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1251 TULIP ST RESA22-0029 ,_ ."--,ii.',., Building Permit Application Updated 10/9/18 City of Atlantic Beach Building Department **ALL INFORMATION \ ..< rj 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY .,,t-,... /' ` IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: bac/ Tall`) 57, Permit Number: RF 5 k2Z-- 0©z9 Legal Description/$•Yr sf i t Aye SEC y 4-1L e 'Cee to-r-2 $1oc4 2o7 RE# 1 7i 0 a, — O 0 a,0 Valuation of Work(Replacement Cost)$ pc yjQ�D Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New I{�Addition [Alteration ❑Repair EMove ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial LolResidential • If an existing structure, is a fire sprinkler system installed?: ❑Yes IVo • Will trees) be removed in association with proposed project? EYes(must submit separate Tree Removal Permit) LA1Vo Describe in detail the type of work to be performed: A014 I I - Y. II 1 - I),`N D o✓ p e / / '-1 O Ko c/S'e . Florida Product Approval# for multiple products use product approval form Property Owner Information ,, / A Name Fr e,..40. Pw.fe Address C 72- /1 R 17/4 "TokAcfai✓ City -c..ckf0,✓vt16'e State -FL Zip 32-2.-I1 Phone E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company .4E6-- Bli) ' 4t-iS Qualifying Agent cre -✓ T&c-k. i.i € ✓ Address (c $iouva id Ai. Apy, L !'c/ City v ti.ck.re9AcvY-L(tc_ State f G Zip X 2-2- /d Office Phone ?o y-33 3- IP3-7 Job Site Contact Number State Certification/Registration# /. .6f.7 i - E-Mail STcvr_. ,SG c3v)1 .-i5 , c9 /'t Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer OR ExemptExpiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU • t 'TICE OF COMMENCEMENT. -- (S':na ..e of Owner or Agent) n (Signature of Contractor) Signed and sworn to(or affirmed)before me this .�i day of Signed and sworn to(or affirmed)before me this gel day of WU' , JO)0- ,by -b---0a. QAC' NOV . , aQ37_, by v v R. 13�nc gna ure of N ) G,(Stmnature of Notary) ''Y oue ESMERALDO SALONGA VERGEL JR 1►R n�a•. ESMERALDO SALONGA VERGEL JR o G': o G`. '?;n.. : Notary Public-State of Florida ?;�� Notary Public-State of Florida [ ]Personally Known OR �• ,,,, ...r Commission Jt GG 30083 [ ]Personally Known OR At•�a Commission!i GG 300183 J�-Produced Identificati ?orr�°: M Comm.Ex ares Jun 1,2023 J Produced Identification , of R' tt Comm., ires,J i t 2023 pe of Identification: f o iC 4Yir led th( h Netldn'l Nokaly assn. Type of Identification: _ �(-i.V ondetrt14r6b¢�r MaEionahNnt;ry Ac n MAP SHOWING BOUNDARY SURVEY OF LOT 2 BLOCK 207 ACCORDING TO THE PLAT OF SECTION "'Pr ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18 PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: GARY GEITZ, WATSON & OSBORNE TITLE SERVICES, INC., STEWART TITLE OF JACKSONVILLE, INC. AND FIELDSTONE MORTGAGE COMPANY. 0 N i'l/h WEST PLAZA (POSTED) o 102.00' (R) 14.- r I LOT 1 BLOCK 208 O 102.36' (M) � B ,.9' 1.D LOT 1, BLOCK 207 r I ,R'2 Q DURDEN W3 1.I• / L.B. x(1048 ....LI. o lDURDEN :OAj:... . 41.2 4 o • ... vi 6 — „ .1 0.4' (^� L.B. /1048 p Ati J °0 CDNC 3D.5' A C 0 DRIVE a • • • PAD . e .• 4.X8 Q .o .. s 1-STORY r—"1�TANKC 0 1 N mvn CON''—.• I RESIDENCE J p `� O o LOT 2 �J ` "� NO. 125! 6.0' O -�a ^ �^ BLOCK 207 p N tr MtJOD n STEPS I. •' $ h �5 40.9 • ,� �d f S 0 9h` 30.4' :. T Y 9 1�2' �� 0 0 0 1 Cm'c''. —0.4' U —I L.B. X6645 I . 0 0 0 0 2.0' O.B' \ 0 0.9' 0.7' I 1' NOTICE OF COMMENCEMENT State of h ,c r,l cl _ Tax Folio No. 4-I C")7,„._3—00 Za County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is tated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: ,Y) 314 V-Z..S 21 _ SeG H /� e k ►—o f 1 I cx_k t . RE *I Z 3-00-20 Address of property being improved: '2..5 Twp i c S+ ,, Qla,-f r (VG. General description of improvements: 'L'no X ; S a ►,-1r� ��lc/ ; p J �t .SorV;( Owner: 5 re-�� I c,y Address: S' 5 1-2 A P A 17C) ,Snr� �c1 • k 312/ Owner's interest in site of the improvement: \ 00 Fee Simple Titleholder(if other than owner): Name: Contractor: S U ,\ c�c'_r s L L C. _ _ Address: `SOD 3 rcL4 c._rcl I .d . L a C� I Jc YDS Url v Ile L 322. Ig Telephone No.:6001' .1.. Fax No: Surety(if any) kj/it Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: ti/4 Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: KVA Address: Telephone No: Fax No: 1 � M In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Sectio o;N 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: N/A Z33 ca Address: N 8 o W a • Telephone No: Fax No: a rE W y up 0 Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different dat s £ g specified): Or +p b J , .z v�� -aC THIS SPACE FOR RECORDER'S USE ONLY OWNER _� �y ;roM '.. Doc#�n)'�seo'a OR BK 20458 Page 2214, Signed: �.,--I G� Date: V Cr- 7 a Number Pages: 1 Before me this .7 da of 0(-7 , 2 OLL in the County of Duval,State Recorded 10/10/2022 10:06 AM, Of Florida,has personally appeared L(zt7 C\ Q66.C. c' JODY PHILLIPS CLERK CIRCUIT COURT DUVAL Notary Public at Large,State of Florida,County of Duval. COUNTY RECORDING $10.00 My commission expires: 3-'.Jt '4 2.3 Personally Known: _or Produced Identification: r-r-o,z L( \ DESIGN CRITERIA & LOADS SHEATHING SPECIFICATIONS TYPICAL MEMBER FASTENING GENERAL FOUNDATION NOTES o in`S DEMO2020 CMG' JAW 3 OO Z02D FLORIDACOLDBLSlDIN0 000[,7TH m1XON-WADING,RESDENT.A„ 9PECIf1CAMON E!'WALL TYPICAL AILING SHE.WALL NAIIINC MEMBER CONNECTION 110WW YEL R iA iNG S(SlFlxy FppTRIL ANfI FOr1N11AIlf+HS; ACA Rs EXSThC AND CURRENT REFERENCED CORES AND STANDARD$ r COMMON O 6U COMMON O TOP PLATE TO TOP PLATE FACE NAIL BEEN DE AND FMI C"ONS SMALL BE n ACCORDANCE WTH LOCAL BUILDING CODES.FOOTINGS NAVE 6 Ur FASTENERS BEEN OETV D...A RECOMMENDED SOIL BEARING PRESSURE OF 2000 PST.A SOILS ES.FOOTINGS O O RAS CW.1.23) M.N. /«-.2{/16.APA RANO OSB (3)ROWS 104 O 12"OC STAGGERED REPORT BY OTHERS IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE COMMONS.H THE FOOTING I 'X'Z q R TOP MORD IN On -.... (20 C Ps 5 DC EDGE, 3'OC EDGE. Ely W55 WC.OCCJR'.N A D'STURBCD O4 INSTABLE SOL.THE FOR SMALL BE NOTIFIED. FIL C OR PI SKATING 12.OC FIELD r OC FIELD TOP PLATE LAP FACE NAIL (I6)104 EVENLY SPACED SHALL BE FREE OF ORGAN.AND COHLSE(CLAY)MATERIAL.EXISTING SOIL AMO STRUCTURAL FILL V TOP CHORD DEAD LOADOAD(SHINGLE CR METAL) I PSFSIALI BE CWP IRO TO A MDI O 959 9001/110 PROCTOR IN ACCORDANCE'MIH ASIA 0 1557. G TOP CHORD DEAD LOAD(tILL) 20 PSF WAIL SHEATHING/MFR. TOP PLATE TO STUD (2)Ma O 2.4 WALL n e, BOTTOM CHORD LIN 1 On 10 PSF FLEXILE FINISH INCLUDES WOOD,COAL NI OR ANTI.SIDING,NMDI PANEL BOTTOM PLY OF DOUBLE ENO NM. W e BOTTOM CHORD DEAD LOAD B PSF ANO BRICK.Alt OTHER SONG TOAL-.3E CONSIDERED BRITTLE FINISH ( (3)106 0 2x6 WALL FOUND L PLM ONLY CONVEYS,ETC..SEE:NKR,. FOR GENERA.FEATURES.CONOUI5 Y X 0 j b TOP PLATE END NAILED) ELECTRICAL EMBEDS.SMP PLAITS,R AL DI ARCHITECTURAL PLANS.DO NOT SCALE DRAWINGS. 