS DRAWING fiv� SIMPSON LBPS X2 SLOTTED WASHER RELEASE DATE: Al 1"CUT WASHER. 04-27-10 co Al A THREADED ROD(U.O.N.) REVISIONS: lip \.�4 ALTERNATE WASHER DETAIL _7=1 2) Q) -0 U) -- - - - - -- - - -- - - - -- -- -- -- --- DRAWN BY: NOTE: NOTE: CIVIF EACH EXTERIOR POST SHALL BE TREATED EACH BALCONY POST SHALL BE TREATED (D 44 POST ON ABU44-Z POST BASE,STRAP 6x6 POST STRAPPED TO FRAMING BELOW IF CHECKED BY: POST TO BEAM ABOVE WITH(2)H6-Z CLIPS. WITH MSTA36-Z STRAP.STRAP POST TO TYPICAL ALL POSTS-(I.I.O.N.) BEAM ABOVE WITH(2)H6-Z CLIPS. WJD SEE DETAIL wU ON SHEET SD-3, LL POSTS- DO, TYPICAL A SHEET: co THREADED ROD LAYOUT SECOND FLOOR THREADED ROD LAYOUT THIRD FLOOR Lo S �4 .......... .......... -------------- ------ -------- .......... ........ ------------- ------ ------ 04 (3 ui CD co ce) C:) co 0 -7) 2x10 RAFTER E 2x6 COLLAR TIE (SEE FRAMING NOTES) Lu TRUSS B39(3-PLY) TRUSS A37--,,, co TRUSS D42 4) (BEYOND) 4) 12 LD cm 0 z 0 Lu Lu 2x10 RAFTER (2)ZXjUbYVlfZUVU0LtrLAlt— 'ROW ca M. 0- 1- '2 .1 WALL BEYOND j 8 —0 12 U) C4 ca Z w w 0 a Lij z %.: —i Lu 0 4) > 'Y32'RATED SHEATHING,EXPOSURE I a) CL 0 FASTEN WITH 0.1 13"x 2 V RING SHANK A NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. a_ J? Z z 011- U) CD 16"FLOORTRUSS E >1 U5 c: cij uj ca Lo 4z >- LL 0 Z LLJ m LL GYPSUM BOARD 0 8 z 0 (2)2x6 SYP#2 DOUBLE PLATE(I.I.O.N.) -8 0 Lu GYPSUM BOARD Lo > �LLJ U�j z 'IGO [2 Lu 7 u- 0 _j _j THREADED ROD ASSEMBLY(SEE LAYOUT) ca LL Z LLj tm Me RATED SHEATHING,EXPOSURE I LL cn FASTEN WITH 0.131"x 2 V THREADED ROD ASSEMBLY ca NAILS @ 6-O.C.ON EDGES AND 4) (SEE LAYOUT) a w 12"O.C.ON INTERMEDIATE SUPPORTS.(U.O.N.) (D UJI Yie RATED SHEATHING,EXPOSURE I a) 2x6 SPF 92 STUDS @ 16-O.C.-U.O.N.(SEE WALL LAYOUT) a_ FASTEN WITH 0.131"x 2 Y2' 2x6 SOLE PLATE(U.O.N.)NAIL TO RIM NAILS @ 6-O.C.ON EDGES AND C-4 BOARD @ 6-O.C.WITH 0.131'x 3 Y4'NAILS 12*0.C.ON INTERMEDIATE SUPPORTS. 0 LLJ Lo (U.O.N.) DOUBLE RAFTERS AT C/) M DORMER WIDTH OF 2 Y32'RATED STURD-1-FLOOR(T&G)SHEATHING GLUED LL_ __j co AND NAILED.FASTEN WITH 0.131'x 2 Yf RING SHANK 2x10 SPF#2 STUDS @ 16"O.C. =3 6 ,4 (2'-6) m Z @ 6-O.C.ON EDGES AND 12-O.C.IN THE FIELD. U.O.N.(SEE WALL LAYOUT) TRIPLE RAFTERS AT ca Lu THREADED COUPLING DORMER WIDTH OF AS REQUIRED (V-V) cm u- S U- 160 FLOOR TRUSS DOUBLE HEADER(U.0. 12 Lu 2xiO TREATED SILL PLATE _0 TOENAIL DOUBLE rO RAFTER 0) GYPSUM BOARD WITHV2'x 8'HDG ANCHOR BOLT 'x 3 Y4'NAILS cn WITH MIN.(6)0.131 RIM BOARD(WOIST OR SAWN JOIST) & 2'xY8'WASHER @ 24-O.C. 2x4 COLLAR TIE(TYP.) cn NAIL JOIST TO PLATE WITH(2)0.131'x 3 Y4'TOENAILS 8xl6 CMU BOND BEAM WITH 04 (1)#5 CONT.TOP&BOTTOM NAIL RAFTER TO RIDGE wl c*4 co 2x8 TREATED SILL PLATE WITH Y2'x 8'HDG GROUTED SOLID(U.O.N.) CL Lo (3).131"x 3"TOE NAILS(TYP.) 0 V. ANCHOR BOLT& 2'x V WASHER@ 24-O.C. 8'CMU WALL WITH 7w FURRING c%j REINFORCEMENT IN GROUTED 2x8 RIDGE BEAM Lu C6 THREADED COUPLING AS REQUIRED = U_ co CELLS AS NOTED LU 8 cn TOENAIL RIM BOARD TO PLATE WITH (U.O.N.) 2x6 RAFTERS @ 24"oc.(TYP.) U) _j 04 Z Q > O.l3l'x3Y4'NAILS @ 8-O.C. (2)2x4's 8xl6 CMU BOND BEAM WITH(1)#5 CONT.TOP& 0 x 8 0 cc BOTTOM-GROUTED SOLID(I.I.O.N.) u- DOUBLE PLY BLOCK BETWEEN cl) 8"CMU WALL WITH REINFORCEMENT IN GROUTED CELLS RAFTERS(MATCH RAFTER SIZE) _s9 00 AS NOTED "tt 0 INSTALL 2x4 BLOCKING AS E (U.O.N.) REQUIRED FOR SHEATHING E 8 SCALE: ATTACHMENT AT DORMER PERIMETER Y4" = V-0"(LI.O.N.) DO NOT SCALE THIS DRAWING MINIMUM 25'LAP(TYPICAL) H25A CLIP(TYP.) RELEASE DATE: MINIMUM 25'LAP(TYPICAL) 04-27-10 d 2x4 NAILER OVER MULTIPLE PLY RAFTER.NAILED WITH REVISIONS: I —-—-—-—-—- (2)16d NAILS@ 6-O.C. f# NOTE: INSTALL 316"OSB RATED SHEATHING ON DORMER WALLS-SHEATHING SHALL BE CONTINUOUS FROM m: LOWER PLATE TO UPPER PLATE. NAIL @ 6-O.C.ON EDGES AND 12"O.C.IN FIELD WITH 0.131"x 2 Y2"NAILS. DRAWN BY: CIVIF S CHECKED BY: DETAIL -DORMER WJD Lu SECTION I.. -�5 SHEET: '--.�-5 Lo S �5 21 y­�,�g­ . ......... ------- C%4 Lu (o CD c1r) C) z 0 uj F_ A -8 VERTICAL REINFORCEMENT AS w 75 NOTED ON WALL LAYOUT (1)#5 DOWEL AT VERTICAL E 4"CONCRETE SLAB WITH 6X6 2)�_STUDS @ 16"O.C.(U.O.N.) REINFORCEMENT LOCATIONS WlAxl.4 WWF OR FIBERMESH N 2x TREATED SILL PLATE (HOOK 8'INTO SLAB) uj FL F A 8"CMU WALL(SEE TYPICAL (SEE TYPICAL WALL SECTION I I 1 11 1 FOR ANCHORAGE) WALL SECTION) M 4 CURB HEIGHT VARIES 4 CURB HEIGHT VARIES :IT. ----------- ONCRETE SLAB WITH 6X6 Ll 4'C 4"CONCRETE SLAB WITH 6X6 3: VAPOR BARRIER OVER 4"CONCRETE SLAB WITH 6X6 W11.41.4 WWF OR FIBERMESH WlAxl.4 WWF OR FIBERMESH I REATED AND COMPACTED FILL Wl.4xl.4 WWF OR FIBERMESH 12 E'D­ C/3 cl- cl) X GRADE co !? /,T > rwilw-ORCEMENT(AS NOTED) 4 40 4* c: GRADE 4�A \x 8"CMU STEMWALL WITH(1)#4 @48-O.C. VAPOR BARRIER OVER A VAPOR BARRIER OVER TREATED :9 VAFUR BARRIER OVER TREATED 0 AND IN EACH CORNER. TREATED AND COMPACTED FILL AND COMPACTED FILL AND COMPACTED FILL r2 FILL CELL SOLID AT EACH#4 REBAR. LF__ z HOOK REBAR 12"INTO SLAB AND 6'INTO ui 0.0 M%AE r-r%Kl (3)#5 CONT. 0 onk me ui /\\X1 FOOTING. (AS NOTED) REINFORCEMENT(AS NOTED) Lmj UJ (2)#5 CONT. W z (CMU WALL) SECTION PAD FOOTING AT PORCH THICKENED EDGE rj_**llN SECTION BEARING STEPDOWN (WOOD FRAMED) SECTION BEARING STEPDOWN 0 cn SECTION - PAD FOOTING AT PORCH STEMWALL SD-1 rA SECTION NOT USED D�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT —0 ENGINEER FOR ADDITIONAL REQUIREMENTS, a REINFORCEMENT LOCATIONS AS cc z NOTED ON WALL LAYOUT z VERTICAL REINFORCEMENT AS (1)#5 DOWEL AT VERTICAL > j NOTED ON WALL LAYOUT REINFORCEMENT LOCATIONS 0 w uj 8"CMU WALL(SEE TYPICAL (HOOK 8'INTO SLAB) cc REINFORCEMENT LOCATIONS AS LL i:-: ui WALL SECTION) 4"CONCRETE SLAB WITH 6X6 0 WlAxl WWF OR FIBERMESH NOTED ON WALL LAYOUT 6i z 4"CONCRETE SLAB WITH 6X6 Lu 0 :3 WlAxl.4 WWF OR FIBERMESH (1)#5 DOWEL AT VERTICAL F CL REINFORCEMENT LOCATIONS 7 ------------------ R TREATED A POR BARRIER OVER (HOOK 8-INTO SLAB) J- VAPOR BARRIER OVE 3: N //\YY/\,I REATED AND COMPACTED FILL 4'CONCRETE SLAB WITH 6X6 N� LLJ AND COMPACTED FILL AS NOTED_ 4w CONCRETE SLAB WITH 6X6 GRADE Wl.4xl.4 WWF OR FIBERMESH GRADE WlAxl.4 WWF OR FIBERMESH z 0 z A'� 1 Z5 8"C U STEMWALL WITH(1)#5 \Y/\ REINFORCEMENT(AS NOTED) GR�E x 5 / , -6 t�" -i —7 _ .7 U) CD D EL @ 48"O.C.AND IN EACH CORNER. CL Lo 8"CMU STEMWALL WITH(1)#4 @48-O.C. tIER OVER cc 6 FILL CELL SOLID AT EACH DOWEL. N E CID AND IN EACH CORNER. D COMPACTED FILL z REBAR 8"INTO FOOTING. Ix, VAPOR BARRIER OVER HOOK < LU FILL CELL SOLID AT EACH#4 REBAR. TREATED AND COMPACTED FILL Lo a- HOOK REBAR 120 INTO SLAB AND 8"INTO FOOTING. (AS NOTED) REINFORCEMENT(AS NOTED) 79 > u- 6 8N (1)#5 CONT. m cr_ 0 (2)#5 CONT. c: Z Lmu _1 2'-Ow (3)#5 CONT, 0 4 'a /0"N� 0 SECTION PAD FOOTING AT PORCH THICKENED EDGE rK SECTION THICKENED EDGE 0. z STEMWALL rF SECTION PAD FOOTING AT PORCH STEMWALL \ZD-1 8 rB SECTION D�4 NOTE: IF STEMWALL HEIGHT EXCEEDS 48'CONTACT 0/ 0) D�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48'CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS, Lu ENGINEER FOR ADDITIONAL REQUIREMENTS, Lo 04 Zll CJ F SHOWER AREA cr) cn 12 - —---------- 8"CMU STEMWALL u- co =� u- cc FORM EDGE Z ui PLAN VIEW ILL VERTICAL REINFORCEMENT AS 4) LLI U) 4) NOTED ON WALL LAYOUT ui 0- 8'CMU WALL(SEE TYPICAL 0 WALL SECTION) C-4 3'MAXIMUM OVERHANG(OPTIONAL) 0 Lu u') 8"MIN. H. (1)#4 CONT. 4"CONCRETE SLAB WITH 6X6 cn ILL. HEIGHT OF CURB VARIES WlAxl.4 WWF OR FIBERMESH cc z 4"CONCRETE SLAB WITH 6X6 w jr-m_- (D WI.4xl.4 WWF OR FIBERMESH CL VAPOR BARRIER OVER TREATED BEARING POST(AS NOTED) Lu 'n w LL. -AND COMPACTED FILL S 4w CONCRETE SLAB WITH LL_ u_ (1)#5 CONT. VAPOR BARRIER OVER TREATED 6x6 Wl.4xl.4 WWF OR w GRADE '3 E AND COMPACTED FILL CMU STEMWALL WITH(1)#4 @ 48wO.C. FIBERMESH /AND IN EACH CORNER. l\K x FILL CELL SOLID AT EACH#4 REBAR. 8"CMU STEMWALL WITH(1)#5 VAPOR BARRIER OVER !? 771�7 a 'O.C.AND IN EACH CORNER. HOOK REBAR 16"INTO PORCH SLAB 4 DOWEL@ 48 INTO FOOTING. I-ILL UtLL SOLID AT EACH DOWEL. AND 6' TREATED AND COMPACTED 04 co HOOK REBAR 8"INTO FOOTING. Oyhz' CL Lo 0 FILL c*4 04 C> 6a 6" ce) -0- (AS NOTED) REINFORCEMENT(AS NOTED) C4? 