3 2. PANE (DOE BL BE INSTALLED REQ REQUIRED A.SHEAR OR LLS (♦)104 O 2.1 WALL REFER TO ARCHITECTURAL PLANS FOR ALL DWCNSWS. -'i 0 O 3. PANEL EDC!BLOCKING S 4E.lIREU Ai SMEAR WALLS AND WALLS MIR U >p F100R I OAONG (CA.1.00) BRITTLE FINISH.EDOODNG SMALL BE FLATWY 2x4 SPF62 OR BETTER ILIM(3)100 O 2x4 WALL DEAD LOAD - ----20 PSF FASTENED EA ENC W/(3)ICJ TOE-NAILS StUO TO BOTTOM PLATE TOE NAIL ♦ 104 O 1x6 WALL RODwCHARUM SNPERIEWNO FOUNDATION PETALS PRONDECOVER FOR RENE ORCING ACCONTI/APT!OF REINFORCING AT INTERSECTIONS OF D t^ LYE LOAD - 40 PSF () 0" A SHEATHING GAPS SHALL BE MIN,W AND MAX.SIN',SEE DETAIL 3/901 (5)104 0 2xe WALL PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BMS,Maw.OF 40 BAR DIAMETERS V h Y BOOf_EBAE1616 FlCDR FRAMING 5. SEE TABLE 6/Cl FOR NAIL SIZE LEGEND INTO EACH ELEMENT.SPPLICES IN REINFORCING SHALL BE 46 BAR DIAMETERS,WHERE PERMITTED, S w DI Lal m FFM ON.OLID A RIM BOARD TO TOP PLATE TOE MAX UM 0 6'OC O y JAB,2'ROOF SHEATHING. CEILING JOST TO TOP PLATE TOE NMSTEM WALLS CONSTRUCTED W/MASONRY UNITS WALL BE COURSED w/RUNNING BONDS.STAOREC (y� LIVE LOAD LOAD -L/240 AVE LOAD- -L/k0 (5)101 BONDS ARE NOT PERMIT TCO.ALL EXTERIOR WALLS SHALL BE CED FILL HE,GHT AS SPECIFIED c O P TO TA. ------L/240 TOTAL LOAD L/240 SPECIFICATION TYRL/Y SWUNG!CABLE END NAIIHIG .FINING DOST TO RAFTER FACE MAX (6)10tl ON PE AN AND AT CORNERS WALL ENDS.AND WAR:INTERSECTIONS.MONDE GON AN,LIF O REINF WONG AT MtERSEC DONS OF PERPENDICOAR MASONRY ELEMENTS Br 1NSIA.ENG CORNER i MAXIMUM DEFLECTION 0.75 ADA A:MIN. '/H".24/16, ed RING SHAM ed RING ,C D•.C.4' TRUSS/RAFTER TO 70P PLATE TOE NM. (2)12O COMMON BMS,MANDY O BAH DIAMETERS INTO EACH ELETAENI,AT STEM WALLS CONSTRUCTED O 3(H RATED 058 OR PLYWOOD E 5 O.C.EDGE.O.C.EDRF,e O.C.FIELD ,LACK RAFTER TO HP TOE NAIL (3)toe MORE COURSES.PROVIDE HORIZONTAL ANT REINFORCEMENT AT O.C.KRTICC ALLT.EVERY HER SHE AI HIND 5 OG FIELD WTHIN 4'OF ROOF END COURSE.KR',CAL REINFORCING SHALL BE INCREASED AS NOTED OON N RAN.LAP DONT REINFORCHM RAFTER TO RDGE TOE NAA (3)Ma SHALL BEA MINIMUM OF 6 ILL`MIN.'9y'.32/16,APA 64 MG SWAN ea RING SPANN O 4' __ BODE AID FT OR LOADING NOTES RATED OSB OR KM= O 6'O.C.EDGE,O.C.EDGE.a O.C.FIELD BOTTOM PLATE TO RIBBON FACE NM. 16d COMMON 0 Y ac, 91613.163.13561X, era 1 ^ 1. UNINHABITABLE ATTICS D WM LNRIT STORAGE 910 MAK BOO' SHEATHING 6'QC.MLD WTHIN A O ROOF END CONCRETE SLABS ON GRADE SHALL BE INSTALLED OVER WNWUM 6 MIL POLKTHYLENE VAPOR TRUSS BOTTOM CHORD UK LOAD INCREASED TO 20 ME CONTACT sr.,ISISEA FACIFWNG NO1E4I. N[ EOR IF ANT OTHER LOADING REWill ROOF S ARE NEEDED. METAL MIN.6-,32/24,ARA 10d RING SHANK 10d RING SHANK 0 4' RETARDER WM JOINTS L TREATMENT 6"ANC SEALED 511 CLEAN.COMPACTED.MMT OR FILL WiH PT - 2. ROOF rRJ55 MAK BE DESIGNED WM ROOF BOTTOM CHORD UK LOAD RATED OST!OR PLYwD00 06'O.C.EDGE O.C.EDGE.4'O.C.FlEID FASTENERS NOTED ON P1wN SHALL SUPERCEDE THE ABOVE TABLE APPROVED CHEMICAL SOL FOR PREVENTION CF SUBTERRANEAN TERGA TES.SAWWT (10 PSF)APPLIED MOR-CONCURRENTLY NTH ROOF TOP CHORD UK SHEATHING 5 0.C.FIELD MITT 4'CC ROOF END 2. SEE DETAIL 6/501 FOR tYPICK BOLT UP MEMBER FASTENING REQUIREMENTS CONTROL JOINTS SHALL BE INSTALLED THROUGHOUT ENTIRE SLAB ON GRADE. DEEP DIMES LOAD(20 PSL) 3. SEE TABLE 6/C1 FOR MAR SIZE LEGOO SHALL PLACED INA 121412'GRID WTHIN a TO 1;1 BOERS OCONO.II PI AC(MAW S -3. FOR WIND UPLIFT,TRUSSES SHALL BE DES WED WMA YIN. Rani SHFAIHNG NOTES 5 PSF TOP ANO BOTTOM CHORD DEAD LOAD 1. ROI WE ATHING SNAIL RE INSTAIIED MM ICING DIMENSION 4. REACTIONS SHALL BE REDUCED PER A50 L0A0 COMB.EIOl PERPENDICULAR TO THE SUPPORTS GENERAL FRAMING NOTES ..0.75(l a Lr) 2. PANEL ECCE BLOCKING IS NOT REWIRED TABLE 6 NM SIZE LEGEND G 3. y10010 10 GAPS SHALL BE MIN.1L'AND MAX.3I..YC GETOL 3/601 5 Q 4. SEE TABLE 6 PLAN REFERENCED NAIL' 1LNOM OAIIE1VI LOC IGAGING EED-)-HSL /CI FOR NAIL SIZE LEGEND _ f PRE-FNCOMERFD WOOD MMSvc BAS..RAND SEED- 130 60 COMMON _1 25• 0.131' SHALL BEAR WE SEAL O AN ENONE ER IN ME STATE MERE PROJECT IS BEING BUILT AND WALL f%LDITIG CA2ATEG O TABLE] FLOOR SHEATHING AX RING SHAH:( COMPLY WTH NEPA,TPI,AND AIT.100.CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BLARING . gm RU.LDING RISK CATEGORY tl _ 21E" 0.113' IS INSTALLED AT ALL TRUSSESPRS AS INDICATED RE IN THE TRUSS SHOP DRAWINGS ALL TRUSS- SS INTERNAL LATER NL ENCLOSURE CLASSIFICATION ENCLOSED SPECIF C.10N TYPICAL NAILING _ __ 1pCx1J1- Or 0116• AL).TRUSSES ONS AND TRUSS PROW ES ARE THE RESPONSIBLITY'COMMENTARY OF THE DELEGATED TRUSS ENGINEER i 1NTEU OD PRESSURE COEFFICIENT 20.16 - - - ALL SHA.L HAVE TEMPORARY BRACING PERANT RECOMMENDATION FOR 111 O CRAG COEFEICALSO(Ce) 1.6 2]/32 IAL BSB OR PLYMO00 IOU COMMON O 6"O.C.Fn.I H 10a Y J• 0.131" HANDLING,INSTALLING i BRACING METAL PLATE CONNECTED WOOD TRUSSES,HIB-91.•AT MULTIPLE SHEA'HIIG FIELD STRAP CONNED DONS,SPREAD STRAPS TO MOD NAILING CONFUC TS THROUGH TRUSS.WHEN USING COMPONENTS AND CLADDING SEE TABLE BELOW 10d COMMON { 0,146' Fl 000 SHEATHING NOTES - (2)STRAPS ON SHOE PLY TRUSSES.PLACE STRAPS DIAGONALLY ACROSS DBI.TOP PLATE FROM EA 1 1 LOADING NOTES. 11 DDR SHEATHING SHML BE INSTALLED NTH LONG Cm NS1..L.N 1W RING SHARK J 0.145 DIMER. W MND PE AREND.L RL TO THE SUPPORTS I. FOR RISC UPIIFt,TRUSSES SHALL BE DESIGNED NIM A DEAD Ila COMON .LL' 0.146' �� LOAD CONDEMN OF 5 EWE TOP CHORD AND 5 PSE BOTTOM '. PANE.COLE BLOCKING IS NOT REWIRED FRAYING SPFCs15 ROES N 144 CHORD.WSO UPLIFT REACTIONS STALL BE REDUCED PER ASD .1. SHEATHING GMS SHALT BE MN.$'MID MAX.SITE'SEE DERAIL 16d COMMON 311• D16Y ALL W000 FRAMING.HAS BEEN OCSGNED IN ACCORDANCE WM NATIONAL DESIGN SPECIFICATIONS0REAMER 01 1L 5/SDI (NOS)FOR wDW CONSTRUCTION.LATEST EDITION ARE TMOOD MEMBERS EXPOSED TO NE,AMHER OR•H L LOAD COMBINATION 0.60 A DMag a SEE TABLE 6/C1 FOR NAL SIZE LEGEND NAIL SIZE LELENO NOTTS: CONTACT W n YASOHRT.CONCRETE OR SOL SHALL BE ED FASTENERS NIB P,ACO OPTED DOT - .. USE IH$LEGEND FOR ALL NAAS NOT SPECIFICALLY NOTED NIM THE DIAMETER ROD TE PREYRVATE TREATMENT IS LIYD,ALL ATTACHED FASTENERS SHALL BE HOT DIPPED fbMO1FlIT Ale MMxW_OE M�N EARL 4'PORCH CEL LNG SHE N/1k ANO LENGTH ROHN PLANS ARD OEIAKS. GALVANIZED IF ACDA PREDERVAIK 6 uM0,ALL ATTACHED FASTENERS SHALL BE STA N',E55 STEEL. rin I (PSH) 2. USE BORED HOES WHERE NEEDED TO PRE0NT SRL!TANG OF WOO).BORED I FFTEC7IK MSD AREA rD ZONE DESOLATION SPECIFICATION TYPICAL WAXING HOES SHALL NOT BE GREATER MAN 755 O'THE NAL DIAMETER BCT CnWAMIG SPHOFV'ADom Q '- v IS' "W;OJ OR OSB i84 COMMON O 6'C.C.EDGE,e"0.4 HELD 3. NOMINAL NAL LENGTHS AND OM/ETERS FROM TABLE 10 SHALL BE MET PRCR THE CONTRACTOR SHALL BE RESPONSE FOR THE DESR7N ARO 03151Al10N OF THE ROOF n U (SOVABE FT) INTERIOR ZONE END ZONE I TO THE APPLICATION OF ANY PROTECMK COATING ACC RAC SYSTEM.ASPHALT SHINGLES SHALL COMPLY NIM ASTM 03161 AND BE LASTAL_ED -. Q _ °LRLN S1EAIHDE �� ACCORDING TO-HE MANUFACTURER'S R OLROR. MTS.TILE ROOFS SHALL¢INSTALLED PER CRE Q 0-10 030.00 -32.8211 +J0.26 -10.67 'CONCRETE AND CLAY ROOF TILE INSTALLATION 4AMUAL"AND WE MANUFACTURERS ECDR3ENERES R■■ PAESI EDGE BLOODING IS NOT REWIRED STANDING SEAM METAL ROOFS SHALL COMPLY MOH ASTM El 514 AND BE INSTALLED ACCORO.NO TO $6 Q J W 11-50 �J0.06 -JI.fi{ ♦30_07 -40.14 _. SHEATHING GAPS SHALL BE YIN.lE'AND MAIL SIN SEE OXTAIL 3/901 JATF l' SIMPSRN FA111PMP0 SOI[[[( THE MANS AC'URER'S REWIREMENIS THE CONTRACTOR SHA,1 BE.RESrOSNBLE TON LIF DESIGN ANC eR 51-100 427.06 -29.62 ♦27.06 -36.11 3. SEE TABLE 6/C1 CR NAIL SIZE LEOq M &MPS.MT MOMS M O 00.STRAPS AST/ILLATIONO ALL META:FLAWING PO VALLEY 4ATERi ALS 101-200 ♦nn -as 1 +26'71 -31.42 MATERIAL SPECIFICATIONS - al M .M�IIA iS , LSTAI.2TOM MS7EIm5 SHALL BE JCS SIGNED PER EBL,COYPLIAnC[WM THESE REW!RCM[NTS IS WE RESPCNyBUTr Cr THE ,4 [4+ L m (10)TAO ___ RAILING MANJEAC'LRER •_ 1 t. ME VA.JES SHORT.ABOK HAVE BEEN EDUCED PER ASO LOAD ANGIOR BOLTS a THREADED R0O SHALL BE IN ACCORDANCE MM ASTM A 307 OR MSTA24 (1R)'f.0 9k 0 U COMBINA TON 0.6W.NO IJR MEN REDUCTIONS SHALL BE AVM i 1554 GRACE 36. - PRE-MfWRUA.C NORAT..WEW3 S1NL1G1ON EN PERMITTED CStfi LAv La L.VU 11'A FASTEN W/(10)ICM ANY EYEBROW,CANOPY,ALUMINUM COMPONENT OR ANT OTHER BUIL ONG APPENDAGES NOTii PCU$-PRESSURE AND MINUS=SUCTION.COMPONENT ANO 0A90BS.SHAG'.BL IN ACCORDANCE WO ASTM A500(GRADE B). .SIB LAP EA ENO 10'&FASTEN W 9 106 SPECIFCAI.vOO GETALEO HEREIN SHALL BC DESIGNED BY DIMERS AT ME EXPENSE OF THE Q a. t!1 L CLADDING TEL MfN15 SMALL BE DESIGNED ECR 80TH POSITIVE /() CONTRACTOR. CON.HACTOR SHALL SUBMIT SHOP DR NGS OF MISCELLANEOUS ATTACHED . AND NEGATE PRESSURES SHOT.IN TABLE ABOVE NUM.SMALL BE IN ACCORDANCE WIN ASTM A S63 GRADE A HEX. SNPSON FRAMING ANGLE STRUCTURES 10 HE MAIN STRUCTURE INDICATING OOHNEC ON POINTS.REACTIONS AND FASTENER 21 ]. 00 01 O WINDOWS AND GOON FASTEN NG TD WALL FRAMING IS COIKCILIR 655101ERS• REOURE ENTS PRJR 70 FABRICATOR OF IfSCELLM WS STIR'.J4 D DR TO CONSTRUCTION F _• THE RE SPOT ROTHO ME WNDOW/DOOR MANUFACTURER AND ENTAL RU GAL ANTU H 'TA CONNECTORS NHCM ARE EXPOSED TO EXTERIOR OF MAN SMUGTURE. CONTRACTOR SHALL E FLOG A LC Dn.,•F"J YEN,'MFH ANY OTHER L+! `V SMALL MEET BOPOST PIAL AND NEGATE PRESSURES SHOWN IN SHAG BEG LOAN 2L OR BETTER. A34 Cl)60114 PRE-ENGINEERED COMPONENT SUCH AS ROOF FLOOR AND R5 2,:; RD4C 1 ABLE ABOVE y{ 4. SEE SCHEMATIC BELOW FOR END ZONE LOCATIONS RETROFIT RFRAR/RDO NSTM LIMON CMOEDMENT OF RODS OR REB.DOWELS SHALL A35 (12)60x11 -- h r BE 12 BAR D'AMETER MNNLIM BOLES SHALL BE'/x-LARGER THAN REBAR SIX AND SIIPSCN TMST STRAPS TYPICAL PLAN ABBREVIATIONS ! J .' RGER MAN THREADED ROO 92E.(U0N) CONNECTOR 114310EIES AN APS NT H¢ HANGER Yi Rx 1¢LM'i- PN` �A�`a END ZONE E 5LIPSON SET-%P(MNIAU4 FDAl DISTANCE PER“NUFACTURES M2.5A (S)0E311H)6 EACH ETD me EAN Nb4 _02 IR i'RLA1ID 05 ',IF IN SPE:TCATO) 61 MOM'e' MTS/2 (11)100 661 DEMON HOn2 HO/LN:N M 11FRY ACTUAL REINFORCING et REINFORCING STFFI SHALL BE ASTM 0615.GRACE 60. HOSTS (I6)104 STMT Kw. -----15 .AMNARO 105*5 LIMIER MN GAEL BIIE011a ROT® &R Pte. S ,'.r r1R1 sSR/IN-RTYF�SHALL AC ASTM 0492..RACE 50 MY Ni520 (m)10d 05 ,.MASONRY Lu, MAMRACIUIRR left L AMM YS » . 000 DO ZCPE SIMPSON POST BATE 0:a5 /moo MONOLITH. GE «By w.L MOTH WFI OM WOE FARI6C WW1.SHALL BE ASTM 01064. CONNECTER FASTENERS WIT:CCH, OC ON RENTER I [cx[R NY WLR NL s ` 41.i 4 INWARD VENEER 06013 LIN}ALL LAMINATED VENEER LUMBER SHALL MEET OR ABUN (12)160 INTO POST,16'TIMEADCD ROD INTO SLAB 01 -- - - 11H oIOE»hC STRMe SONO ' Wi[wH[»HHccowvcT E%.CEO THE ISS('0)DIS:CN PROPERTIES-ELASTIC MODULUS(C)2.OpOkr. -.- -00 L RRIESIIA'� _ g rt AKL W 0 P BONDING STRESS(EO)2E00PY.PLY MATH GE 1.75' MUM (12)164 INTO POST,SIE'THREADED ROO INTO SLAB EA !ERA RAP (10)100 N10 SILOS/POST W/11-THREADED ROD(CO(0 ¢ fAM CID Ala era ART 51w1000 ` "'..H,I..,I' OIL FR ICESPECIFICATIONS L1T208 4'OR WA'MIEN HD - a 4.19,;;.••41'v, ALL KL CONCRETE HAS BEEN 0E50NE0 IN ACCORDANCE AI 11,ACI 311.AND SHALL RE EOR UN4M[ER U RECOro K PON06 PER=Ma FOOT § .'F'``4[A[�'4...'5'S.- CONSTRUCTED IN ACCORDANCE MIN ClA301.316 AND AL OTHER APPLICABLE (0)9)S%'x211'INTO S1U05/POST W/11'THREADED COREPOMED ,:PPP:'•y SCOPE O F SERVICE REFERENCED STANDARDS.ALL CONCRETE SHALL HAVE A MINNUM COMPRESSIVE 0TT22 OR 11'a'TITER HD ED LOOM n POUNOS PD aouAAc NO r NTH A WAWA MR MFINFOG -' STRENGTH OF 2500 PSI AT 2B OATS. ER EACH WAY PL PMMLEL 5111410 Luken --- = THE STRUCTURAL ENONEER STALL NOT NAVE CONTROL OR BE RESPONSBOE WETS (26)160x211 INTO SWETS/POSt w/06'THREADED ROD EPOHED Or LLLttt FOR CGNSTRUCTION MEANS,METHODS.TECHNIQUES,PROCEDURES,OR GL1NFIR TE MASONRY RPFOFICAMONS FAT EDER4R PT PRfSWRE MATED 0 ,�'6`� SEQUENCES FOR THE ACTS OR OMISSIONS DE ME CONTRACTOR OR ANY MASONRY SHALL BE DESIGNED.CONSTRUCTED AND TESTED IN ACCORDANCE AN ACI SIMPSOH HANGERS FOAL FRXIMMIMN �` TMER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY DE 530.AC530.1 AND ASTM C90.MASONRY UNITS SHALL BE HOLLOW LOAD-BEARM°. KIK ROiORG114 g THEN TO CONSTRUCT THE WORK A ACCORDANCE WTH THE CONTRACT GRADE N.TYPE I. NORMAL WEIGHT.WTH A MINIMUM COMPRESSIVE STRENGTH O FASTENERS FT FOOL Nm MOLAR. DOCUMENTS. 