11-80 (2)#5 CONT. 0 LLJ _j co 2'-Op (3)#5 CONT. -0 z LIL co a p: La co ca co _j — " _ffi SECTION - INTERIOR BEARING PAD FOOTING 5j SECTION - PORCH STEMWALL t*"P� Z m c (D 0- 0 a x rG SECTION - STEMWALL AT EXTERIOR WALL SHOWER NOTE: IF STEMWALL HEIGHT EXCEEDS 48'CONTACT 0 co o cu SECTION - NOT USED SD-Ij NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT 0 �d C-- u- ENGINEER FOR ADDITIONAL REQUIREMENTS, co o- ENGINEER FOR ADDITIONAL REQUIREMENTS. V_ co 0 E E 8 SCALE: N.T.S. - (U.O.N.) VERTICAL REINFORCEMENT AS (D NOTED ON WALL LAYOUT 2_1 DO NOT SCALE 0 w 8'CMU WALL(SEE TYPICAL T THIS DRAWING WALL SECTION) >1 VERTICAL REINFORCEMENT AS RELEASE DATE: NOTED ON WALL LAYOUT 04-27-10 FILL JOINT WITH ELASTOMERIC (1)#5 DOWEL AT VERTICAL JOINT FILLER 2x STUDS @ 16"O.C.(U.O.N.) REINFORCEMENT LOCATIONS 4"CONCRETE SLAB WITH 6X6 REVISIONS: Wi.4xl.4 WWF OR FIBERMESH (HOOK 8-INTO FOOTING) 4"CONCRETE SLAB WITH 6X6 2x TREATED SILL PLATE z 4"CONCRETE SLAB WITH 6X6 N 8"CMU WALL(SEE TYPICAL 0 0 0 Lvwwft� WlAxl.4 WWF OR FIBERMESH Wl.4xl.4 WWF OR FIBERMESH (SEE TYPICAL WALL SECTION WALL SECTION) FOR ANCHORAGE) VAPOR BARRIER OVER TREATED CURB HEIGHT VARIES 4"CONCRETE SLAB WITH 6X6 Lu 4'CONCRETE SLAB WITH 6X6 'AND COMPACTED FILL 2' WI.4xl.4 WWF OR FIBERMESH kPOR BARRIER OVER TREATED WI.4xl.4 WWF OR FIBERMESH #5 CONT. 3RADE ND COMPACTED FILL GRADE. 'CMU STEMWALL WITH(1)#4 @ 48-O.C. 8"CMU STEMWALL WITH(1)#5 fAPOR BARRIER OVER TREATED "O.C.AND IN EACH CORNER. '/.AND IN EACH CORNER. 8 AND COMPACTED FILL wl DRAWN BY: FILL CELL SOLID AT EACH#4 REBAR. LL SOLID AT EACH DOWEL. CD FILL CE HOOK REBAR 16"INTO PORCH SLAB AND 6- (1)#4 CONT. S CIVIF HOOK REBAR 8"INTO FOOTING. a VAPOR BARRIER OVER a) VAPOR BARRIER OVER TREATED AND COMPACTED FILL TREATED AND COMPACTED FILL CHECKED BY: T-8- (3)#5 CONT.._ 60, Lu WJD T-8" (3)#5 CONT. 2' V-8" (2)#5 COINT. SHEET: 2'-0" (3)#5 CONT. SECTION - INTERIOR ION - PORCH STEMWALL WITH BRICK SECTION - NON-BEARING STEPDOWN 0 BEARING (CMU WALQ SECT t**`Q� 0 rH SECTION - INTERIOR BEARING (WOOD FRAMED) NOTE: IF STEMWALL HEIGHT EXCEEDS 48'CONTACT D�-1 CN SDml SECTION - STEMWALL AT GARAGE SD-1)II ENGINEER FOR ADDITIONAL REQUIREMENTS. VERSION:10-09 NOTE: IF STEMWALL HEIGHT EXCEEDS 48'CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. 74 A 0/\\ s, -n ................ -—--—- 04 d ui W VERTICAL REINFORCEMENT REQUIRED AT ca ce) M 6 CHANGES IN PLATE HEIGHT M (D co T_ HOOK REINFORCEMENT INTO GROUTED cm CELL AT PLATE HEIGHT CHANGE c: -----STANDARD HOOK 10"(TYPICAL) W. A I I . CMU WALL IF 2x8 TREATED SILL PLATE WITH X2'x 8'HDG AL —, I ANCHOR BOLT& 2'x X8'WASHER@ 24"O.C. FASTEN 2x TREATED BUCKS 8"CMU WALL E TO CMU WALL LINTEL AS REQUIRED GROUTING OPTIONAL IN THIS AREA(U.O.N.) LINTEL AS REQUIRED (SEE DETAIL'C'ON SD-2) 4— VERTICAL REINFORCEMENT IN GROUTED CELL c 0 AS NOTED ON WALL LAYOUT PER WALL LAYOUT PER WALL LAYOUT 14 0 uj (LINTEL@SHOWN) (LINTEL @ SHOWN) 2x BLOCKING(TYPICAL) CONCRETE GARAGE DOOR ,��BONI ::It D BEAM LINTEL --LINTEL AS REQUIRED 'x 3 Y'TOENAILS AT EACH 31 4 D(TYPICAL) PER WALL LAYOUT -------------- (LINTEL(DSHOWN) TOENAIL EACH SILL PLY TO BUCK ca 2xlO TREATED GARAGE —MINIMUM 4'BEARING LENGTH REQUIRED WITH(3)0.131'x 3 Ye NAILS(TYPICAL) : I I i BUCK ATTACHED WITH j 4 4 FOR PRECAST LINTE 1 4 'x 3 Y'TAPCON MINIMU I Y4 4 M I Y2'NAIL PENETRATION LS-8'IS RECOMMENDED BEVEL BLOCKING AS REQUIRED FOR L SCREWS @ 24'O.C. INTO MAIN FRAMING MEMBERS. STAGGERED ------- (TYPICAL) 2x6 TREATED INTERIOR BUCK :9 Lu 0 (2)2x—SILL ---------- w% ATTACH g Z ED WITH yexr SHEATHING MAY CANTILEVER UP TO ANCHOR BOLTS@ 24-O.C. NOTES: Lu 2'MAXIMUM PAST SUPPORTS.ALL iq . WITH 2'xY8'WASHERS 0 L �TREATED 2k BUCKS AROUND PERIMETER WINDOW ATTACHMENTS MUST BE I M --.//\ Lu OF ALL OPENINGS. FASTEN BUCKS TO 1) USE TYPE S M MORTAR IN JOINTS - — — — — — — ANCHORED INTO 2x MEMBERS. Z ce MASONRY WITH Ye x 3'TAPCON cc 2) FULLY BED ALL JOINTS SCREWS @ 24-O.C. MAXIMUM SPACING(TYPICAL) r^r% ^11L 11L 1^ '^"Al I MA I I jo-� r%E!TAII T\/DIPAI PIADAPIC I)f)f)D 01 IPV :E; IVIU VVMLL) LjL I MIL I I F lVr"%L. W11%n%Jl- LIVVI I LJVVI D Ut I AIL - I Y IJILAL AKUrl I ur Urr-NiNu tu U) L cc D�-2 Z ————-———7-7 ————————-——— GROUTED CELL WITH VERTICAL AT CORNER CIO Z -----REINFORCEMENT REQUIRED AT EACH SIDE OF ALL OPEN PICAL) BOND BEAM INGS(TY 7777777 > j 0 MINIMUM 25"LAP IN REINFORCEMENT j CUT BLOCKS AT 45*TO FABRICATE CORNER BOND BEAM REINFORCEMENT w uj uj PICAL 8x8X16 CMU (1)#5 VERTICAL IN FILLED ____—TY F ca U) Lu LLJ (1)#5 CONT.IN BOND BEAl 0 CL L FIELD CUT CORNER INSTALL PRE-FABRICATED 8m 2'-I"MINIMUM NOTE: 45o CORNER UNIT cc DEEP BOND BEAM REQUIRED BENEATH ALL WINDOW OPENINGS. VE ',TICAL REINFORCEMENT WHERE EL FROM FOUNDATION \—MINIMUM 25'LAP(TYPICAL) CORNER BAR MAY BE LLJ (1)#5 VERTICAL IN FILLED CELL FORCEMENT NOT REQUIRED REQUIRED TO MAINTAIN 48"O.C.MAX (TYPICAL) SUBSTITUTED WITH IL HORIZONTAL REIN NOTE: MINIMUM 25"LAP IN EITHER CONDITION IS ACCEPTABLE (1)#5 CONT.IN BOND BEAM 0 Z FOR NOMINAL OPENING WIDTHS OF 48"OR LESS SPACING 0 z 0 OR WHERE'WIND RESISTAN1'PRECAST WINDOW EACH DIRECTION a) PRE-FABRICATED CORNER U) C> Q_ LO SILLS BY CAST-CRETE@ ARE USED.(U.O.N.) CIO E co C5 >1 Fn z DETAIL -TYPICAL 450 CORNER BLOCK WORK a 44 U5 W rF SECTION -TYPICAL CMU CORNER ca U-) a. NS (CMU WALL) G 0 c�� a -, DETAIL -TYPICAL FRAMING CONDITIO �,�-2 1� >- u- (D 0 �,.�-2 a _j ca U- Z wm 0 NOTES: cx. 8 NJ -CRETE@ OR ENGINEER TRUSS(BY OTHERS) a) 1 ALL PRECAST LIN tLS SHALL BE MANUFACTURED BY CAST APPROVED EQUAL CONNECTOR WHERE REQUIRED LLJ (SEE TRUSS CONNECTION SCHEDULE) CL u") 2) REFER TO-TYPE DESIGNATIOW BELOW IN CONJUNCTION WITH"LINTEL LEGEND"ON SEALANT AT BOTH FACES WALL LAYOUT TO DETERMINE PROPER CAST-CRETEO LINTELS TO BE INSTALLED D Z 10 CD cc 0) uj llzt 6 NEOPRENE JOINT MATERIAL INSTALLED FULL HEIGHT OF WALL GYPSUM BOARD 3:: Z 12 uj (2)2x—SYP#2 DOUBLE PLATE L'L < CL F=FlLtED WITH GROUT OR zi FIELD PLACED (U.O.N.) 0 U=UNFILLED Cmu cc u- WALL STUDS @ 16-O.C. U.O.N.(SEE WALL LAYOUT) 3: f2 QUANTITY OF#5 REBAR AT GROUT Z u'j BOTTOM OF LINTEL CAVITY #5 FIELD ADDED GYPSUM BOARD 0 R BOTTOM OF U- FILLED CELL WITH VERTICAL LO fn LINTEL CAVITY REINFORCEMENT AT EACH 8Fl6—lB/lT THREADED ROD ASSEMBLY AT PRECAST LINTEL :2 SIDE OF JOINT NOTED SPACING(SEE DETAIL ON a) LLJ 8N WIDTH U) WIDTH QUANTITY OF#5 THREADED ROD LAYOUT) a) 0 LLJ Y2'WIDE GAP IN BLOCKS 7%w AC TUAL IE < NOTE: HEIGHT REBAR AT TOP 2x—TREATED SYP SILL PLATE 0 MORTAR BEDS AND HORIZONTAL JOINT REINFORCEMENT SHALL BE w C-4 STOPPED AT EACH SIDE OF CONTROL JOINT cn 0 w ul) TYPE DESIGNATION TYPICAL LINTEL SECTION 7 4) m U— U) cc w rK TYPICAL DESIGNATIONS FOR PRECAST LINTELS rL SECTION - TYPICAL INTERIOR BEARING WALL a. ROL JOINT DETAIL - NOT USED cli uj __j DETAIL -TYPICAL CMU CONT \SD-2 THIS DETAIL ONLY APPLIES TO WOOD FRAMED WALLS w U- III�-2 U- U- Cc Lu NOTE: ALL MEMBERS SHALL BE#2 SYP. NAIL BRACE TO BLOCKING WITH(5)0.131'x 3 Y4' .5 GBC CLIP(2)REQUIRED AT EACH BRACE %,30.131'x 3Y4'TOENAILS AT EACH LOOKOUT NAILS TOP CHORD OF TRUSS. C-4 cm c:l 2x6 BLOCKING BETWEEN TRUSSES WITH 2X4 BLOCKING REQUIRED BETWEEN 00 RATED SHEATHING (3)0.131'x 3 Y4'NAILS EACH END U-) LOOKOUTS w ROOF SHEATHING(AS NOTED) (D cn V --CONVENTIONAL PLATE 2x BARGE RAFTER CONVENTIONAL FRAMING -CONVENTIONAL FRAMING FRAMING '6 Lu I I I C6 MISPLACED STRAP NAIL TRUSS BOTTOM CHORD TO SILL LL: CD w ca (TO BE ABANDONED) WITH O.l3l'X3Y4'HDG NAILS @6'O-C. FASCIA(BY OTHERS) 91 PL. U) 5 ROOF RUSS(BY OTHERS) 0 > !a tm —(2)2X6 HEADER Z cr) r_ CD TWIST STRAP BOND BEAM 2x4 LOOKOUTS @ 48"O.C. -(2)2X4 PLATE 0 a IV, 0 (SEE TABLE) 8'PL. 2 Y2'x 8'ANCHOR BOLT Q 48-O.C.WITH 2'x X8' cf) WASHER THROUGH TREATED 2X8 PLATE H3 CLIP OR EQUAL AT EACH Y2"SPACER (3)2X4 STUDS '---TYPICAL ARCH a T_ LOOKOUT BETWEEN STUDS TOP FRAMING a oo 0 UPLIFT(Ibs) REQUIRED CONNECTOR IR _(2)STUDS(9-PLATE) E N" GABLE END TRUSS(DROP GABLE) -2X4 BLOCKING '--(2)2X4 PLATE 0 UP TO 860 (1)MTSM16 N-1 SCALE: cn _(2)STUDS(8-PLATE) ne COVER INTERIOR AND EXTERIOR SIDES cn N.T.S. -(U.O.N.) 2x6 BRACE SPACED @ 48"O.C.UNLESS 861-1810 (2)MTSM16 CMU CONDITION OTHERWISE NOTED ON ROOF LAYOUT. WITH SINGLE PIECE OF Y16"OSB.NAILED DO NOT SCALE F \/I'— — —I NAIL EACH PLY W/(2) AT ALL EDGES at 3"OC.AND 6"GC.IN (1)KING U) OVER 1810 CONTACT ENGINEER &(1)CRIPPLE CC, THIS DRAWING ADD 2X4 T-BRACE NAILED @ 6'O.C.WITH ROWS.131"x 3N NAILS FIELD w/8d COM or BOX. at 6"oc.STAGGERED ATE: RELEASE D O.l3l'x2Y2'NAILS IF BRACE LENGTH NOTES: Ar. EXCEEDS 9-0". -NAIL W/(2)ROWS OF 8d COM 04-27-10 1) THIS DETAIL IS TO DESCRIBE APPROPRIATE MEASURES TO TAKE WHEN EMBEDDED TRUSS ANCHORS HAVE BEEN MISPLACED. NAIL EACH PLY W/(3) or BOX at 4'oc.STAGGERED REVISIONS: .131"x 3"TOENAILS GBC CLIP-(2)REQUIRED AT EACH BRACE 2) IF THE DISTANCE FROM THE MISPLACED STRAP IS Yie TOY2'THEN NO w 2x4 SILL 0 EACH SIDE Y4 PLYWOOD SEAT(BUTT PLYWOOD CORRECTIVE MEASURES ARE REQUIRED. TO PLATES-DO NOT RUN UNDER PLATES) �OENAIL BOTTOM CHORD OF TRUSS TO Lu STRAP IS X6'TO 1-THEN A WOOD 21 3) IF THE DISTANCE FROM THE MISPLACED 6OUBLE PLATE WITH 0.131'x 3 Y4'NAILS SHIM OF APPROPRIATE THICKNESS MUST BE INSTALLED BETWEEN THE STRAP 8-O.C. STRAP MUST BE INCREASED IN LENGTH EQUAL TO OR GREATER THAN THE THICKNESS OF THE SHIM. �4(2)2x4 SILL ---2x4 RIM JOIST AND THE TRUSS. NAILS TO BE USED IN T PER DETAIL*M" -2x4's at 16"oc. GABLE ATTACHMEN (3 4) IF THE DISTANCE FROM THE MISPLACED STRAP EXCEEDS V THEN THE STRAP HREADED ROD NOT SHOWN FOR CLARITY ON SHEET SD-2. -Y16"OSB SHEATHING TOP OF SOLE PLATE DRAWN BY: MUST BE REPLACED WITH THE APPROPRIATE STRAP REQUIRED BY THE UPLIFT CMF TOP OF SOLE PLATE LOAD PER THE DETAIL ABOVE. X2' THREADED ROD ASSEMBLY (AS NOTED) CHECKED BY: 1/ 2x4 DRYWALL BACKING INSTALLED CONTINUOUSLY BETWEEN BRACES FRAMING AT MAIN WALL FRAMING)T mAv QlLvAl LS FRAMING AT BAY WALL WJD ui GYPSUM BOARD CEILING SHEET: WOOD FRAMED CONDITION rA C) C) IN DETAIL -TYPICAL MISPLACED EMBEDDED STRAP t*'_N� SECTION - GABLE END WALL DIAGONAL BRACING �-2 SECTION -WINDOW SEAT FRAMING SD�2 e� 'N!�-�2 H-R-T PLATE MRSIM:07-M) SD-2 REPAIR 6d 04 Lu (o cia cr) C:) I Z C) co 0 cm I a Lu 6"MAXIMUM A E .0 Lu TREATED PLATE U) 0 DOUBLE PLATE C4 Im EXTERIOR BEAM PLY(BEYOND) (D PA23 EMBEDDED STRAP(BEYOND) cr) z n cn EXTERIOR BEAM(AS NOTED) ca. FASTEN STUD TO CMU WALL WITH CD 4m 2x6 RAFTERS @ 24"O.C. PA23 EMBEDDED STRAP Y4'x 3 Y4'TAPCON SCREWS @ 24"O.C. ///--TOENAIL EACH RAFTER TO LEDGER (SEE WALL LAYOUT) Zx8'ANCHOR ALTERNATES:EITHERY UJ WITH(4)0.131'x 3 Y4'NAILS BOLTORYZx -WEDGE ANCHORS@ 32"O.C. 0 CMU COLUMN(SEE WALL LAYOUT) 2x8 LEDGER(AS NOTED) z H3 CLIP 0 (2)2x8 HEADER BASE OF CMU SQUARE COLUMN uj H8 CLIP TYPICAL STUD(SEE WALL SECTION) %"x 6"LAG SCREW AND WASHER z #5 VERTICAL REBAR TREATED 2x STUD o< __�-SHEATHING(AS NOTED) (SEE WALL LAYOUT) _e M 6x6 MEMBER THREADED ROD ASSEMBLY j --%"x 8"LAG SCREW AND WASHER FOOTING DOWEL (AS NOTED) ca 'F'ON SD-1) (SEE DETAIL 6x6 MEMBER z SILL PLATE cm ..4-_Y4'BOLT COUNTERSINK INTO 6x6 ,,.POST. INSTALL NUT AN WASHER. .7 6x6 POST IN WALL AT EACH BRACKET z --6x6 MEMBER > j j Ye BOLT COUNTERSINK INTO 6x6 POST. INSTALL NUT AN WASHER. W W uj ca 0 z __j ui 0 I-_ __j W- > a- /'-p SECTION - BRACKET FRAMING /00`Q� DETAIL-TYPICAL EXTERIOR CMU COLUMN AND WOOD DETAIL - TYPICAL ATTACHMENT OF BEARING FRAMED WALL DETAIL - NOT USED BEAM TO CMU WALL w CL 0 Z �p z (D 0 Ir, WEB STIFFENER cf) c> EACH SIDE—\ W14x82 STEEL BEAM ca E 6 C.0 z EXTERIOR BEAM ca co cfj uj (AS NOTED) Lo a- ROOF SHEATHING 0 -1 >- u- H6 CLIP FROM cc 0 uj POST TO BEAM Y27 x 5 Y2'x 7 Y2'CAP PLAT ca U- ROOF TRUSS(BY OTHERS)WITH z LAP BEAM PLIES AND w/(4) A'A307 BOLTS 1....4 M BRACE(IF REQUIRED) 0 NAIL AS SHOWN-(5) 5j NN (TYP T/B A? z TO REPLACE(1)ROW OF LATERAL 0.131'x 3Y4'NAILS PER PLY CL PT POST(AS NOTED) 12 FLOOR JOIST z 8 -BRACE 0 BRACING INSTALL 2x4 No.2 SYP T I_4 PT POST(AS NOTED) 3'STD(3 Y2'OD) -0 NAILED TO EACH PLY OF TRUSS WEB AT H6 CLIP FROM POST ABU POST BASE STEEL PIPE COLUMN 2x1 0 PLATE w/ 2 6"O.C.WITH 0.131"x 3'NAILS (AS NOTED) wn (2)ROWS Y2'BOLTS @ 24'O.C. -6 TO BEAM Lo TO REPLACE(2)ROWS OF LATERAL 'y8m THREADED ROD 1,D c,4 BRACING INSTALL 2X6 No.2 SYP T-BRACE EXTERIOR BEAM W14x82 STEEL BEAM 11 0. TH NUT SET IN 011' ' 1, ui PLY OF TRUSS WEB AT (AS NOTED) WI NAILED TO EACH ADHESIVE .0 f Y2"BASE PLATE BLOCK SOLID AT HANGERS F-4 --------- - -------------- 6-O.C.WITH 0.131*x 3"NAILS PLAN VIEW AT TOP OF POST i I X"x 5Y2w x 7 1 (7-EMBEDMENT) =5 W/(4)Y8'A307 ANCHOR BOLTS. z < M Lu (6-EMBEDMENT USING ADHESIVE Ye BOLTS (2)ROWS OF LL -IN-PLACE) -O.C. @ 24 OR CAST 0 _j U_ 44LL_­A&§6 LU A 4 . NOTE: NOTE: T-BRACING TO BE USED WHEN i <1 , . . 4 4. W LL CONTINUOUS LATERAL BRACING IS BASEPLATE MAY BE RECESSED INTO SLAB MAX.3w, A MU BOND BEAM ca IMPRACTICAL. SIDE VIEW AT BASE OF POST (FILL w/GROUT AFTER INSTALLATION) w /0`6"� DETAIL -TYPICAL CONNECTIONS AT EXTERIOR WOOD rv_�� DETAIL - NOT USED DETAIL- STEEL COLUMN t`x� SECTION -THRU BEAM w SECTION -TYPICAL T-BRACE SD-3/ a- D�-3 �.�-3 FRAMED POST \,.,�-3 124 E (D rT SD-3� U) 0 w Lo W cn cf) LL cn 6 z ca s'; w LAST TRUSS IN ROW REQUIRING BRACING >_ HEADER NAILING REQUIREMENTS w --j w U- NAIL DIAGONAL BRACE TO BLOCKING �4 LL WITH(3)NAILS 2X6 (3)NAILS PER PLY LL_ 17 (D 2x4 BLOCKING-TOENAIL OR ENDNAIL 2X8 (4)NAILS PER PLY ca EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING (D (3)NAILS HEADER 2X1 0 (5)NAILS PER PLY NAILS AS NOTED :E 04 IN TABLE 2X12 (6)NAILS PER PLY C) CN NAIL DIAGONAL BRACE TO INTERMEDIATE co Ln X, 8 r C14 WEBS WITH(2)NAILS CRIPPLE STUD--" 9,y2'LVL (5)NAILS PER PLY — 0 " CD a) w C7 to 'lX" co x4 SPF No.2 DIAGONAL BRACE KING STUDS ____, -2 'LVL 0 uj u- 11 Y8 (6)NAILS PER PLY -0 C) (TYPICAL AT EACH END OF a j= LLj co 9 C*4 cf) CONTINUOUS LATERAL BRACING) 4 LVL' (7)NAILS PER PLY NOTE: NAIL DIAGONAL BRACE TO TRUSS NAILS MAY BE TOENAILED OR BACK 16"LVL (8)NAILS PER PLY WEB WITH(3)NAILS CL o 2) x NAILED THROUGH KING STUD. 8 a) o ca !�d -a- LL C-) CL E /**B�B DETAIL- NOT USED E DETAIL -TYPICAL HEADER TO KING CONNECTION rAA%"N DETAIL - NOT USED 8 SCALE: %�3 U) (I.I.O.N.) CONTINUOUS LATERAL BRACE(QUANTITY N.T.S. AND LOCATION DEFINED BY TRUSS SHOP DO NOT SCALE �, DRAWING.) THIS DRAWING SECTION - NOT USED NAIL CONTINUOUS LATERAL BRACE TO INSTALL SPH_CLIPS AT 32"O.C.AT DOUBLE PLATE Kcc RELEASE DATE: EACH TRUSS WEB WITH(2)NAILS (D ALTERNATE:MSTA24 STRAP LOOPED OVER SD-3 04-27-10 DOUBLE PLATE NAILED WITH(6)10d x I V2'NAILS �11ROOF TRUSSES(BY OTHERS) INTO EACH SIDE OF STUD REVISIONS: (3)TRUSSES MINIMUM UPPER LEVEL STUD TYPICAL STUD NAILING CS16 STRAP(CUT TO LENGTH)FROM UPPER 2) FOR CONTINUOUS LATERAL BRACE (D �o STUD TO BEAM BELOW @ 32-O.C.(U.O.N.). \—NAILING AT STUD STUD SIZE DOUBLE PLATE SILL PLATE NAIL INTO UPPER STUD WITH(11)1 Od AND NAIL TO DOUBLE PLATE INTO BEAM WITH(11)10d NAILS. (END NAIL) NOTES: 2X4 (2) (3) BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE STUD s DRAWN BY: BEGIN NAILING I'MINIMUM BELOW TOP OF BEAM 2X6 (3) (4) CMF 1) CONTINUOUS LATERAL BRACES SHALL BE I X4 No.3 SYP OR 2x4 No.2 SPF OR BETTER(U.O.N.) (D —NAILING AT STUD 2X8 (4) (5) I_' CHECKED BY: 2) ALL NAILS SHOWN SHALL BE 0.131'x3"NAILS(I.I.O.N.) cm TO SILL PLATE c: BEAM(AS NOTED) Lu WJD (TOENAIL) X10 (5) (6) 2D SHEET: ALL NAILS NOTED ARE 0.131'x 3 Y4' DETA t*GG �3 rFF DETAIL- CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAM IL -TYPICAL WALL STUD CONNECTION �y SECTION -TYPICAL LATERAL TRUSS BRACING /O'D�D DETAIL- NOT USED rEE DETAIL- NOT USED SD 3 H-R-T PLAM MRSM:01-M) �,�-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED ............. PLATE4 SOLTS Lu (0 ca co CD z ca 0 (TYPICAL DOUBLE PLATE SPLICE) 48"MINIMUM SPLICE LENGTH TYPICAL HEADER TO KING STUD CONNECTION TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT cm a MINIMUM NAILING OF (SEE DETAIL'GG'ON SD-3) uj (16)0.131'x 3'NAILS IN THIS ZONE. It (2)2x-SYP#2 DOUBLE PLATE(I.I.O.N.)NAIL Lm NAIL EACH PLY OF KING AND CRIPPLE STUDS A PLATES WITH 0.131"x 3"NAILS @ 8"O.C. STAGGERED "�DOUBLE PLATE JOINT IN LOWER PLATE JOINT IN UPPER PLATE TOGETHER WITH 0.131'x 3 Y4'NAILS @ 6-O.C. CRIPPLES AND KING STUDS STAGGERED(TYPICAL) TYPICAL STUD TO DOUBLE PLATE E THREADED ROD ASSEMBLY WITHIN THREADED ROD ASSEMBLY CENTERED CONNECTION (AS NOTED) 6'OF SPLICE IN LOWER PLATE ON SPLICE IN PLATE OR THREADED ROD CRIPPLE STUD AND KING .0 ASSEMBLY WITHIN 12"ON EACH SIDE OF STUD REQUIREMENTS (SEE DETAIL'GG'ON SD-3) HEADER(AS NOTED) ca 0 uj 8"MAX. 6"MAX. ALTERNATE:IF ROD IS GREATER (SEE WALL LAYOUT) Ln THAN 6"FROM SPLICE-ADD JOINT. 