1900 P4:(:'m.150C P[:). •� LU52e (6)100 TO CARRYING MEMBER(4)tOU TO CARRED MEMBER EY FOOTING SF MARE FOOT E• Pis. FHF ONPIP H YTS ni SRIM'IEMM FNRfFRING SPSIHN RFSPON9RX ITFc. GRWI AND MORTAR SHALL BE DESIGNED.CONSTRUCTED AND TESTED N LU5210 --- - THE ITEMS SPC OFICALLIT DESIGNED BY THE STRUCrJRAL CHOKER ARE ACCORDANCE ASTM.476.ASTM CIO19,A514 0270.CROW SHAII.HAVE A 41NILIUY (6)100 10 CARRYING MEM6FA(4)104 TO CARRIED MEMBER R J WW1 own SPF L¢MVGE PTHC NR H y SOIL UW TED TO THE FOLOWNG.STRUCTURE TO SUPPORT GRANTY LOADS. 2e DAY COMPRESSIVE STRENGTH OF 3000 Pa ANO A MAXIMUM COURSE AGGREGATE HU210-2/HUC210-2 (le)NA TO CARRYING MEMBER(10)TOO TO CARRIED MEMBER tamE. RESISRESIST UPLIT ME 51T.AND ATJREET015OLSLATERAL BELOW 1CADS.AND NOMONT IN CON:50€ 92E O'IF PLACED Al AN 6-10 TI'SLUMP.MORTAR SHALL BE 1W AI OR S. HU212-2/HUC212-2 (22)led TO[.WRING MEMBER(10)104 TO CRIED MEMBER ABBREVIATIONS ARE USED THROUGHOUT NOTES.PLANS ARO DETAILS 4 mW P 9RUSS INCLUDE. 3 Pena.-Tie BUT NOT UNITED TO,PRE-ENGINEERED TRUSS DESGN,TRUSS-IO-TRUSS CELLS CONTAINING KRTCAL RE 5'-O,TIENT SHALL RE GROUTED M S'-0-MAM4UM HJ410 (18)164 TO CARRYING MEMBER(10)l0a TO CARRIED MEMBER �NE� COSINE.TONS.OR ANT AR SHAG TJRAL.YE CHARI.E OR CLEC TRICAL EFTS.WHEN UFT SHALL EXCEED 5'-0'.PRONDE CLEAN W1S N BOTTOM COURSE 1ysMI aii•M1O5y o' SYSTEM.TO CONTRACTOR SHALL BE RESPONSIBLE FOR TRE DE9ON/ OF MASONRY WALL- rfNYFMnR NOTES L. •I4MIHnYHW C aERaxE INSTALLATION OF ML WATER PROOFING. • .OR CONNECTORS NOT SHTOO ABOVE,CONSULT TIE M.UTACTURERS CATALOG 4RNwbw� a C 1 _Y M•S_L 0 rIPM ACC AND NST ALL FASTENERS THAI YOUCG PROMO(TOE GREATEST CAPACITY r.L 1.1 ..72............_ A capet Wti ii BTCK SHALL BE IN ACCORDANCE MW ASTM 052.0216,OR 0652 FOR BUILDING 2 CONNECTORS SHORN ARE PSCN-STRONG-RE.ALTERREAE MANUFACTURER ��2014 e ARGIL,FADING BRICK,6 HOLLOW BR D.RESPECTER/ELY.IPE N MORTAR MAYBE IS ACCEPTABLE AS LONG AS PUBUSHEO VALUES ARE GREATER •• Lam m W OK e•• I NW USED N BRICK ENEER. FOUNDATION LEGEND AUDITION WALL FRAMING LEGEND WALL ST10 SCHEDULE IMPORTANT RENOVATION/ADDITION NOTES ROOF FRAMING LEGEND 2i-d----I DESIGNATES FOOTING LVE :DESIGNATES SHEAR WA.1 N/Ai OSB LOCATION PLATE R MAX STUD SII ANO SPA010INFORIIATM SNOWH M)NESE DRAWINGS REGARDINGGENERAL FOUNDATION NOTES SHEATHING.DASHED UNE OCATES SOLO EXTERIOR 6'-1'MAX 2.{OR 2.6•16'O.C. Ni316 DESChATFS NIGH URIR CMNFCTOP WFOISTING CONDITIONS HAVE BEEN OBTAINED BASED M 1. TH15 FOUNDATION P_AN ONLY CONKYS STRUCTURALWALL TO APPLY OSB.FASTEN OSB N/66 EXTERIOR 10'-I'MAX 2W•T2'0_C.OR 2W O TX'O.C. 16 b a- AVNEARLE SOURCES AT THE TIME OF DESIGN INCLUDING INFORMATION.SEE ARCH IOR DIMLNSCUS COMMONS O 3'OC EDGE.S•DC FIELD. EXTERIOR 14'-O'MAX 2X6 O 16'O.C. �.7{_ DESGNA TES GABLE ENO WRACINC PER T/SW2 0 i=n` ASSUMPTIONS BASED ON EXPERIENCE NTH SMILAR 2. SEE GENERAL NOTES AND SPOCIECATMS ON CI FOR FRAMING.ANCHOR BOLT AND TOP OF WALL A STRUCTURES. THE ACTUAL AS-BUILT CONDITION FOUND FEATURES NDI INCLUDED MTHIN THIS PLAN. FASTENING PER 6/602 INTERIOR 10-0'LIAR 2W OR 2X6 Ole•O.L. -5 IN THE 11110 MAY VARY(ROM INFORMA'IL.INDICATED Iv 3. FOOTINGS AND FDUNDAT.ONS SHALL BE IN ACCORDANCE DESIGNATES HEADER SIZE,NUMBER OF PLIES. INTERIOR 12'-0'MAX 2,4 O 12'O.C.co 2X0 O Ir O.C. FRAMING NOTES 11 u 0 U THESE ORAWNGS. CONTRACTOR SHALL VERIFY ALL WITH LOCAL BUILDING CODES 1. FOR TYPICAL ROOF SHEATHING AND FRAMING SPECS SEE R J (2)24-1/II AND NUMBER OF JACK/RINGS REWIRED EACH WALL STUD NOTES EXISTING CMOITMS AND NOTIFY ENGINEER M WRING s. SOIL AND FILL COTES AND STALL BE IN ACCORDANCE SHEET CI N. END OF HEADER.SEE DETAIL 3/SD2 1. WALL STUDS SKOFED M PLAN SUPERCEDE THIS TABLE C INTER E BEGINNING NCR CONSTRUCTION GE ANY WITH GENERAL NOTES AND SPECIFICATIONS PRONDEO 2. INN STUD SIZE AND SPACING IS SHOWN.CONTRACTOR MAY 2. EA TRUSS OR RAFTER MUST HAVE MIN(2)124 TOENAILS N. INTERFERENCES AND/OR DISCREPANCIES THAT WRIT M CI INCREASE STUD 512E TO MEET ARCHITECTURAL REOMIS O(1)SYPSM 112.5T PER 5/S02.VON ON PLAN y z-'A b EX,ST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD --� OESMATES BEAM OR TRUSS 2>p 3. ALL STUDS AND POST SNAIL BE SPF/2.UM J. RWIENAC US'NG(2)SIMPSM CUPS ON 115'WIDE LUMBER, Z n CONDITIONS, CONTRACTOR SHALL REPAIR/REPLACE ANY ROW/NR VENT CALCULATIONS VII A307 THREADED RW TERMINATES AT {. USE SW/2 FOR TOP PLATES PLACE CUPS DIAGONALLY ACROSS DOUBLE TOP PLATE LL U DAMAGED EWSRNG STRUCTURAL MEMBERS DISCOVERED YODEL 15X0-510 SMART VENT OR APPROVED EQUAL ® FIRST LEVEL TOP PLA:E.SEE DETAIL 6/801 S. USE SYP/1 PT FOR BOTTOM PLATES FROM EA OTHER TO AVOID SPLITTING WOOD. i =b DURING CONSTRUCTION. THE CONTRACTOR SHALL II. FASTEN BOTTOM PLATES OF INTERIOR LOAD BEARING •M n PROVIDE ALL TEMPORARY BRACING/SRC/RAO TEMPORARY ACCOYMOUAIES 2W Sq:ARE FEET OF HYDROSTATIC RELIEF "- ---_-' WALLS TO SLAB W/166 MASONRY CUT NA/LS O lfi'O.C. S U m SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES ROD AN KhTLATM. �B 'F A307 THREADED RW SEEDETAIL TERMINATES AT SEE PLAN ECU NMI110NAL ANCHORS Al SHEAR BALLS U'•i Y NECESSARY TO PROTECT ME TIOI STRUCTURE SAFETY ANY ® FIRST LEVEL TOP PLATE, DETAIL 8/b2 C b u PERSONNEL DURING PERSONNEL DURING CCN TY C THE • A YI111MUY Q'(1) GENERAL FRAYING NOTES STRUCTURE AND DURING CMSTRUCTM ARE ROW VENT IS MOANED.SEE SETAE 7/301 (N THE SOLE RESPONSIBILITY O THE CONTRACTOR. --- -' -' T SEE DETAIL 2/502 FOR TYRCAL MALL:RAVING ELEVATM 2 SEE SHEET CI FOR SHEATnNG SPECIFICATIONS 1 WHERE FRAMING MEMBERS CONSIST Cr MULTRE PIES (BEAMS.HEADERS.STUD COLUMNS,ETC.)FASTEN PLIES PER DETAIL 6/111 S. UNLESS OTHERSSE NOTED ON PLAN.PROYDE STUD I 1111.101004 C(LUMNS BELON AU./ MULTI-PLY BEARS AND GIRDERS THAI MATCH NT/BEGIRDER PLIES PROVIDE 50JD I a _. __ BLOCKING MINN FLOOR SYSTEM AND EOUK WED STUD /L 1 COL URN M FHRST LEVEL IF 51110 COLUMN IS LOCATED : ABOVE 8 02, . Q NEW ED SPF/2 WOW Ti-0• FRAMED WALL 0 16_OC. A, NEW 5'-0' I . P1/ 2X8 TRWlegl.1111114I CMT.RIMBOAPO S1RAPHENkYHTO.NCE0� A%OPENI!IG TSLROOK JOIST (TEMP.•PERIMETER) STUDS W/(1)Y5TA21. / WO 1B'W. '. FULL DEPTH BLOCKING. (TEMP.G END q'ELME) I PRE-EN TOR TO SUBMIT ..�III_ .,��.■ PRE-ENgNEEREO ROOF b Z W J _ ♦ TRUSYS O 2{'OC.BY I . +; FASTEN EACH ENO W/ PRE-ENGINEERED TRUSS 1, OTHERS :C1�= ,I (5(102 IOENAI.S 8 ® 8SHOP FORTRESS ESOSS TO . , �' 0 /1/ Li. .A. i���-_1(. I Q XQ ENGINEERING r` {IL FR I i-. (%LIMP FM RENEW PRIOR lO , E F.00p KNT PER VIII—�(. n• I I C• TRUSS FABRICATDII ,I�-�I, s$ L R' 1/501 I ,_—, I FLOW KNT PER 1� E' IW. e ri r— rn T c WILL 6'O EPDXY I .��. I 1/�1 Ao S0 I I■eFp 671 1 (1TH EE'R,G FIG ::��1- I n W W W TO ENSTNG RE DA OVERHANG-W NOT .I__I. i /8 U EXISTNG FOUNDATION SOWN ALTO,36 DO FTC ) _ LLPER 6/SDl „8 „MAGIC CXIS'RHG UPLIR fff LL FDR REFERENCE qEY- __(TYP ONE•TO I I 3� 3� ,^,MhrE-OHS OR HINGING PLATES y3• _ EMISM6.TTG) :;I���li. OCATE Kw JdST ADJACENtI' I`�}O I �� _� II_II■ Ela. �� 1'•it�0a�'I; TO ENSTNG FWNovr___ / - [EF=''Y _�. 00,..,._...7__,............,..7 _,........ IN. .._II Y$ Q J W I „,,, STRAP C DER 0 / // ///! ti Iiif' 2 mSTUDSW/(,)AHSTA2{. ~ 7-P N' M / W ,... (TW EA EV] NOR) -/ 2X8 YP KRrnAME VH 'lll,' )2W SPF(1%INC POST.FA51ENRAFTERS O le OC.FASTS A I/• TOP O BOT(TO NEW HEADER) R1PRONOE&.00XMG Bp.Ow 1 (� AN/(IpHT516 ON(2)MSTA2AL.1I1NEW KING POST AND N 3.. / • {�2' / c /18 ;1 J : / --1.•1: 10, y6 ONIOI.M Wv I psi ���Eo.. 4:40 : 7 /A ' / , A il If ef. Se per. affrAir .,-, rr ., ,, r r . i s „fp.•!,r- / / 4 4,07,2022 • ADDITION: ADDITION: ADDITION: TM'- ..NGis .,....f.P.^ FOUNDATION PLAN WALL FRAMING PLAN ROOF FRAMING PLAN '”" S 1 SCALE E'.1'-C' SCALE:IE'-1' if-0'1'-' SCAE:L '- •-, O' PX+NaV'A PENETRATIONS TNRMIr.M STUn, Bo LOT;CUT,NOTCH,OR MU.HOES Y o STUDS I NON W� HMI �w IN BEAMS/READERS UNLESS RENEWED g 2 O M WALE LOAD BEARING OR I LOAD BEARING LOAD RO•-LOAD 92E 92EBY EE9DN PROFESS.?.. 6 EXTERIOR WALL WALL BEARING BEARING 0.......„, , W F r SII BORED NIX,92E!BORED NOTE 92E WALL NOTCH WALL NO101 284 1 46' V3�X-•, bb 216• Sr 4A' WAIL HOLES HOLES NA"Ell DRILLED Iv 1 aIDfuMs/PPIY IC U•EFgNIY ICAXo BLABS SLICED IRON 1M WO yy zFi„L`•1 401 601 601 251 401 .._?..,._,A,._ yy, �.. ACCORDANCE Wn1 11.BEAU HOE RETERENCL TAMS OR MC LNFPn LOAD TABLES OR XSLOE0 RN LAS "' Fj wt 184 1){' - z - I R-✓'' DUALS DESCN/SPECF1CATON SOFTWARE ONLY.106 0�011Ea APPLICATORS.SUCH As BEAMS NTN 0 PI C} _,(2, 4 _.2 X' Z 1 ) f40 ! CONCENTRATED LOADS.RI A9 CONTACT YOUR LP.Sa0S1OI.00ONE.LRLf.MOO; W i u._, 2v6 t kA - 3 1 2 BORED NOES W WN. I"'°• rw 20O(/elnr, 1'-D' PROWcrs 051WBUr00 FOR ASSISTANCE. u,Q j I. (2)2.6 - 3 Ile ] , ' 2 010.401 OF ORED HOLES l9 L Y"" /.ROUND HOLES CAN BE DRILLED 050R1CR'5%REA A'PROMOED MA,NC NONE THAN ly 24e 2 1P - 4 1 v 2 TaA Sax,MOTH,606 OF TUD DIA.60%Of - FOUR HOES MM:OTT,WM THE YwYUY$0(JIG DESCRIED 1N THE DIAGRAM NE -I !� O (210.6 - 4 W 4 i' 2%A OD DM A'DOUBLE510 06004 ■ I YAIOYUM HO,92E 6 1-1/2'FOR DEPTHS UP 10 9-1/�-MD Y FOR DEPTHS GREATER 3 Z O MAX. X • l MM 9-1/4.' 6910,w 0- ( 2 s'LW. OEP104 M. I. AREA 0 I G AREA A V I AREA 0 I 6 Y IN TOP AND BOTTOM PLATE HOLE.CUT OR NOTCH THAT IS 501 NOTCH 2514 NOTCH 401 I 1 RECTANGULAR HOES ARE NOT ALLOTTED. O OR 8000 OFWOM BUST BE REPAIRED USN°16 00)005.) OF SND °F STUD 1 $ �?m TROTH MAX. MOM MAX. p_� ♦.00 NOT OYiL NIXES'.x CMT.CwAS WITHOUT PI6W APPROVAL FROM WE PROTECT OESIOER. O METAL BE THAT IS AT LEASE 1W SIDE(SECTOR 2306 9.B IBC) - O !.ORIONHOLE 9/ES MD CPE0OYABPS MAY BE P059BLE NTH FLATTER(4(0 MOOD II WALLA A SHEARWALL IT MUST BE REPAIRED LONG HARDY �= N P FYTERIOR I1Q --- MINKS FOR MORE WORMADPA CONTACT YDS LP SOLD STMT ENONE(REO MOW .• FRAME SADDLE(HFs) 21a X 9•MT LOCM j PRODUCTS DISTRIBUTOR. P • 5f MIN(.SUN L MUCK 6 UP TO THREE 3/4''.625 MAY BE DRILLED N`AREA B'TO ACCOMODATE WING MONO IJ'QlL -- OEM SPM �, WATER LINES NIES HOSH ES ALL BE AT LEAST 02'APMI.THE HOSHALL L BE LOCATED N YE RCM",2306 9.10.2X08 9.,1.AND f101RE 2306 9.10 IBC NL PORE BIRD C.OE DEPTH O A WARM CF 3'FROM TIE E.T.A.AND HOF'P TIE - - BE..FOR BEM5 SRA:LOER TNM 9-I/f,LOOT HOES AT IAD-DEPTH O CUTTING. BORED HOLES IN STUDS AND RATES ®ALLOWABLE HOLES IN PSL LVL AND HEADERS H.PROTECT PLUM*.lOSS 050*Masn%1E •1 Weft N ---- 501 TYPICAL.APPLY WERE APPUCABLE TYPICAL APPLY WHERE APPLICABLE R 1 T r a ., I (3)]X' I FASICNMASTER R it-�! p)u6 ` Ina Wood (.' Q (2)I ill .(PIMP 560(6 6 20 Fj 3gl eIT•°C • i } O sw CA 50C 3 ..ADD FRAYINGMD 80005 \./ (1)106 COMMONS c. --- I ME. MAX SHEATHING I I I Y CO 91ALLEA GREATER THAN(1)12' •fM90E .. GAP IS EXCEEDED STAGGERED •4EARSOC EACH 510E SILO BELOW °`�L"P DOUBLElai Q TOP PLATES - •SHEARING GAP: PLAT`LOWER TOP tlEY'.GILMER ~E11 2 u Z /MN.lf'-MAX N: 741ZC W J eavuANY P ,f/ 3' A S AIN NG Ilr -%•.,•r OF Di Y 1f1J�ri nsroNAsmR L. r1S08 " "0 eost STEM 0 /�/ tL UNSUPPORTED YM IC Yi SDEM a 160 0tC `yI SPC.O'6• fjy L{. (LW30CKED) AS NEEDED.ADO(2)h_STUD BBs r+4 W F PANEL EDGE 2.4 BLOOONG O ENSBnG N/x EMSnNG WALL FOR NEW .Lai p (TYPICAL) (4)106gV 111111, 21'O.C.FASTEN G BLOCK FULL MOW STUD wKl WALL CONNECTOR rr EE./(3)106 ANCHOR.SEE PLAN or, (LLY I •SHEATWG GAP r% J _u (4),06 a 12' w MN x-MAY Si � � ii5 1'.Z� i,::---- a EA�E : FOE 0 Q ICI ea EDGERNAILING ��. IM. ANCHOR.gi RAN SLOE PW 1)106•12' VIII ()R cDl•4W g6 4 Id 9/S01 • REI.OM 24_PT CND NCOFIYI9H AND FASTEN `jO CA.sP T T •W OC. ONLL PLY W I IDI .TION SOS SCREWS O e'OC STAGGERED IIT EAOIA°°SEE ERCO OCCCSSTTAGGERED I,1 m FELD MA'UNG RIDDLE Nom`- rr NEW STUD \�)M BEM 1 ON ONE 90E 6,a PER TABLE WNL,ROOF ( KKR WALL FILMING eLDIEL 1I01BERS DENOTES 100 0 8'O.C.VERTICAL.UW eon 2. •• DENOTES SOLE PLATE ANCHOR,SEE SLNEDULE HOES: rp '^ 4. • DENOTES FULL HEIGHT ANCHOSEE PLM' 1YP1CAL COSTS,DON Al STUD C0.UMN5.JACK-TC K',nG ASSEMBLIES €1 4 u1 °L£RLAL HOP RATES AT CORNERS&NTERYCTIOIS CORNER POSTS,ETC i 5. SCE PLATE MANOR NOT RE00 WIRER BAY ANCHOR 2. SEE FASTENMASTER FOR FLARW INSTALLATION RECOMMENDATIONS WALL,ROOF,FLOOR AND PORCH IS INSTALLED 0 CEILING SHEATHING LAYOUT ®WALL CORNER&INTERSECTION FRAMING ®NEW ENDWALL TO EXISTING FRAMING a BULT UP MEMBER FASTENING 11 N Z TYPICAL.APPLY WHERE APPLICABLE TYPICAL,APPLY%MERE APP0CABLE ONLY WERE NOTED ON PLAN TYPICAL APPLY MERE APPLICABLE CI . Q FL000/AIR VENT CALCULATION: 160 cPYMONS•6.0C uRIFr ANCHOR J 'MODEL 1540-510 SMART HENT W APPROVED EQUAL I PER PLAN 11 ACCOMMODATES 200 SQUARE FEET Cf HYDROSTATRELIEF SO E P ATF AR H(1R 50 (YI F yy AND AIR VENTILATION. I CONT.RIBBON BOARD FASTEN W/ C (6)100•EACH JOST(TSU) UPLIFT PLAN °R BETWEEN PANEL ,SHEARWALL'WASHER _ • 2.13.011L1011-1188.10;2111811182.A MINIMUM Of(,) �6N TEP EWE SPAM* S CW i YAON° SZE CCM T 2.4 0*0. he Q 91000 MALT b REWIRED.SEE PLAN FOR 9ZL �1 066 COMMONS_ II INTERIOR TRUSS AT Q -.. 