6"MAX. MSTA36 STRAP CENTERED ON CHANGE IN 2x BLOCKING(TYPICAL) 9 m Q A III M. SSP AT SPLICE. PLATE HEIGHT a a it �3)0.131'x 3 Y4'TOENAILS AT EACH ND(TYPICAL) NAIL EACH SILL PLY TO KING STUD U) cn WITH(3)0.131'x 3 Y4'NAILS-TOENAIL 41) Q. OR ENDNAIL(TYPICAL) 2x4 BLOCKING BETWEEN STUDS TOENAIL cm BEVEL BLOCKING AS REQUIRED FOR OR ENDNAIL EACH END TO ADJACENT NAIL EACH PLATE TO CRIPPLE STUD STUD WITH(3)0.131'x 3 Y4'NAILS MINIMUM 1 Y2'NAIL PENETRATION INTO MAIN FRAMING MEMBERS. W ITH(3)0.131'x 3 Y4'NAILS-TOENAIL 0 ENDN IL(TYP (TYPICAL) g z (2)2x SILL m 0 ui SHEATHING MAY CANTILEVER UP TO 2x-SPF#2 STUDS @ 16-O.C.(U.O.N.) 2"MAXIMUM PAST SUPPORTS.ALL (SEE WALL LAYOUT) WINDOW ATTACHMENTS MUST BE Z cc CL ANCHORED INTO 2x_MEMBERS. :3 DOUBLE SILL REQUIRED WHERE OPENING DETAIL-TYPICAL ARCH TOP OPENING (FRAMED WALL) t**K�K DETAIL - NOT IN USE WIDTH EXCEEDS N.) cc co THREADED ROD ASSEMBLY AT NOTED SPACING �4 -0 Z (SEE DETAIL ON THREADED ROD LAYOUT) TYPICAL STUD TO SILL PLATE ROOF SHEATHING 0 CONNECTION V) 011111111 ca z (SEE DETAIL'GG'ON SD-3) INSTALL 20 SYP FLATWISE BLOCKING 0 /-BUTT 1 INT IN SILL 'LATE -0 2x SPF#2 SOLE PLATE BETWEEN TRUSSES.TOENAL EACH .2 > MSTA24 STRAP LOOPED OVER >1 END WITH(3)0.131'x 3,V4'NAILS. TYPICAL FLOOR SYSTEM MEMBER DOUBLE PLATE NAILED WITH w Lu uj RAISED HEEL TRUSS WITH HEEL HEIGHT �%10d x 1 Y2'NAILS INTO EACH a2 m co uj�d ,V2'THREADED ROD WITH NUT AND GREATER THAN 6' 1 E OF STUD 1- 0 IT = di z 3'x 3'xy4'WASHER AT SOLE PLATE - _j Lu 0 LY DOUBLE PLATE DOUBLE PLATE THREADED ROD ASSEMB AN, T WITHIN 12"OF EACH SIDE IN �V> :3 LBEYOND) SILL PLATE. im - I -_ I x OF JO1q IN . I I I"WASHER AND NUT OR COUPING a- ----------- :'9 --- ----- (SEE SHEETS SD-2 AND S-2) WALL STUDS j------- Lu --—--------- -- r TYPICAL CMU BOND BEAM ==-(SEE DETAIL"QQ"ON S SHEATH AREA BETWEEN DOUBLE PLATE Z AND ROOF SHEATHING WITH!le OSB 0 -0 UILT-UP POST(WHEN NOTED ON WALL LAYOUT) RATED SHEATHING.NAIL WITH SHEARWALL 0 r__ JOIST IS TYPICAL AT EXTERIOR a) WALLS(NOT SHOWN FOR CLARITY) NAIL EACH PLY WITH 0.1 31wx 3 X" NAILING PATTERN FOR WALL. cn c> a- Lo cc NAILS @ 6-O.C.STAGGERED (SEE WALL LAYOUT) LTT20(U.O.N.) E 6 z SOLE PLATE cc co u') a_ rLL DETAIL -TYPICAL RAISED HEEL TRUSS BLOCKING uj rH1H DETAIL -TYPICAL WALL FRAMING CONDITIONS (FRAMED WALL (FMMED WALL) THREADED ROD ASSEMBLY >- LL THROUGH FLOOR SYSTEM 0 Z L.0 _j ILL CMU BOND BEAM 2 SILL PLATE(BELOW) IL 0 2x_CORNER FRAMING FULL 1-7 T) z A CL HEIGHT STUDS(TYPICAL) 2x SPF#2 STUDS @ 16"O.C.-U.O.N. 4 A (SEE WALL LAYOUT) -(2)ROWS OF 0.131'x 3 Ye .2 UJI H2 5A AT EACH LOOKOUT NAILS @ 12-O.C. 2x-SOLE PLATE(I.I.O.N.)NAIL TO BAND 16 o- LO H2.5A AT EACH LOOKOUT C14 f STAGGERED(TYPICAL) BOARD @ 6-O.C.WITH 0.131'x 3 Y4'NAILS (2)MSTAM36 STRAPS FASTENED TO f C) cc to 20 LOOKOUTS @ 48-O.C.FOR 2x4 LOOKOUTS @ 48-O.C. STUDS WITH(8)1 Od COM AND w CD cn uj FOR OVERHANG r-------�v I OVERHANG 'Y32'RATED STURD-1-FLOOR(T&G)SHEATHING FASTEN TO FACE OF BOND BEAM 0 6 GLUED AND NAILED.FASTEN WITH 8d COM OR --- ROOF SHEATHING(AS NOTED) i ROOF SHEATHING WITH(4)Y4'x 2Y4'TITEN SCREWS 3: .1 Z RING SHANK @ 6-O.C.ON EDGES AND 12-O.C. [2 M Lu (AS NOTED) 2x6 OR 2x8 FRAMEID WALL r < a_ IN THE FIELD. :J _j 2x4 SYP BLOCKING BETWEEN 2x4 SYP BLOCKING SILLPA.ATE(BELOW) SOLE PLATE 0 _j U- LOOKOUTS (a BETWEEN LOOKOUTS 2x4 CORNER FRAMING FULL I-mmmmq rm STRAPS SHALL CLEAR SPAN FLOOR 0.131 N 2 Y2'NAILS @ 6-O.C. ----BALLOON FRAMED HEIGHT STUDS SYSTEM n BALLOON FRAMED STUDS(AS NOTED) STUDS(AS NOTED) MINIMUM OF(3)2x4 BLOCKS 12'LONG 0) L) OPEN WEB TRUSS CMU BOND BEAM U_ DOUBLE PLATE ITI SINGLE PLATE NAIL TO TRUSS INTERIOR VAULT EACH ADJACENT STUD GYPSUM BOARD NAILEDW H(4)0.131NA4"NAILS TO 0.1r ALTERNATE:INSTALL SOLID STUD IN a) Lu BOTTOMCHORDWITH 31"x3Y4' EXTERIOR SHEATHING BAND BOARD En 0 Q NAILS @ 6-O.C. SHALL BE NAILED TO THIS SPACE a_- EXTERIOR SHEATHING SHALL BE UPPER PLY OF DOUBLE 2x4 CORNER FRAMING FULL NAIL TRUSS TO PLATE WITH(2)0.131'x 3 X! AftgkNATE T.TT TOENAILS 'O.C. 4. 0 NAILED TO BOTTOM CHORD OF TRUSS PLATE @ 6 HEIGHT STUD TREATED 2x8 SILL PLATE(U.O.N.) 04 .131"x MY NAILS. n 0 w ul) &6"O.C.WITH 0.131"x 2Y27 WITH 0 (2)ROWS OF 0.131 N 3 Y4' cl) L.S. (U.O.N.ON WALL LAYOUT) 2x4 FRAMED NAILS @ 127O.C. THREADED COUPLING AS REQUIRED LL. cf) (U.O.N.ON WALL LAYOUT) 6 z cc w rs S'*� a_ /OQ�Q SECTION - TYPICAL FRAMING AT 900 CORNERS rR R""""\ DETAIL-TYPICAL OPEN WEB FLOOR TRUSS DETAIL - UPLIFT ANCHORAGE WITHOUT THREADED ROD rNN*� DETAIL - BALLOON FRAMED GABLE END (HIGH CEILING VAUL kZ-4,0/ THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED BALLOON FRAMED GABLE END (LOW CEILING VAULT) DETAIL kZ4,..,' INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH U- SD4,,,)I INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTERIOR ROOF PITCH U- UJI NUT&3'x 3'xy4'WASHER 42 (SEE THREADED ROD ASSEMBLY DETAILS.) .9-- C*4 C14 00 12'LONG 2)�_SCAB(MATCH BOTTOM CL LO SPACERS NAIL w/(3)0.131"x CHORD)WITH Y2 EXTERIOR BEAM(AS NOTED) a) 3"NAILS C*4 IMP Lu —J U- Z 00 BOTTOM CHORD OF GABLE END TRUSS DOUBLE PLATE 00 cc Lu — U) 04 z "Rt — Z :D -j CD --,t @D THREADED ROD ASSEMBLY NOTCH BEAM AS REQUIRED TO > a FIT BENEATH DOUBLE PLATE CL 0 c SECTION A-A 8 �2 -go- um- 3: cf) a- BEAM BEARS ON(2)2x-CRIPPLES V_ �i (TYPICAL-U.O.N.) 00 0 W I f) Wrl IT UI)r A AT PA('.. I— X4 LOOKOUTS @ 48-O.C.FOR 0 CONDITION: 1 0 SCALE: .':�.OVERHANG :@ (NOTCHED BEAM) ca N.T.S. -(U.O.N.) ROOF SHEATHING(AS NOTED) DO NOT SCALE TOP CHORD OF GABLE END TRUSS U) THIS DRAWING VERTICAL WEB OF GABLE END RELEASE DATE: TRUSS (D 04-27-10 NUT&3'x 3'x Y4'WASHER INSTALL DSP CLIPS @ 24'O.C.OR SPH_@ 32-O.C. REVISIONS: A 12'LONG SCAB(MATCH BOTTOM EXTERIOR BEAM(AS NOTED) (D Ix (D CHORD)WITH Y2'SPACERS a M=4 BOTTOM CHORD OF GABLE END DOUBLE PLATE c: TRUSS Lm BEAM INSTALLED BENEATH DOUBLE PLATE (2)2)�_DOUBLE PLATE cn THREADED ROD ASSEMBLY BEAM BEARS ON(2)2)�_CRIPPLES (TYPICAL-U.O.N.) DRAWN BY: CIVIF 2x STUDS CONDITION: 2 1- CHECKED BY: WJD NOTE: SEE DETAIL"MM"OR"NN"ON (DROPPED BEAM) SD4 FOR VAULTED CEILING SHEET: CONDITION. LO ruu"'� DETAIL - PLATFORM FRAMED GABLE END r7v� DETAIL - EXTERIOR BEAM TO WOOD FRAMED WALL CONNECTION , S D H-R-T PLATE(VERSION:03-08) �4 ........... L NW, V I N E� . M UL, L, I CAN "JJ PF1516N F�l P-1, INC 1 'ij 9 0-4 -7 4 1�--? �2- -7 4 -�j z 4 gj[,� F i J r t 50 . . . . . . . . . . . . r i lj� 20' BRL 20' BRL )TE: FRONT AND REAR PORCHES TEND 4' INTO FRONT AND REAR SETBACKS. oj N J, F— PC --7 _j V! 77 J, LO M LO 0 CD 1A :W HOME AND DRIVEWAY. 0 rj� 1� 1�—j )TE: DRIVEWAY TO BE PERVIOUS MERS. SEE DRAINAGE SHEET DP-1 E IR ALL DRAINAGE CALCULATIONS. 0 1 1"j;�j bL 20' BRL ,<ZU, -4 L --------- J T W E L F T H S T R E E T rip , iA NFIW Homr�l Pil F 0 1-19, Fir THF, KFILILY15 Al?,C H I TF-C TU P,.A� 4, I, f 51 TF- P L-AN architectural 5i This drawing Is an Instrument of swvke and the FILE COPY property of Kevin E. muincan. and *hall SCALE: in 101-011 -iW �� lit remain his property. 7he use of this drawing sholl 1\�Pl be restricted to the origind site for which it le pre— pared and publication thereof Is expressly limited to such uss. 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I I �if I il " - ; SWITCHING FOR EMERGENCY PROVIDE CIRCULAR HANDRAIL WITH " T - ! --- j 1 1 i ; 9 t�'� I " z -I - I I I Ili � I I I i i i I k "I �,1 ,,, Ij I , I 1'�'.' �";�"' OUTSIDE DIAMETER OF AT LEAST 1 114 9 �--- -'�--- - -- -- � i� :� �t : I I �" 4 " � 1� � � ,,, i. GENERATOR. I I � CC) ' i I �ti�� ??, 1-1 I , ! I I I I ill ,�' ___ AND NOT GREATER THAN 2". ; I j I i !