1 246 PT TOP PLATE SEE 9/501 ROOK DOST PER PLAN M M�6 FOR AMCNW 80, SPECS O 8-OC ]8'O.C. 012W.TR AO'DC 16'0.C. 2'82•+X' SW 1W F[ N N RD O 6'CC LION ' X'•TR 48.OC 24.O.C. 2•r+16- 3X' 1X' eve PPE-CAST COR i.RIM BOARD FASTEN w/ FLOOR.C.ST PER PIAN nHxo m w .Ny UN1,L•//(1)p r CPU WALL W/r DOWEL TO MAT01 VERT. II� (6)000 O EACH JOSS(M) II HOOFO0TAL 51EM0ALI RE.KOTCING(SEF STERNAL 1 I 180 CONNONS ;� WA9ER SZE.SEE 1! 1666160.060•060680V6Y ,I`I�'-I- SCHEDULE)„/6'HOOK INTO(3)COU.LLP ( r•6'°C-\II� O e'OC R 08 VERT RENNFCRGNC 25'IF STEMMA,IS GREATER I 1 • TATE NOME 16'x8'%3'8000 TOP O STEY•ALL MAN(3)COURSES. �1 I -BEAAM )15 TCP BND BO 29 od VENT. SEE'ROOD , '� _I q! CONTINUOUS B'.16 cONTINuas'l()M, EDGE OS020510 f =,.•'/LT.,�i•+� ;- VENT MOLES'TORI �jJ'' SEE TABLE ABOVE- Aix''•' INSTALLATION �E�d ���■ WAGE W CWC SEE ARG1.�` �: BOND BE.t./(2)115-' lint 286 P.T.TCP PLATE I' n9 -f rxlM -��%���// .\\ �!II SEE 9/S01 FW I 3 C 1 ��%///jam 1 I�1�,-\ HALM( 6°0 6'OC UW 1 c STEYWALL SCHEWLE \,: �.:\\ \. ANCHOR BOLT VL \ `OVER INTERIOR GILL ! /N�! ■ Diu RDNFORCNC \\\� , ,4 MIL VAPOR X'CAP __ i �o (1)65 MAnCK , .j BARRIER. I mg 67(14 x WQUT ,TO b f6 ERE.a M.OC I■■BB FILLED CELL CAOH Hrx�1N 'k fLppR DOST EMBEDMENT DEPTH, ■E7 ANCHOR TYPE AND Y SIDE OR OPENNG 2 TO HO ry NUT.•N'K Cr . 0 4B'O.C.OR ROp CHARS PARALI FI TO WN 1 E w•RNF NAYW G To IR F VERT,e r oc L' :i 6 SPACNc.SEE TABLE 04= 6WMMALLS OYER 6 CDROM ro W/(2 is CON- 1"B MOVE 7 lltmAm6 1, ENSURE THE BOTTOM CF THE VENT ROUGH OPENING IS ND MORE HAM TRUSS TYPE NPM:.JONT ■■P y MAN 12'ABOVE THE FN15HE0 GRADE. LvuRa�iN1M 10581 OTHER FLM1R DOST '-QBL' uu _ ems MAR• ORENIRGS SHALL BE MQUEL 150-510 SMART VENTS AS PE18'ENDICUI AR TO WAILMANUFACTURE511 ROTI•-I-al- 2 ACCO0YC°ATE0BY 200 SQUARE FEET OFT VENT ART HYDR°STATC PELEE EO EQIAL NOL NOES:. LTr0O1N NF's morms.62 214 F jg ilmn ]. FOR INSTALLATION SEE AW1110N NOTES IN THE AMLPACI'RE I. ALL STYWALL CELLS SHALL BE GROUT SOLD PER MATERIAL SPECS W Ci 1. ANCHORS REDO AT ALL Ex!WALLS,INTERIOR ROOF,DAD L.MkesymmtImdm a 1•14667 'INSTA.LAfON'NSTRUCTIONS. 2 BR.VENEER IS ACCEPTABLE W1H0:''.n'CREASE'ill 100T1YC SIZE DEMING WA:L5,PLATE BREAKS AND NNG STUDS •11660.11•066616. it D O FLOOD/AIR VENT DETAIL e OFF-GRADE&B'CMU STEMWALL - SOLE PLATE ANCHOR ASSEMBLY&SPACING 1.1.11161461601. YE ARCH PUNS FOR LOCATORS SCALE.3/1=T.O' TYPICAL APPLY MERE APPLICABLE 116•••••116111•66016266 161.1141x• /69616.6•66.606 ., OeTuu ROOF SFE TABLE 2/CI PLATE TO HEADER;'STAIR O 24'OC, o NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 24' P O.n TYRCAL TOP PLATE SPLICE:YIN 48' ,.. TOP MA0131.. TE iw/YIN(t B)ICH EVENLY SPACED SIP#2 DOUBLE TOP PLATE. W ,M , __ SING ROD TO TOP R ATF %( HASTEN TOGETHER W/(3)ROWS 7$ 2 U 041 LSIAIB.NOT REWIRED AT CABLE M� 104•O,2'O.C.STAGGERED A,U F^ ENDS CR OPENINGS LESS THAN 48' y t I W =-< -14111,.'" _�..__._.___.— • A W< SEE TABLE 5/CI FOR OLA TYPICAL TOP PLATE TO L U • S1U0 CONNECTNMR a :g ti'l SEE FRAMING FOR TYPICAL ROOF FOR HEADER MID i Z O O FRAMING FASTENING AND 4 If JACK/KING STUD U..A I. . �.) :N]T _ 1.. . p p r CLATWSE tat BLOCKING BLOCKING.SEE 5/502 HEADER TO JACK SNO� /- SPECIFICATIONS ROUGH SPF/2 SILL/ SILL PLATE t0 JACK HEADER TO KING < O 1Oe ONLY RECO 0 SHEAR SEE PLAN FOR SPECIFIC OPENNG READ PLATES STUD CONNECTION EE CONNECTION EE E, T C 0 WALLS AND WALLS 5/ LOCATIONS AND SPEOFICATIONS wINoow NEAP_ FULL HEIGHT ANCHOR SEEFOE-NAw Y BRITTLE FINISH(TIP) ARCHED TRANSOM OPTION SEE OETAL PLAN FOR LOCATIONS LESS THAN 4'-1' MIN(1)244 (1)104 TOE-NAILS �)T)104 LS M W O 2,_SEM'/2 DIACO'MAL BLOCNINC O/!D2 4'-S'TO 4'- AIN(2)Ia4 (S)100 TOE-NAILS (1)1CH TOE-NNIS W O FASTENED W/(J)104 EE TW. ZDI FULL HEIGHT HOLD SHEATHING MAv EKTENII 2'PAST 12'-O MIN(3)2nt (1)A!t I(9)104 TOE-NAILS X DOWN SEE PLAN BLOCKING.VON TO ATTACHMENTS AMEN CRPRES B'-S"TO 12'-0' MIN(J)2.6 (1)AJS (9)IQd TOE-NILS FOR LOCATIONSPLAN MUS'MCHOR INTO 2x_MAIERIAI. EA ENO W (2 SEE PLAN:CH WALL STUD 104 lOE- SIZE AND SPACNC GREATER THAN t2'-0' SEC PLAN SQ PLAN SEE PIAN HALL SHEATHING. SEE TABLE 1/CI ( )� TRUSS CONNECT �.'�. LSTATB CRAPPED (5)10tl TO aM] TYPICAL SQE PLATE ANCHOR. �•� FROM/dMt OVER TOP PLATE --- / SEE 8/502 ANCHOR R ND AT ..—.___....�-___ SEE DETAIL AIy EXTERIQt CALLS AND 1. _ TOP PULE AX 11 W I' O T TABLE S/CI f ADJACENT TO CORNERS.PLATE HEADER,SEE PLAN FOR SIZE. STP/2 PT FOR TYPICAL STUD MEADOW SLL� BREAKS,AND KING STU05 ITL (5)104 TO HEADER.SEE PUN FOR SIZE. BOTTOM PLATE TO BOTTOM PUTS ..J! FASTEN EACH ENO PER HEADER FASTEN EACH END PER ,iv/ Fa CONNfCIIQR 1 SEE DETAIL THE SCHEDUAE',0 THE LEFT , THE SCHEDULE TO THE LEFT S -- , TYPICAL SOLE 0 3/SD2 HEADER PLACED ADO FLITCH - T PLATE BREAKij 501 1KTAIR CAAPPEO OKR HG' -AT WTSDE FACE W/IN HEADER ._.._._ �_�. ftB W/LSTAIB O 24'• D<MALL FOR RAT .CALL 1 5 -- DC.PER INSTALLATION STRAPPING SHEATHING (�V FLOOR SYSTEM PER PLAN * DETAIL t0 RICHT PE DOWEL OVAED i CI fee) I b,F IOAIRTA QCTNW NOT STAIR REQUIRED INS ATOPENINGS AU AEA r • i ALL hEADERS ALL 2. USER SYP/2 OR BETTER HEADERS,BEALL,STUDS.SEE PLAN FOR S,AND JOISTS STUD SIZE AND 2 TYPICAL r' 2I-E A4 AR FASTENING KING D TAIL LESS THAN FR CING ENTS FO R . NOTES I-STORY , 0 LIMES- 1. EXTERIOR NAIL ,n'WNf It YAx IONS W WALL ELEVATION HEADER FASTENING DETAIL Z W J SP502 81 X 1- 3. USE STP/2 FOR ALL TOP PLATES AND BOTTOM PLATES.USE STP/2 PT FOR d O LL BOTTOM PLATES THAT BEAR ON CONCRETE SLAB Ba COMMON NAILS 2,12 CR(2)2x6 OR(2)2x4 STP/2 64 s. ALL WALLS SHALL BE BAIIOOFRANAD FULL HEIGHT TO ROOF OR FLOOR AT 3'O.C.(TYP LEDGER,FASTEN TO ROOF FRAMING BEARING ELEVATION.RLE ASE PLAN FOR STUD SIZ LAND SPANCING.MON BELOW w/4-94.%4'LAG SCREWS ii LL r 5. FASTEN INTERIOR BEAR NG ROLL BOTTOM PLATES TO SLAB W/104 MASONRY NAILS AT EACH RAFTER. C 1 •_ CUT NAILS 0 t8'O.C.AL"'ONAL ANCHORS REDD O SHEAR WALLS.SEE PLAN ROOF SMARTING ROOF SHEATHING rj m. u, ®WALL SE CTKN� OVERFRAME RAFTERS, SEE I.. PLAN. PER ClCI TYPICM.APPLY ..... WERE APPLICABLE -S= F SIMPSON 113./10-Ba COMMON ', 6 a NAILS FROM RAFTER TO LEDGER AND LEDGER TO ROOF MEMBER. - $� J 1.1 (2)124 TOENAILS& = W Ha= EXISTING (1)H2.54 0 EA TRUSS. ' S W F m ROOF MEMBER. K HaFULL HEIGHT 1. USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS. ANCHOR.SEE PLAN R a LI VALLEYS.CRICKETS.ETC. _ 2 PROVIDE SOLID SPF/2 BLOCKING AT PANEL JOINTS HMS ADJACENT NT TO E IN OF OVERFRAME RAFTERS TO 1.SEETABLE 2/C1 FOR 0000 SHEATHING SPECIFICATIONSPRUSS A Q '/s 2 SEE TABLE 1/CT'CO RA, SHEATHING SPEOF!CATOTIS F {/1L l!/ 1- el — ®OVERFRAME LEDGER ®ROOF TRUSS TO WALL FASTENING kpp N Z ONLY WHERE NOTED ON PLAN TYPICAL,APPLY WHERE APPLICABLE §C ppm r 4 2.4 SNP/2 WnOOKERS DREADED ROD RDI 0 DOWN INSTAI LATIN CHART J izo (2)124 TOE rO 24'D.C_FASTEN EACH Rao. () (C 0 0 Y NAILS(TIP.) END W/(2)124 (PER WOOD PLATE CONCRETE'WATA EMBED GEM EDGE DISTANCE F :UWP:—. - F :' PLAN) HOLE/ HOLE R I SIZE b MCN) STEM MONO STEM il 9HFARWAi I FRAYING AND FASTENING SCHEDULE 14124.4 BLOCKING. (2)124 TOENAILS& 'X' $' "t' 2'a2'1/C'1 A` 4' 2' T 43R KEY/407E CONNECTOR FASTEN EACH ENO (1).2.5A GUTLOCKER I W- 3' ` (W/(J)IL TOENAILS TO TRUSS TCP CHORD O ii' Y." J'AJ'rX' ) 12' [■ OK.IR...Y AMD A DOUBLE WALL STUDS AND ANCHOR AT EACH END OF oCAwH.v SHEARWALL SEE PLAN FOR ANCHOR SPECIEGARONS •` AND LOCATIONS 2E CABLE END ROOF TRUSS . THREADED RQI HOLD DOWN SPECFlCARI]NS /I CHECKED MT .w ANGLE W/CROPPED TOP CHORD AMEN. 8tenOMMLECEMIL THE THREADED ANCHO IiD VE �..4+ Ta X`i B SOLE PLATE ANCHORS O 2t'OC.SEE DE iA!L.9/S01 BRACEII, - CONSST OF ire A30Z THREADED RODS.ORIENTED VERTICALLY AND 3l F401112WwWW ATTACHED TO THE FOUNDATION ANC TO THE UPPERMOST PLATE AT EL Pc 1 wawa. 2M T-BRACE.ONLY WALL SHEATHING UP THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, rc REQUIRED FOR BRACE GABLE ENO TRUSS PROVIDE A 2'n 2'a)S'STEEL WASHER.FASTEN WTH A NUT AND ����{I;!�I!!!.4c'�"s�,� ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGH'EHEC NUT.(TIP.) tj /-() LENGTHS>B'-0'. O �.I i ]� F'J':xcAAAj'�3�, /� A FASTEN w/104COMBM INSTAR ATKIN Al ALL PLATE PENETRATIONS,PROVIDE A HOLE IN w9 `jX MCHN a 100 TOE NABS O B'OC TN[PI ATE;('LARGER THAN THE OIANF.TER OF THE THREADED ROD C •' ~�Y W= B B FROM BOT CHORD OF USED. MILE SINGLE CONTINUOUS ROCS ARE PREFERRED,COUPLERS W 21.4'E STP/2 LATERAL TRUSS TO DBL.TOP PLATE (SMPSON CNN OR EOUAL)MAY BE USE]IN CASES wHERE ONE t BRACE EA%-BRACE./ I � ,CONTINUOUS ROD IS UNFEASIBLE.THE ROD SHALL 3E INSTALLED JE (2)184 INTO BOTTQE O I APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM ,NN@@@@�•"`����-`"', CNOPO OF EA 1RU35 TRUE vERTICALL BY A MAXIMUM OF 2 INCHES IN IO FEET TO AVOID SEE RAW FOR SHEAR WNL EXTENTS h► CS18 w/(9)100 I UPOSB SW PERMOST ACTS W Th I.GOR AND w E 'RED OVEINGR THE NUT ABOVE THE �K .a.n son HASTEN EACH ENC LIE_ UPPERA ( PLATE SHALL BE SECURED OYER THE WASHER TO A 2,4 BIOCKINC J '-' EA 0 ENO SNUG-TIGHT CONDOM PLUS ONE-HATH TURN OFA STANDARD j§ �� '�" `' WRENCH(APPROXIMATELY 30 FT.-185. C TOROUE).DUE TO SHRINKAGE I AND COMPRESSOR OF BUILDING CONTRACTORS SHALL RE-TIGHTEN NUT ��QFj (5)104 TO 30 FT.-IBS.OF TORQUE AFTER ALL TRADES ARE COMPLETE AND wS Pae NO.•- 1. PRRONDE TN OSB SHEATHING w/84 COMMON 0 3'OC EDGE AND B'CC. w/(J)104 TOENAILS COMMONS D j PRIOR TO INSULATION. ..._ S ROfN'TSO FIELD BLOCK TO OBE TOP Twa!'A Rw Ammlu.h..,..,.0. Q 2, PROVIDE MINIMUM OF(2)STUDS Al EACH ENO OF SHEARWALL.KINC/JACK PET W/(2).12.5A WALL SFCTIDIR EPDXY ANCHORING ALL TMiEAOEA 0.0D5 SHALL BE ORxIm D EPDXT L. *v.,'Hp... '1 STUDS AT HEADERS MAY SERVE AS ENO STUDS FOR SHEAR WALL N ANCHORED.SEE-NST ALLATION CHART FOR EMBEDMENT AND EDGE 1 y�Cry on It4,4c .`a OMa.f 3. INSTALL INTERIOR FOOTING BELOW SHEAR WALL PER PLAN 1.SPACE GABLE END MSTAN^,E REOL,REMENTS AWFFARmvw.wa 4. ADDITIONAL STRAPPING AND HOLD DOWNS MAY BE REWIRED,SEE PLAN BRAONG O 4'-4'MAX tl11 SEE FRAMING PLAN FOR ANCHOR LOCATIONS A� �J 2.ALL MATERIAL TO BE SW/2 Pnnied ropes a m„ o]g S D r1 �5HEAR WALL NAIL ®GABLE ENO BRACING I THREADED ROD HOLD DOWN "w°wP"`IN m .51 DE,.1 a ONLY WHERE NOTED ON PLAN MILT MERE NOTED QI PLAN TYPICAL APPLY WHERE APPUCABLE .V,,Ab5 Hasan £E DESIGN CRITERIA & LOADS SHEATHING SPECIFICATIONS TYPICAL MEMBER FASTENING GENERAL FOUNDATION NOTES e DESA CfTF ry 2020 L ONDA BUILDING COOS.7TH . ON F:rn'A:. TAME IL QUAL St/LATHING TAME S'WIIl10 BiBM1ER FASIFNINf.SOMEONE FOOHMG MO FOOu ROOK A V`) u - E. STING AND CL I E$AND S ANDARG,S SPEOFICATON TYPICAL NALAG G SHFARWAL NAILING MEMBER CONNECTOR TYPE FASTENERS FOOTINGS AND FO'CA".ONS SHALL BE IN ACCORDANCE WM LOCAL BOLDING CODES.FOOTINGS HAVE 8 0 I✓Q- MDI DESIGNED NTH A WIZ&SOL BEARING PRESSURE OF 2000 PM.A SONS NRI,1111 1:1) R(YIF TORO (ed.1.25) '..N. I..