� : ''i I li '���" , �1. I I I 1 V '; i Ili -- � � L ,f i�': ; t i 4 I ti , V, - i i -,-- -------- I !, 11 11 � � :i " �' . .---. ----- ' I I � I ? �;11 i �T! I I T : I I �'f I� �: � `111 � w I � � �- i I 1-18A 1 � �! t i I I ,", �i, "t4 L, I ��,, " : .. - r-� 1 ' I i i 'l I _ i;F N r --- i, fi� i,�� �:' I i - �) !., � 'i I ��':� 1 Ili i i� . "'i I� -1 I NOTE:ALL WALL AND CEILING c 8� OPEN ---- I I i i DES OPEN I j � , li I �! � ,T �fl�l l;,� - � ;, . I � I � ! ii: ' ;�'�� ' 1-1 I - -1:I I I i1i - :"I .I�"'- � CID � uj - ----j c i 1 � ",I I i � �'�"Ill ,� - I � SURFACES UNDER STAIRS -1 I I � - �. � 1�1! ' f 'i !]: . 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I I I 1 1 1 1 I i I I I 1 1 1 � AND NOT GREATER THAN 2". 1 1 I TOTAL A/C = 4074 1 i ! 1 1 ) � I i i I I I I I . � --------� I I --] i I -1" I � I I , 611 WALL 1 1 I[---- 1 i I --- --! i TOTAL PORCH = 844 -3. . i i . 11 I ; ------� F _-_j-T--- '� I i I � i CHILD OPEN I i I - �----. � ! I I � I i I i DESK TO -------------i ---i 1 1 I i GARAGE = 71 0 1 1 1 I i i i AREA BELOW _______ i j I I 1 I I I PROVIDE ATTIC "�ii : i � 1 1 I I I ACCESS DOOR - I = � ; : i i : � I ? I I 1 1 TOTAL SQUARE FOOTAGE = 5628 b I I I I ----- � � � EACH SIDE-FIELD i ; 1 -1 i i 11 i I -1 I I � i I I LO i � I ' - i LO VERIFY HEIGHT I i 1 t I 11 I I I I ; � I I I i i i I ---. i I I---------- I I 11 1 1 t I � I ! I I � I � I I I 11 I I I . ---- -- . -- ---- I U 1 ) , - ____j I I .- i I I I - -F�--�-- - - ' ---"-- .� E 45 z_--A-- J, J'I + J. i L-1 i ! I I I --- - -- - ------ � ' I ; 1'\ I 1 8668 L115 FRENCH ED 2q3O I I ; No: DATE: REVISIONS: I I x 0 L i I i I I r i � I I � 1 q I I I I = I I i I ROOF I I I I . I I C� I & i $ 1 1 I I I ED -1 � I DECK 1 i 0 . I I " I i I I I ; ; , I ; 1 61-0- . 6'-O - 7-8-1 11 I I I i t 11 I i 1 ! I I I 1 � I I i ; I I 111-00, Ii I ! i / 'j 12'-O" �, ,',\ 11--6- 1 1 1 ! ----------.- I ----- -- -"- '--'.--..- --i-,-,-"----- ---,-- ----- - --- --- ----- --- i ,, �=--- - 12-----------------------f --- - -- � --------,---- ---------.---..---.----'- .. -------.-- --- I I I a I - --"-, ---------- ,-------- - I L --- - -f::- - - .I � -- '----.---.----., ------,- -- -,--- - -- -- -- ---. -----.1 --.,----.- -.-.--.,-,- - -- - -- --.- -.- --.----. -..- ---- -- ---. -..-. --,---..-.. - -.--, -'r - � . - i ; . I i = i I I I I 0 0 It I I i C� A � i C� . I I I i I ROOF I i I i i , ROOF t I : ;;t ! ! ;;t � I ! � I I I HATCH I I I I ! HATCH! OCEAN I ; � � I � I I I i i 1 1 i I I i i i i I ABOVE PORCH i i i i I I i i . � ; i I N[�w Homl� . ; I 8' PLATE i i i I �) I i i I I I I . ; i i -----j b) I � k I I I \ I � I i I 60 I I F 0 FI,_ � ! � 1 � � . I i ' I i i i I i I I I I I i i i I ; i I I i I � I i TH[� rl\[� LLYI 5 ; I ; I i I P ; L - --,.[- I -.-,.--.---.- --.. - i . -- .----. --..-.-..-0;Z% .- -'-- -- --'------'- -'' -'-- '--'- ---- --.- -------- --.-...--- .---' -- -1.fl . ; ----, -I------ --- - : ' -- i I ' -- -- -- .".------- I i i ! - -,-. - .-.---. ----.----- ---I---.'----.-.-- ----,I AIS-M.----- i -",- -- I I--- -.-- -----,--- -.--- --.---l- -- --- j A I- --. - ------- ----- ------' -.- -- ---'-..-.- -..- -----j--.L I ------T--------:]--j-- --------- ----- ----. ---.,-- ----.-.-.---- --.- ----.-- -- �- 0 1 0 fi, 1--- � - � I 4-- ---- ---- ------ -- -- --- ------ - , J� --,---.-.-....--.,-I-­­- ---'----'--'- --"- ---' .,-Qj--��--.-�---��.-,--�.-----.�-�----.-�- - I I I I \ NOTE: PROVIDE PRIMARY ROOF DRAINS, FL-00r-" SECONDARY ROOF DRAINS AND SCUPPERS PLAN5 PER CODE FOR ROOF DECK. 111-01, 11 This drawing Is an Instrument of service and th; t � property of Kevin E. Mullican. and shall rernaln his property. The use of this drawing shall I I be restricted to the original alto for which It Is pre- � pared and publicotion thereof Is expressly limited to such uss. I -""*� Job No. 08-212 Shest No: - . K'_1� t� i rJ floor NOTE: PROVIDE ANDERSON WINDOWS AND r2 roof Jeck Dats: -4/201 2010 lls'f� SCALE: 1/411= 1 1-010 ANDERSON FRENCHWOOD DOORS. \,,II�2� SCALE: 1/411= 1 1-011 Scale: 11411-11-011 Drawn: UM A2 I " . -D-� Cheaed: - N B � . L11 \ ' ' I I I I -j �INNOWNEEMENN I I - �s � �� � i 7 I 'j " #3 J/� 2 v _ 0 == �� __ � _ _ 111,Tiil rW9 OLOZ, __ I I I I I I il 11 I I I - - ' - I `!2--�j`1 3 V-06" I L-L �- I � t I : - I I I 0 F 0 �-------N 1 1jjB 4 a, I [ K I - C& n __ i c C) I - [CA �) _ � ! >� 01 I __ I ,I _ , 11 I -T " L � , I I I '! ! �_ 00 111 - , 1 . � _� W /\ L 1 ' -A It ') ' D I..' 68 ' -- I \\"'� W] =7-111 /�'-1 �5 0i 1 i4=--7-1111 1 i A I "'--�11 �111 r�111 I -1 '\ I I u I i i i! � -'�j I --""// � / "� '�-�' j � I I -1 I I \ I / \ - ---- � 0 1 E - - - - ------- - -------- .- -- - - - ----- -- - --- ---------------.- -- --- -- - __ - - - - — N �� - 0 0 �� M - K,F,� VIN F_� , MULA, ICAN I I I., --M, , I — ---I . ---'T- , -1, I NC I��1[1; - _U� 1 �7711 - P 1, "R, z", _0 , L ,j7 . I I I 1 W17 P[� 5 1 6 N[� , I , j . I " I f - ,��7r 7 7 . 1� alf LL , " j 'Lj IP - _C _ , - 1-t- I -qThl' F--------'------------- �X_",- 7—y.— ,.—Y..- _ . ,1,— , .— I , , � 11 I " i � — "I'll',", Y,1 1LItIlUl fl I it, I , I . I J4 I I-1j,U " 1 11 U 11 III �j ,-, ,,�' � ��� 1, t'l, I I METAL ROOFING ON GRACE WATER I 1 ill 31 i j�---lijbIj, - -7 � U " III- � . , _]' . -7 --? 'i , , -H�� - 1�1 11 ilj 1 1 'i 11 i AND ICE SHIELD OVER 5/8"EXTERIOR � 12 _iA i . I T!, ;__ I . 'i ;, , [ pil ',___� GRADE PLYWOOD SHEATHING ON ( 90-4) -4��? - �? 1� -4 - "� .,�IJZI�i ,,, , I t L_' A _,_�_� � I, . L.f �.i ;;;; . ... , %, � . It I 11 " I 11 11 , I'll IIIIIIIIIIIIIIIIIIIIIIIII - 3 1 ,i.. , TI,4 1 11 I, , " � I I CONVENTIONAL FRAMING N I ��� i - I , � , I N I i 1111 � In - - 6 f L, �& � u � �, ;T .� (SEE STRUCTURAL SHEETS). 1 b Ij I . A-I -n111,,,I,Irl.! � 'I 1 8'-O"PLATE I - -----,-. ­­­�­­�� . _'14, 1 1_,� _r - I I - h ,lu!, ���___ ____... , -----,---"--------,--- --- -------____­,_­__­,_,____________­____­_____­, ------- - ---­----­­-- ---.---.----- ____.... - TOP OF WINDOW 11____ --------------- - . �, � _rr_­_�. __1T_ -T[-�--7-- __i_.I�,W. " 17-:7r � Tl T T-T . P "I j �, I -P,-7i - --T IF 17H,'- . -------. , II i ! I -� [I, , y7EJ� I I I I ________ 1, ,T" _]U I t 1 ,� Ll I� ?i i - i - JA ji i i [14, - i fi iUlkri � , V� I' �t " ti-j-1 I �1_1' 17 _j. -0"DIA BASE COMPOSITE ,= - I -_ I: I 11 I I I [ H ------- 1' p- , it�jl t, - I , " -4f ROUND COLUMN. � I [ I I 11 I L I If P !�'i',�, ,� (-- � ,-I- � I� , � - -'IMI-A 1 it -1, I 1�1� i I)�!. I i 12 1 � I I! .1 �, '13 11 , ,; - _-1-11, -I', ,I ; I I b I I I I i,li I . I I I� I I 1"", zo 1�I[ I ........ I I i -Ilu - _I -, t ,�r_T_11.1 .11 _Ij I -------- I 11 h -I I I r-, , I! !, I �I =,IPW ''I'll, irl-1- _a,lill , ,,'I - . I I I PVC RAILING 60 6 t� I I _. � -1 ,L,11�1j_ jA1JL1,_,',"._tZ H , , . ---I-.___1__1__.1-j'_______.___j_.J__ J'I_I I �� F, I (D �,Ljj 114 1 .. � � . .1 -1 . I ­ .. � I ,; : 5 COURSES OF PVC , , - - , I P4L y i , - 1; I il� I il� f'- __ . jqjL_L -!I � '� -14, IL�i . - � 1I H L l,_Jl1_.,lTj!,l_1 , i I � 11 III Jl_ ,- I UL-w I, 11�1 H I 1"x 6"T&G SHEATING. . - I �'fjlj I 11 1� I _jl , ij ., I I P -1 , � , IL J, 1, . .. .. I � _-_A I I . �­ I i __ . .- i I ­­ - A I 11 I I I - - I---- CONTINUOUS ALUMINUM EAVE DRIP ON I I I ..I--- � , I I I 1 . .1 ­ . ...'', � . ­ - z,P CONTINUOUS PVC 1"x 2"NOSING OVER I it I i r i I f I THIRD FLOOR ,. -.11 - , L_ ___ ___ _____ ___ __ -.-.,-,--.---.------ ,-,-,--. _J OPEN RAFTER TAILS. , I IT - _,,� -i -_ el . I 1 0'-O"PLATE ;-, .1 I I.- ful"I 111714-6].L1111,11 A PVC 2"x 6"RAFTER TAIL. j-t Lh - �11. 1I FFF - , .. I i .- I - . ., U -, - 1� -_.i it I -� ;! -1-1 1j___..-_. I - TL-I, LJj.j_LiLjj_L i---------� PVC TRIM 2"x 8" HEAD I 11 H i __LILI-IL111-Iiii I � U41-u-LUILIL a1jj_h_.Uj_ULjjj_ULjj_L . LL I, - I j � L_j I I H.-I I I i I ___ 1. ff.i i4 - -­_ � -- - 11 1, _­ J�_I j___L - - ,1 .1 jt�l TOP OF WINDOW 1, j-1� a T'i - UT-1 �, 11 I -Ilm-1 W1 2"CROWN,2"x6"JAMB ­ ill _1_1 11 ___------..--_..________________ __ pri-lu-1ull I ­ , " 11 - -- 1. --- - -I , __ - - U lLi 1XL —_ i . I U _L11 i �IL __ I 1111 I�,I I"j,I ..'-AA, !Lil AND SKIRT W/2x SILL. II - z -1,il 'i ____ __ ____ r__ � ., ; , I - - "jD 1 I L H IL�f 11 tl ii lu 11 I ItliI 1- 1-TT, I �. I�1� I 11 i I J I L-I.LALILL - '�,' i I i�,] 11 Juld i v L-,li� - = I -1 I�i T41�,_ - �. �, � ;j � A I , ! I I h, A lljiii_�j I ------- 1'-O" DIA BASE COMPOSITE nibj lb ! J-4-11J ., _IjL,i,l�U_ ei , I !� � - h, � I'll I I H 9 1 �l I 01,�_4 I ),_l�, w_1 �U_J.-.14117_1�_ j_u i , - i I ILI[,11, a� I I I , r , � I � i L_�.Lj,� ro , kIjL I i 11 tI I � ___� I II 11 !I I M I I -I-- --.--J'-.-, ti I I_LL[1 11 ROUND COLUMN. .1 L Uliwl� I I I - Z? 4 ­_ � I i I 1� 11 I ii --'---- I 11 ll Ij il 1 j_Ljj . , i I I.I r T n'-' T 'F- I LY�1� 11- ,w . L4�_ 11 b Al 1.11 U, i It ___T "I ml�-h14I L I I I I i J_41!711 I- I---I I X i r � = -T , I 1 ,. ; I ,, kl-ff � _..U__L 'I - . 1i , , . 9 ._4 11 111il I L,, 1 1-1144,1il, I . I Ij ' 4 1 411 I i I �l �_Ti I, !_� � I � - I _____-----PVC RAILING 80 I 11-ILI-1 1 1 L Ul I.l 1L4_4_i4,t,.ft"11_11 I 1_1 J4 �, _" i " � I � ; - " - — ____ . MI .1 I -I I i I I .1 I-11 1 T , , - I . 11 li -. 1-111' _ I -1 I W"'d 1�ild I -- - PVC PANELED II I 11 ]I i tlP - ____j_.____t_.__1_.___L1_L - . ­_­ - I ­ -111 _ I I -_ I ------- I i ,11111 - P.R 11 N I 11 11 h P.N I 11 11 9!I -_ COLUMN BASE. I 11 I 1 h 11 11 I 11 I 11' I - ­ 7- = � . TI, ,_T l' � juj,-1 -17 "!.1-1 ,� -'r4,;- , . I j'. I L� - I . I! ff=ll d. -�, 4-1 'I 1, 1, 1. '! I F,'I,,I _; I lj ;�Il I 11 all I , IL_L CEDAR SHAKES ON 15#FELT _�, I =a=(_ _.Z_1_T=1'M r, - I- TFV_ 1.174:1,11.1-- -1 -- I . .. 11 -1 __T � H It .1 , ;TTIT I I 1 ._. I -.-, 16 !I:fL ,--", 1 1 I-[ I I I I L -1 L4,1,r-a-111ALi ,1 ll� ��. ill-j" t_, __I,il__�_L�wl . l. . 1; I� ; �-L�­, SECOND FLOO� -I I , i , , - , " �14 Ll I I '� i t ' ' , . 4 � I, _Lj._I T --I W - -f _Iy�lI___1_LLLd_.j1_j_ i �_ I! I- UjIlL-1.I 1�,l 4 ! ,1 lL_11jJ 11 jill 11 �ug----------OVER 7/16"PLYWOOD SHEATHING ON - I� 4' � _=1 I III I I _�=j 'T M11 I, I I I - L - ,, " 1 - -_- . � _� '[1l­q1"h,"I""1hr,hinLit-, I I H IL I R-I I_" I . ILL-IL11-t-j--,LLi-ILi-L,L-1,4L-�L.-L,'--'�L- ­­ � TYVEK BUILDING WRAP ON T I 1 ,4 j A I It I hK -1 , �4tf� 1� I -ii � - _b _ .- I . - _ aP_La_j_1!__,_l III I ___ - - __ ___ 17 ­_- _­­ �_ 2"x 6"STUDS @ AW O.C.. 9'-O"PLATE :;-- T---- —,----- - ; 3 ­ -------------.-----------.---------,-�---..----�-----------.,------ ----.,---.-�------------�,-.�.---------- . __­_ I 1. I . I I I .� �, - . 1, I -_ . � I . . ___ "_� PVC 1"x 2"TRIM BOARD � ____ � ,­ I I . I . -.-- . - 1. . � .. .. . . !--- I . .� ....., � - � ­_ ___ OVER PVC 2"x 12"TRIM BOARD , - r . _-m�-­­ - _m� -_ - .TOP OF WINDOW - - I . --I I � __ .. ",I- _ - ­­.. I� I - - . ___ - � �= � - r � ­­­- . � ---.--,-,-r- - -r- -- ­­ff---, � I I - __T 1 1 " I I I . �' � � , . I I \ - r------ I i i I , I � . ----I---- - __.4 _] I F._____---j------I 11 SAND FINISH STUCCO OVER I-------j-4---[----- 1 ---.- I � I--- I � i .. I 1 ,� �- --- 1, WATERPROOFED 8"C.M.U.. L I 1 I I I F ----,-I___I , , I .. Z? --j-_�.- 1 --i-I L_ ___L___j 1 [ �- � I .. I b) I - . � I 'I', \1 j = � I I r------ - - . -11 -7-__. - 11 . I I I - PVC PANELED COLUMN C? I i I . i '. , 1 1 - � � � � b I I I 1 I . I . . � I ON STONE PEDESTAL(OVER I I I I I I ; � l-, I '." Li I ­ � I � I , __j i I I - I I I . . . 16"SQ C.M.U.) I f, -_ , I . �_ I I i I .� I ­­­_ I I I I I , I 1 1 I . i i I 1 1 1 I I I �' I . .-T.------ I I I . 7�,�, , � - L_________j i "I'll, L � . ._�__ I ! .1 I I � 11 _. .-.---.- �___...� I , - __Jrff_�__5:i___��,_, -=---- - _ � L--l- ____________� -_ I - --- -_ I _­ _75__ FIRST FLOOR � j _LL I L I -1 1____j - _____- I �;___�_ - __(;;___=�_=T __- i I I - .� I __ R-a ---,. - _7L_ = ,L___ —.-- =:_ I I -T- I I A , -ff--f- ;t FINISH GRAI --.=--- --- __ - - I .- .- - ;�-_ a, , -.Z= _. ­- - - .-1 I -------­, J� - .. — 1111111111111111111111111 ____+__1_�_______1 ,;, I I r7� 50ut,k 616vationi . � - ��3 SCALE: 1/4"= 11-011 r "O�' �'00&" � I - � � I � I I I I I I . � I I , , . I lq�l .1 I . il I'� , METAL ROOFING ON GRACE WATER I � lft��,_­p -- ,,� l. I . ��l -- AND ICE SHIELD OVER 5/8"EXTERIOR I � IN, �1 11.1 - I rt-1 ­� I i � 1 w-1111 _11 .1 I GRADE PLYWOOD SHEATHING ON , " I il , - ­_I- .. I I I I I U- - -. , 11-71 IMN I , "I � � I CONVENTIONAL FRAMING I , 0. - �r. r , 4 ` ___ .- ;I., - 8'-O"PLATE oll . r-T__1 ji I I. LL I (SEE STRUCTURAL SHEETS). . I. . 11 IJI, 4 I i . .;i I y,� 'w'- ----------------------------�---�.--�=���-=----,�--- . 11 11 � i , , -------------------------------.------- I jL - i I - - --__---______ -----,,-- _._.________.____________. - __---------- I . I til -11_11 " - _____�� OP OF WINDOW � Tf f; I i ,I j , , 1. .C= - I 11 _11- � ,� 0L 11 it I.- 14. ..-I, I'. .1--wT �,� - ' 161 I 1 , H1, 717 _y - 71i FIF PQ, L�1_i � I -_ 11 I IALJ�1, ',,�-, _j, 7- �io _.I , fl i I 14. i 1.I t It I 11 I ,r%-I I -I , � - -F" i._ 12� . I ;I 11 . l,-,uj_,[,1_ , - ii , I I �1--nn-"d -----'1_1 [yT I I I L I j I** ---I--.-- ihf. ; 1,ll� ,Iu�'_ 141 1 1 _17,T-Irm dl� I J! I I . EIE � , . �_LLRJ .1 I, , f � L 'I . i 1 18 I . M 1-3- � LJ L 1 ,4 f I � �ill. � . . �-11`16, _�,-_ i fl . I L.Lj ._L 9 yYl�_�,-L,1,L A .J.-A ,11 I I f = ...y � I � I I ... 1 H' i i I , _J zo 14--pay . I 'l-1-11 71, , C? I I � ,j I' 1JI I . I I ,� I' , . _.� 'I , � 'I -7, A I I zo L_j"U1e1_j_!_j" , JU I Ul I -il 4LI-1, _j i ii IT " il 1 , ,I TIMA", , It 4, 1, 1, Lill I' 5 COURSES OF PVC .-"r,-, t I hJ1. I 6, ld'_L!�fl- " I it I Jul I .,_1 It _j. A-1,1-y" , I I,I I ,' 'I 1. 1"x 6"T&G SHEATING. 1 i ITLA111-1j, I I I . I '11_,� I I � � I . , THIRD FLOOR , 11 I I CONTINUOUS ALUMINUM EAVE DRIP ON , I A, 11_0 , - j,. CONTINUOUS PVC 1"x 2"NOSING OVER It . . I- --- --- -,T ,--r-T­1 -I T---f-1 I . 41j.__Li_w,'lu_1 L, L,1 I Lk__LL UT�_.1_qyL I y _i,_I,i ­U.L�_Yl_ Tj_ 0 I 11 ' I.—- !'I 1 y,1--i 1 i II , TiT 'll'P �I-j I J 'I I - --I 1 1 t 1 �LLJJ',j _LL-1-11�dl i I I I I 11 ;Lg� ,T_j_,Lj1._1 N111- . � � �. -W-11 411 ,1��ILILII,L , -;)I,,L 4 A�,, --- ,1-d I, �If li�'0 AC - -1" .- , il IT� ; ,,, j _,_ ----- -T,i.--�,I 211r,111�1 OPEN RAFTER TAILS. LIJ ." , , �1, IX I L, -3 i � .11, -1 � j_ ,-,-�,A_ � : ti U il ,�J�,4I . ,_-,. ���u-it, 10'-O"PLATE ;-- I "'A I irf ' - � � , , L 1, I ILL � I � , '' , 1� �_.Ull , j i_�,Pj I 11 ,jl [i i I,I'JA , V , _,�-3 jj_I.r1j _- -, ,X,!N Y� ii- I I 1�! I Al I, h N ,fl ,� IL U-41-11,L I , , , I I ru,1, I;'11111 I,11 i f��ft,L I , �I � ll t , Ii ML11 I I p ,-,_U_j,;, Ill I � I , 7 i - i"I I j I -11 - Y_ .I lit -,- - _. ___�� PVC 2"x 6"RAFTER TAIL. No: DATE: A �_,_��i �__�_ 'r , V_'-'j_-_p4:y,I_j_,I J . . j I- -�_ REMSIONS: . - - ff I - �,_­___ �� ---.----.. ­_ - T I .--- . - � , � L �=_ I ly 11 � � 1) ( I! 1 Eff.gil - -1,11---,, � - ;L -i, , _141AL -11, -111...Y'11 -1,it .- 4' 'TOP OF WINDOW It - ­ i Hirl, ii k� , ­ ­ �! �, I � !Y), � .- � �il , . I L_U I T __ -1 1-1 Ll 1-1-i - __ - "I __ i; i I 1_1 PVC TRIM 2"x 8" HEAD '111 l- T-i ,I ill,! I Wu — 1; ­_____­—-----­­­ 1 r---—---­_________.__ i ------------� A —11 - I i 1j, I -L � - 11 ji I ! i , i . I I I l 11 . .. 1, ?c j! i " , jj � , I "IL-11-11 I " -�I I' - _j_. -i]-1,Ij I --T-] � � I 1 1 1 -q-11 W/2"CROWN,2"x6"JAMB I , _±1 .Tu- F----T--` U ,� 11 1 1 !I N!11 1! I�'11 jji i III � I , 11"i _',1jy�,I__W11j " " " III, I ' 1�_U4,_ 1_11_�,,, I "_' M ,I I, , I . I I i ... - 7- 11'-Ij e AND SKIRT W1 2x SILL. A ., � q !I��I! �i �1,�l� I I � , -, � pl� 1; 7 I LJIUL� 1-1-It�_jU`�l1_jJ1y1j,1..j,1j , 1 - 1 . 11 '' r 11 '',R-Aft,I _V-d' I ;I ti I � IY-,- I 1 �It., � H 1 � 1.1 1ILLi_ . - 11 '' � 11 I,d� - i . . HI 1 I 1 -V-4 'I , `[I-C I 1 TI., �u LIA .- � , I I b I ii ,� U--- , --tt_ija'. ---I U d 1 U jI_U JQJ ll 4 , i ,�1 I , , ji,i, . i I , ..T. '111'111�__iLtlj UL- LU�j I I I I 1 1 �14 114,,11 " ___ "I H 1.1 li it . LO h N5 I I'l-11.1li"I ,_��_Ip_ - =4 --T rT,T i I I ! . co b , E j, " �1 41 tl I 1 1 , I 11U I 1 , I ` -117 it I � � PH, _r�l V-0"DIA BASE COMPOSITE 0 � Ir I � I I j; I V_ __ j_ I_�111,tIll L��J, Q H �-1111 LLP ij.-J-11,117 Ii -r ,,, -t_[ rini-I - 11 i I ill , U ,,__j_L_; IIII 111, I'Ll 1j, I! I H 1 _011-A.411,1J.'11, -,I . , _T�_11, 111 AU, j, 1, 'U'U'Ll . 1� I -1 fl Lil 1 ffa jgI, _1 it f ��[inn I I I ..-il'! I ­ . ,. i I I I l -T-,4-- I.lj' ----------- ROUND COLUMN. 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I 11�___ -1 1_41L 1 11 It I- ' 11 "- - -, -11 �, IL I - -- - _._ I - I.- - -I J_ :t A-4 LM2 _�_, � --...- ­ -, , ,- 91-0"PLATE I ff, - ---,-�-------�-----=------.----�----=- --­ � � . -_ . � . . I , I I . .. I '* 4 - ., � . I I � I ...1, � I - � � . . ..,I . I . . � � . 1� 1�., I . I.-. .I I � . - . � . , _ I , �,� I , I I . I I � 1, PVC 1"x 2"TRIM BOARD � * OVER PVC 2"x 12"TRIM BOARD . . � . . I � � . 11 . � . � I ­ . � . . : , I ­ � �. I I . � � � . � , , , , . . . I . . .: . , . � � . 1. . . �. �. ��. .� '' . . , 1� , . � I �� -. I � TH F, r"'r, L, L,y 1 5 . ... . - I I I,' I � . ;1 I . ,.� � � I �1� . � � . I. - — TOP OF WINDOW I . . ,. . I , . � 11 , � " , . I � - , I I I I- _ 7 1. � . ,. . ,� � .. 11 � � � .� . I * I - i - . I I - ., I .,. ,-----,-,--- ! -----.--- SAND FINISH STUCCO OVER a IIIIIIIIIIIIIIIIIIIIIIIII 0 -_1 " " , , , -----, , , , - � . . I . � � I 9 . . I . . _; � � - . .1 . I I I ''.. . I . � i . WATERPROOFED 8"C.M.U.. b .. ...., I . � ''. I �, I i � , * . ,.* I . . I . � . I , , I . I . . ., __`­ ______ L � ., , , . �, I i I I 11 , I I .1. I I . I I -1 . � L___�___] F _j___j I i i , I . . � I . . . . . . i I I I "�, . i ` , , C? I � . . . . ; ON 16"SQ C.M.U.COLUMN. I , ' ' ` " ,, " , i I I " - ED .:� I , , * 1. I i r-,[,F_VA rl 0 N5 i � . I I � I I ." .1 . . � . - � � , I . . 11 . i I I I � ____ � I * . - ;... - � '. * ­.. I I � 0 = � .. . . .. . T__ ��� L.-----.-Jl , 11, , , , " , I I � � I SMOOTH FINISH STUCCO F_xi-r-I F-1 I 0 P1, , , , I � I I " , , , ,% , I L-_ I __ I - I � , I , : , � I .�, I� - . . ..� ._____7-1= ­ l. 1. . - �, . �. I 1 i i I . _____­_ -1 We drawing b an Instrument of service and the I . . � . � .I . . .. I I...... . I ., . . I . . . "I I ,,,% L__------------I I .. property of Kevin E. Muillcon. and shall ., � .� . �'. . . I 1. . � I I . - - . i ., , . I remain his property. The use of this drawing shall FIRST FLOOR ,,__ j I � , � ­ I I I � � . __ � I , , , � 1, , , ��. 1. � �I ,� . � . I . . I .. . . I . , I �_ , be resbicted to the original site for which ft le pro- - I = � . � - . I I ,,, . �. � . . I I� . �� . .� I I IT FINISH GRADE . . . . I � 1. I . . L. .,_ . " 1. � , . . . : � . pared and publication thereof lis expraWy limited to � . . __ - Xt ; 11 — . I- . , :11 - such uss. I I - Job Nw. 08-212 Shoot No.* Ko*2� rlort� elevation Date: 412012010 1 ��3 SCALE: 1/4"= 11-0. Scale: I/-411-11-011 Drawn: U.M. A�� I Ch4m*e& - I I IIIIIIIIIIIIIIII 0 0 - __ - - __ . I I . . . . . . I I I � � � � I . I I . . I � � � � � � � � � � . I � � I . . I I I I I I I I I I - I I I I I I - I I I I I I I I I I . . . . . . . . . . . . . . . . � � . � I � � I I I I . I . I � I . I . I . I I I � I � . . I � I I � I I I I � � � I � � � I I I I . � . I I . . . I . . r r � I . I . I . . . . . I . I . I I I . I . I . I . I I - I I � I " I I 1� I I ., I I I I - I I - I 1� I -� I -1 I I -� I I I I - I I I I I , I , � � � I I . I . I I " � � � � � � � . . . . . . . . . � � � . I . . . 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Ii-, '1V" ."'t��Ilr . 11 [ - 110101.1 - It' .1 t I ., I=111-1T_7TEr,_7,1T:T '11-C".111 j -, -,- ELL I, TL1,=,T,M7Tj1_111 I'Tj �� I I ILA-11-111 , I I _U I 'L .- -I"(,�iTl�l"-r-�ti7-����l;"�l,�i--� Tld� r`fTTA_ iiji . METAL ROOFIN , _11`1 , IIJ11ha"l WJ14 Ill V � G ON GRACE WATER -, , Tu"I I! '_u I- I-I,. L,I.Lr�11,i�,4.w E-0 - ­ , I - ' ,it I I I , I I 0 I r, I 1,,'f., I I I I" " ,'�I�,LLJUA. 111,,1 it , - - - I Ill , - I i, I - 11_� �1_111-1 111", � AND ICE SHIELD OVER 5/8"EXTERIOR ::, � ;�, -I 'y 11 i �._;- . � I i-J-11- "___� I'll 1- 4.4 iji I 1 . - - 12 ii i LIH HAJI 1 ILI,I I I V i_IhT, , GRADE PLYWOOD SHEATHING ON - . �1 �1��'Ll"I I I "415�_ I 1. T_ , - -11-1-ILLH, I ILIML__�� � -i I - E, .1; X -1 I 1-11 8 - I � I_ , ,I i'111-1 - I ,; ;, II ,�, I, II " L-11 � I CONVENTIONAL FRAMING -111LJ . 11, ; N I Li ____� (SEE STRUCTURAL SHEETS). 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I .-- _.�. - -, 1, "I � ,�I 1 0? ---,--I I r � I zo z I 1-rAIJ T-i-I�- 1 .41,11 I, _________ I L Li it I 11 I 11 !1 I . - .­ ,_ I J ,IU J-1-11, 1 1-4 61,1! L it l�i, ; I -1 J'Al I Ij . I [ULT1 I� I jyj I 'T1.. - f 11, - I ` I Ill ED If - 1-111-1- " � I , �', . __. I I i I '] I,I 11 I IN . I -[LI I. 4 I, , -;U,111 -E,11 I 1----14A,'I . H I I 1 , 11.1 __ 1 1141 _.L� 11 i -i- -�11 I I. d I --p-Ill I , 4,�- � I I - 5 COURSES OF PVC s � I ,tj 11' ____, I U I ,,�, -11 [_______j1, I I II ,,I I-41- ,I. �_ 1, i H I, I _�� j! . -1 ____= 'I41 1 . 11114HIIII i-ffll I I I ' - I I- I if : I 1, I"x 6"T&G SHEATING. Afl I 'I 11 1 1 _[ I L _L�f_.�t'U ��J' -ii -- ,1 j--(i- I�I I . - "r*rl I ----I I; . TT 1- ­ L-7 11-7 L, .. . �I 1 I ,4 , , , i I _ I I T' ,I,,- I I y7T ,I!I-,Ijl ,;__ i i - I. I L ._,_ I .1 I . q . L' , I - I _ _r , . 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TYPICAL (LI.O.N.) 2"x 6"P.T. BLOCKING BETWEEN FRAMING _-1/2"DRYWALL ON 2"x6" APPLY AFTER RAFTER TAILS. STUDS @ 16"O.C. 5 COURSES OF PVC I"x 6"T&G SHEATING. PVC 2"x 6" RAFTER TAIL, NAIL TO FRAMING WITH (8) .131"x 3"NAILS. ��W- §�ZP FLO��RSYSTEW EE!T7Rj L CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS PVC 1"x 2"NOSING OVER SMOOTH FINISH ON OPEN RAFTER TAILS. 5/8" DRYWALL CEILING 1"x 8" PVC FASCIA BETWEEN RAFTER TAILS. SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES NOTE: PROVIDE SOUND INSULATION ON STRUCTURAL MEMBERS AND CONNECTIONS. 1/2" DRYWALL ON 2"x6" BETWEEN FLOORS. STUDS @ 16"O.C. "PROFOAM" INSULATION PVC TRIM 2"x 8"HEAD W/2"CROWN,2"x6"JAMB Lj� 104 AND SKIRT W1 2x SILL. bo 0 z LL 0 0 CEDAR SHAKES ON 15#FELT OVER 7/16"PLYWOOD SHEATHING ON TYVEK BUILDING WRAP WOOD BASE-AS PER BUILDERS SPECIFICATIONS. 2"x 6"STUDS @ 16"O.C.. % Cir DEEP F FOR SS S`� CONTINUOUS Z FLASHING (S T TURAL) OVER PVC 2"x 12"TRIM BOARD 4"t SMOOTH FINISH ON PVC 1 x 2"TRIM BOARD 5/8"DRYWALL CEILING 1/2" DRYWALL ON P.T.2"x 4"@ 24"O.C. W/1 1/2"RIGID INSULATION BETWEEN No: DATE: REMSIONS: LL: A CY) 0 A LL 0 0 WOOD BASE-AS PER BUILDER SPECIFICATIONS. BRICK OR STONE SILL TO MATCH FIRST FLOOR VENEER 4"CONCRETE SLAB 2500 psi W/6x6xl 0x1 0 N[�W HOMF, SAND FINISH STUCCO OVER W.W.M. OR FIBERMESH ON 6 MIL VAPOR WAT ERPROOFED 8"G.M.U. BARRIER ON TREATED AND COMPACTED FILL. THF, r"r, L, L,y 5 GRADE SEE STRUCTURAL SHEETS FOR ALL FOUNDATION DETAILS C14 ...................... WAL- 5F:CTION5 "Thle drawing Is an Instrument of am Ace and the property of Kevin E. Mullican. and shall remain hb property. 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A /--- 0 i I i i ....... 2 TUM F�UOM5G�Nf FIXM i I AN ---__ / \ I i \ / / 1-1 .00, '4%, 1 I ,-- -- - @. I i ,----, 1� ..- / .ol LNHT I f-,-"---- I i I I I I /_-- �_ I , / I --- --- -------- ,-"-_____ - I \ 0 "", 11 I ,_ = LF"I J�� I -�'V'�N\ RE(Y/ I j I 11' t F_'_ ­ F_ %% __4____.__i . \ [____ ____ I \ ___ _ __1 / \ \ - A4-1 1 REF W/ \ 1 44" � I 0 ___ _.___ REQ/ \REC \REC r-' PANTRY L GFV .- "�' ,,._,' ............. Pk�-WIT�OF 00%FAN R"WALL P"WALL \ \ � L I I I -GR r3 [-rdt---- --li�--- -1b44-6- ----4-4'-'- - � I (9) 0 0 :@BKSP 0 LIND d1b I \ \ __ 0 q R I CABINET CAB GFI CAB QGFI Wv LICK ___1_-1 . � _.______._________'.__AQ -add ' KSP CA*b- %k.\ ____ i L I 44ll­-------- - ­----W-------- .-- -- 44�-- -- --- ­..-j 44' r------ -------8 -,,j�-­- -------BKSP� r I / --- \ \ t 6"WA L I W tTu-Iffi I '/'_ R _........... ,,, -,N �e I . � 0"WALL ' Z I I 00 t I ___I _ I GF1 GFI GFI i GIF I I / \-�_ - _____ -_ - i /' A/C'�j if I (0 _" I I ____..-_ I-------) 0 (2) EL W-� 1. NOTE: PROVIDE ALL NECESSARY - _____-___-__'__'__j I LIND� /I ___7 44" V I t REC NOTE: PROVIDE ALL NECESSARY %.D' .­ '=­ ­�­ - ��__' � #3 / ­__ ­ � .. - ­ ELECTRICAL CONNECTIONS PER FM/ . � --- --"� "�, , LICK " - , - , - , - , - , - I I I - , _______� , - . [-----"--, - I i r1i ' 61 f CAB . _,.,, LIJ I zo I I Z Q TFI -1 I I - W�_!' ELECTRICAL CONNECTIONS PER 11 I Ej I LU ' - 11 `0 - '_ I ; X I I'll r� - _� 'REC � ELEVATOR MANUFACTURES I � -_ -_ _j > '�� --"--I I � i I , .-�1 ELEVATOR MANUFACTURES r-_--I L( JE jt-'; ........... . �*-Abf FM Wl'H�16K I � i I , , lrR�Ei EC 0 -,/R C _� SPECIFICATIONS. 1 1� L.-, 3: 1 IF 0 ELEV ! I. ............. I I I � \ / - f"-------- v �O * 1 \ I ,,, I ELEV SPECIFICATIONS. \; LQ_q ' vi aamsp� AN& / \ e- _____ - \ \9 -'\ I : U I N%' 0" . LIGHT T/�;� 1 \ 44I` 1 �' 1%,� I., \ I 1'=P� , - - �@ i KSP N i ( . L.-1_j --- -_ %.'- ' \ \ i i \ GRI( :K I A/C '�, 7 1 . ___�LL__ N% i I � I LL _.; \ I I ol�J:�A- / � - ........... . 5wfcH IWP B -------____ - I --- -, 44" _________ -"I--- I I I - ----=-, GF1 - o.� � L - ___ I lo, ;AIJ4 t=== -t- 60 WA f . ............. � ______4 o _��. __1 / ," �� i I GFI rl� TO SWITC I--1 q'WAI I -It-- I ! ___..-_-_-__. ___ ___ ---./ , /" - '- -_--- ---T 15 i I \, @TOP OF , i I�'V I '._-1,j___v_1 i I I _'__ - __I _'. ___ ­ -11-__­__­ ___ _' I. I . 5 WAY 5WfCH ---- t. .....--- .,-___ _.---- -_---.,- - _7--------� � I I \-S-TAIRS I t+_. - I­ (n) .+--..-- I , F_ -_ _"'--- // / i I 1 1 y/ '� � REC %,REC I f . .............I........I i -- I I i i ! / N 9 I � "I 11 k ' 1 1 1 / In � .0 I \ I j ' N ! i 1 1 / --"=% 1 4 " I i i I I i � I / ! 4 WAY 5WTCH / \ I i 11 IJC I I . . I ! I 1 K I \ I f . .....I.................. . I \ ____. ___�_ -_i I n \ ...'.' "ll :0 / " I o" t /0 t 100" *11% / / 1 I i / � It I ! ' --i-i I - '0 / I I � I 1 �_ i 7_� I - `!7-', 10� I I I i / \ / \!1"1. .-_ � 1� I i �. REC I _.-_ ... I I'll \ / I l .. �' �EC,�,"V�' - � - / 4 �'_____ I REC" 1%. Ill.s _,-- . ­ ----I--,- I . ........................ . 1215CONN�Cf 5WfCH ­-. ,. 11 / � j �$$$$$$$ STORAGE WIP 1 ! I --, - C r�;;', \\ ..**11 1*1 S\I � P�__1_ --_----_--- I � a i i \ \ i I _. " N .000l % I -UF;l - i I i \ � i \ i .__iqJIJ(anS__ Is - � _ 11 -l000 I � ...­­­- -___j / \ I / I I \ . / I \ &SWITCH jj 0 . ........................ . JUNC�ON PDX �_' I . r i I \ i � I t I '\ \ � / i . ! \ i I -"BELOW-- \ I I I \ i I i 1 !�R \ \ I I 11 "\ \ I \1 0 LIGHTS I � / i �__'__-_ \\ ) \ I I I i \ V 1 1 j I I �IREC I I 1 \ I I! _&__9W1_fC_H - L_J_ I I 1 � \ N 1 I I ! ! I _1. - CPOL�fv \ L I '\ ; ON ;I I n . ........................ . '\ I - I -- \ I I i I ,%% :@44" 44"& I I --ASOVE.-- I i � �_- � I � U I \ \ I . �' -, / 1 i __ __._'._____ i . . ..---.. Ili GFI I GFI I . NOTE: BULDER TO PROVIDE k I � i ':_=_'__ \ / 1, - .-I '�% 4 1 � I--- 1 \ I / ' I � 110, FHON� . ................... . PHON� � ;SCO - ; 8 RECEP LOCATED IN BASEBOARD � z .-------_�_ / LISA; � OPEN ,.- \ I \ I /1�; OPEN -----4 1 OWNER TO VERIFY LOCATIONS. I ! \ �' I ' -,-"---,T N : , NOTE: PROVIDE PIPING AND I . . _.._3 I \REC I Y,-1 REC �'N I RE(;v I_________ I I 1� 1 ABOVE ----.---L--- I GAS ; - I . T \ / � I I S G (a AREA BELOW i---,-------- [3 . ........................ . 'a�M05fAf I WIRING FOR FUTURE CENTRAL I I - i FP I / I I - TO SWITCH ,,--1 1 -_ R pol / i i i � I � IN FOYER VACUUM SYSTEM. I RjE( � / 11 i I :a I I I / �� - i TO LIGHTS 1__.`__11____ - L_." ; - I 1 3: -.--- ' / I I _'i'i9i�1_'_H_ M _.......I............... . 5mor'�t2mcfo� ­ - . � � I I . i l , I i [__ _E" I zc I \\, ----T------ r � / � i I (D .-ABOVE--" I I . I NOTE: PROVIDE WIRING AND I I I � __._li­____ ' i i I � I ; � . ­ I I- 9 � 1 ! I I I_'_-_'k_-_-__'_ L- -__- SWITCHING FOR EMERGENCY I I t !\-, \ I ; ) t I / I -------K---- I I I � I -_ GENERATOR. I i N` ! l_-_4__' ______1-.__ k L.__-_­ ;� ' i I I It i I I , _= _____i� \ �14�. / I I i \ l i � I I --___1C% - � **-J4�_--'411Z 1 � I I , -- � 6 / d 1 \ ! I \ A'h \ .-_;-1 _11411 GARAGE V�' \ .'Ielppho - \ 1 %W \ i i �'�_ i . No: DATE: REMSIONS: / ..- .'� I., I I REC ,- ! I ,I_cl.-- ti GARAGE I Tor ..' 1,44 ' Ir \REC \REC I � DOOR / DOOR Al------.- il I I I F.�OOR i � .� i / 11 I prNm1­1 ­.--1. --.,-I I I is D � 1 F_'_ __ ___ -, __"'0PrNM____ __ __ -,__ I ' I (61 .1.1 � I I F_--- -_ -_--- --- -0 _� _! TO SWITCH\ i %'� i I ...' 1`l%'�� � I 1� REC / I A . I -j- / .000 -, I 1 - i I I I / ..- I __; I I \ .-e I I �'--�'_ 1 ! - _" . �.'� . I � I- I ' I / .." , � I*% I @ T -_..� Or ! ____�� __;_� G_ " � I 111. I F. \ *_ / � I i I i � i I i i A 1 1 � Ar l I / 4 STAI S,,l '-'�' \ \ i I I I � � I i \ \ 1 1 I t : ! I I I - I i I i I 1 I 1 i I ! I A . 9 i / : \ \ ; J I I � � i I ! I %� i I � . 2 _"----_ I i I I ..' , i 1. I : .5 � �I , I I Ill. I.. . i O.--,---.- _. ----..-_ _______._ _'. _J L---- --_..______ ________ - J , I I / I .Vl -N% I I__­ -.- .--.---. __-.-_.- -_ rx- I IN 0 1 I?A K II I le 1-% L ---------..----.--- ---.-�--.,..----.--�.-�--�--,------- --��----.----.,..-�----......--,---.-�.- ----.-.- v_Q . I A& I - I I I I - f 1- _Q ­_ - - .1.__.__.1..__________ Ii I / ..-.__1- I I - i L__ - ___ - -I _­­ --­"'-------­---,-I- 1% � 44"1:�d , / ___ P§E=�_���111111111111111 WP 4 / � - ­.­---­_-- --"---------.I--.--.--- __._____'__'__._1 11111111111111111111111111111 0 Gj'I ! 0 1 , GIFII 1 _'___'_____2......*' "' WP \ N -_ 10 . : I --I--------- ---4-______-._ III I I (-nL : db \ GFI -_ ; I H! i I i I i ,.A WP \ I < 0 �____� GR .- __ _ _ _� \ I q ' � i i ! / i . / i 0GF1 \ I 0 1 ..' �''�% .1-1.11 1l,l%I'll,N. \<'I-� 1%.I., il X . I I .01 "'.. .1" N' WP ..'.1 \ 1*1 I i / I . I'll WP .11 -., "% "'jp i 11 " \ I I � WP 'e JC i i \WP / WP \ I REC/ \RE(Y \REG,0` "ll "ll � ' i ; / � I 11, 1. � � r- ! . I IREC / REC � I a (6 ?b I I NF,W HOMF, . ' ----------.-4 ____�___ ____ __L____ I a I i ________ _________ - I I .� _� I I 1 -"--'---7---"--- .. a / a \ I .. ..' 11%% 111�� 110, I I _____ - ---.------..I------ - "ll / _�.000l I --- '� � F 0 P-1, i ;; - ------ . / i '�.-7- \ l I "...�_ ..o' I � WP WP WP I I I , �______._ I REC GFI I / I I I I i q &' V I // I I I 1 .-----­_____­______ _____ -_ _________________._._'___ _____.___________'.__­ I I TH F, KJ� L, L,Y 1 5 I r-1 "', ____.4__ lf--,-- -1 r?--;;'"' - '�" ___________________ ______.____________________' ________________ " "I -.--- 0 _____------____ I E 'l. ..'.00l -, , rIp- - ( I ".. 1� IrA ,Q]i --- -1�_ I _ ':.:3 ...0 I �_____ -.-------- . ___ -.1 2 - - A '_ - .'_______­_____'____ --,---------.,--- I __ ����_ - - - _�__=__-,__ - �� - _ 11 ___�� ____=____=___ ___�___'_ __-, - W__'. _.___________ --------------- M_ / NOTE: PROVIDE FLOOD LIGHTS EACH / CORNER OF HOME.SWITCH TO THE FW019 Fl, F_[,F_Cll;�i CA, / FOLLOWING ROOMS: FOYER, PLAY,GUEST, / LIVING, DINING AND MASTER. FIELD LOCATE PLAN5 /// SWITCHES PER OWNERS DIRECTION. I This drawing Is an Instrument of service and the / property of Kevin E. Mullicon. and sihall / _ remain his property. The use of this drawing shall .11/ be restricted to the original site for which It Is pre- - .1110 pared and publication thereof Is expressly limited to . TO LANDSCAPE such us& LIGHTING Job No: OB-212 Shest No: I I __%� _"'� 50conj . Date 412012010 ri fir5t floor r2 floor - 1 ��6� SCALE: 1/4"= 1 1-011 ��6� SCALE: 1/411= 1 1_011 .Scale: I/411-11-011 el� Drawn: U.M. A6 I Checked: - - 0 IIIIIIIIIIIIIIIIIIIIIIIII 0 . . . . � . . � I L . . . . . . . . . . . . I I I I � I I I I I � � � I . . . I � � - I I � � � I � � � I � � � I I . I I I I I I � I I I I I I I - I I I - I I I I � I I I I I I I . . . . . . . . . . . . . . . . I � I � � � . I . I � I I . . I . � I I . I I � � I . I . I I � � � I I " I I I I " � � I " I I I I r I . � � I I � I . . � . � I . . � . . . I . I . I . I . I . I I I I I . 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