•.24/16 AVA RATED USA ad COUM°N O ea Co4u0N• TOP PLATE TO TOP PLATE FACE NAIL (3)ROWS ma 0 If DC STAGGERED REPORT BY OTHERS IS RECOMMENDED TO VEMFY SUITABLE SUBSURFACE COMMONS.IF THE FOOTING V Z N 'OP CHORD K LOAD___- _ 20 PY 6•DC EDGE. Y°C EDGE. -- ELEVATIONS SNOw4 OCCUR'N A 0.S1URBCD OR J)STABLC SOL.THE EOR SHALL BE NOTIFIED SOL a 2_5 N TOP CHORD DEAD LAAO(SH�Nv-[OR METAL) T PPF �CAM:HG 12.OC FIELD I 6 OC FIELD TOP PRATE LA FACE NAIL 06)Toa EVENLY SPACED SMALL BE FREE OF ORGANrC AND COHESIVE(CLAY)1.'1MA..EMINNG SOL AND Si RJCTURAI FILL D N< 'AP CHORD DEAD LOAD(TILE) 20 PSF WA SMEARING NOTES TOP PLAT TO STUD (2)IOa 02.4_7/ALL 91X1 BC COMPACTED i0 A MIN.O 9!S u001FIID PROCTOR IN ACCORDANCE ELM ASTM 0 1577. u01 J DOTTM CHORD LINE LOAD 10 PSF T. F1 wwa FINISH INCLUDES WOOD.CEMENT CR VINYL SONG.HARD PANEL BOTT04 CHORD DEAD LOAD 5 PSE TOP(BOTTOMPLA PLY OF DOWSE CND NAIL (3)tDa O 2.0 WALL FOUNDATION PLM ONLY CONVEX,ETC.. EEL MCHITEC A FOR GENERAL T SCALE.CONDUITS, Q' a It N1 L' ME BRICK.ALL OTHER SEED SHALL C CONSIDERED OVERTICALLY BR:RLE FINISH TOP PUT END NAILED) ELECTRICAL RMBEEC,SEAL PLIGHTS,ETC..SEE ARCMTCTURAL PLANS.D°NOT SCALE DRAWINGS. Z D J 2. $MEANING MAY E INSTALLED EC HORIZONTALLY OR NRTCALLY (1)toe 0 2.6 WALL REFER TO ARCHITCTURK PLANS FOR ALL DIMENSIONS_ D (�I_M) 3. PANEL EDGE BLOCKING IS RECLINED Al SHEAR WALLS AND WALLS WIN (3)103 0 2.4 WALL V 0_>D DEAD LOAD 20 PSF BRITTLE FINISH.BLOCKING SRALL BE FLAMM 2.4 SPE/2 CO BETTER MINIMUM CONCRETE CONK FOR DETAILS SHALL SIE 3•IN FOOTINGS.PLOWER 03 0 48.OC°R E; t D TN. L.N LOAD W pg FASTENED EA END W/(3)Ma TOE-NAILS STUD TO ROTTEN PLATE TM NAIL (4)100 0 2.6 WALL ROD CHARS PER-OUNDATION DETAILS PROLIX CONTIN0ITY OF REINFORCING AT INTERSECTIONS OF E O O 11 4. SHEATHING GAPS MALL BE MIN.IC AND MAX.MM".SEE DETAIL 3/301 PERPENOCUTAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS,MINIMUM Cr40 BAR DTAMETERS 3 =M (5)100•2x6 WALL D _ROOF FAAYMG E61WG S. SEE TAME 6/Ct FOR NAL SIZE LEGEM -- INTO EACH ELEMENT.SPLICES IN pE1NFMCING SHALL BE 48 BAR DAME TEES WHERE PERM:TIED. $ C N [•NM E6TEMA INELECDSILIallai RN BOARD TO TOP PI AN TO-NNl 10d O 6.OC D 1 V LIN LOAD -1/240 UNE LOAD- -L/360 TAME G KTIR ROOF SANCA CEILING JOIST TO TOP PLATE TM NAIL (5)100 STM WALLS CONSTRUCTED W/MASONRY UNITS SRKL BE CQURSED WNI /RUNNING BONDS.STACKED y O BONDS ARE NOT PERMITTED.ALL EXTERIOR wAL'_5 SMALL BE RENFCRCED FULL HEGMT AS SPECNIED O TOTAL LOAD L/240 TOTAL LOAD 1/240 SPECIFICATION ITN OAI RATINGIGAME ENO HARING CEILING JOIST TO RAFTER FACE NNl (0)106 ON PLAN AND Al CORNERS,WALL ENDS,AND WN:INTERSECTIONS.PROVIDE CONTINUITY OE N Ba RING SHANK 1 REINFORCING AT INIERSECIIERS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER MAXIMUM DEFLECTION tor SEL Mn.Iw*.24/16. M RING SHANK O 4• JACK/RATER TO'OP PLATE TOE NNE (2)120 COMMON BARS.MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT.AT STEM WALLS CORSTRUCiER OF 5 0 APE RATED OSB OR PLYWOOD:O D.C.OC.EDGE„O.C.EDGE,1.O.C.FIELD JACK RAFTER TO HIP TOE NAL (3)106 MORE COURSES.PROEM HORIZONTAL FONT CR:NFORCEMENT AT I6"O.C.NRTIG LLY,EVERY OTHER SHEATHING ;5 OFIELD IWAIN 4'CF ROOF END COURSE.NERTCAL REINFORCING SHALL M INCREASED AS NOTED ON PLAN LAP DONT REINFORCING I BA GING-MIA -' -- RAFTER TO RIDGE TOE NAIL (3)100 SHALL BE A MINTMUM OF 6•. E F,WN '9OR 32/16,APA T8d RING.HANK 160 RING SHANK 0{• BOTTOM MATE TO RIBBON FACE NAILI the COMMON 0 6•D.C. ROOF ANO FI OOR I ENDING NOTES RATED OSB OR PLYWOOD i O 6.O.C.EDGE.;D.C.EDGE,4.O.C.FIELD 1. UNINHABITABLE ATTICS NTN UGHT STORAGE SHALL HAVE ROOF SHEATHING j6.O.C.FIELD WAIN 4'OF ROOF END .0 APS WN CRAW. �R'1•mK TRUSS BOTTOM CHORD UTE LOAD INCREASED TO 20 PSI.CONTACT CONCRETE SLABS ON GRADE SHALL BE INSTALLED OKR YININLM 6 411 EARTH OTT VAPOR _ EOR 9 ANY C:ER LOADING REQUIREMENTS ARE NEEDED. ')FART FASTENERSR FNO NOTES RETARDER WT+CHEMICALJOINTS GAPPED fi AND SEALED OVER CLEAN.COMPACTED OR FILL WLM • 2. ROOF TRUSS MAYBE DCSWED AM ROOF BOTTOM CHORD UN LOAD ��MIN.YJ',32/24,MA 103 RING SHMK'tOa DEG SHANK O 4• I. NOTED ON PLAN SHALL SUPERCEDE ME ABOVE GAME APPROVED SOL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES.SAWCUT /I 1 • RATED OSB OR PLYWOOD I O 6'O.C.EDGE.O.C.EDGE.1.O.C.FOLD 2. SEE DETAIL 8 ON TYPICAL MELT UP MEMBER FASTENING REQUIREMENTS CONTROL FONTS SHALL BE INSTALLED MROUWOUT EN*IRE SLAB ON GRADE 1'DEEP SAWCLTS Y (10 PSI)APPJED MCN-CWCURREHTLY NM ROOF TOP CHORD UN SNEATHNC %6-O.C.FIELD NTHIN{'OF Rob END /SDt F LOAD(20 PSE) G 3 SEE TAME 6/Ct FOR NAIL 512E CEGEIO SHALL PLACED INA 12'•:�GH:^x-H:N 4'O 17 HOLHS:.'�CoNDHI rt I".,_LAIN 8 h 3. FOR AND URPT.TRUSSES SHALL BE DEAGNED NMA MIN. ROOF"NAMING NOTES 5 PSF TOP AND BOTTOM CHORD DEAD LOAD. 1. ROOF SHEATHING SHALL BF INSINIID NTH IONS 0114.SON $( 4. REACTORS SHALL E REDUCED PER ASD LOAD COMMNATON PERPCAOIC'JLAR TO THE SUPPORTS (1 4 C.0.75('. T I r) 3. PANEL �I�H`Iyc„CAR SHALL BE MIN./4"REQUIRED MAX.tN•.SEE DETAIL 3/$D, (ABLE 6'N.sIZF LEGEND GENERAL FRAMING NOTE S MND LOAFING(ASCE 7-1111. 4. SEE TAME 6/CI FM NAIL SIZE LEPLAN REFERENCED NAIL LENGTHDIAMETER B&E-FNDNFERED 1E0EO TWINES. j O S ND SPIEL 1b 6e COMMON I 2)9• 0.'31• SHALL MAR THE SEA D• ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL H CS L CATEGORY D JANE] FLOOR 51HEA1bMO '- -- - - COMPLY MTH NFP TP AND 1.1E 100 CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING w w• I BULLG RISK CATEGORY R e0 RING SHANK 2%' 0.113' IS INSTALLED AT A TRUSSES A5 INDICATED IN THE TRUSS SHOP DRAWINGS.ALL TRUSS-TO-TRUSS tl L 4 ENCLOSURE CLASSFICA TION SPECIFICATION TYPICAL NAMINGCONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY O'THE DELEGATED TRUSS ENGINEER. +08i pR TB 10691)T1/6" 0.145 MA,ALL TRUSSES MA,HAVE TEMPORARY BRACING PER'COMMENTARY AND RECOMMENOATON FOR INTERNAL PRESSURE CAEFT:CIENT - -:DM 23/32 TAG OSP OR PI-131000 IOU COMMON O 6.0.C.EDGE.6.O.C. 100 3• 0.131• HANDLING.INSTALLING A BRAC'NC METAL PLAT CONNECTED WOOD TRUSSES,ITN-91.-AT MULTIPLE I O .1 CRAG COCr'ICIENT(Ca) SHEATHING FIELD STRAP CONNECTIONS.SPREAD SNAPS'0 AVOID W NAILING CONNICIS T1ROUTRUSS.WHEN USINGO.MPONEATS AND CLAODNG--------- W MSEE TAE BELOW 10e COMM 3• O.T4e• Z LY FLOOR SHEATHING NOTES- (2)STRAPS ON SINGLE PLY TRUSSES.PLACE STRAPS DIAGONALLY ACROSS DBL.TOP PLATE FROM EA. W J MBD LDAGNG NOTES: T LER ESP,IH.NG SHALL BE'NSTALLEO RIM LONG DMENSHIN 100 RING SHANK J• 0.148• OTHER PANE,,E GE BL'D THE SUPPORTS 0 I FOR MVO uPLEFT.TRUSSES SHALL BE OFFS WED NMA DEAD 12e COMMON LOAD CONDITION Or 5 PSE TOP CHORD AND 5 PSE BOTTOM 2. PANE:LNG ADDLING IS NOT RF_QUNEO 3A• 0..I te• ROM FRAMR •K1105 BONt' CHER] WINO IIPLRL REACTIONS SMALL BE REDUCED PER A50 3. SHEATHING GMS SHALL BE MIN.6'AND MAX.Ni SEE DETAIL 160 GONNA yy' 0.162• A:.w'DOC FRANK;0500 HAS BEEN=STONED IN ACCORDANCE WM NATIONAL DESIGN SP-LOFICATONS LOAD CMBINATON'0.60 0 O6W 5/591 (ROS)FOR WOOD CONSTRUCTION,LATEST EDITION ALL PROS MEMBERS EXPOSED TO WEATHER OR'N 4 SFE TABLE 6/C1 FOR NM.SIZE LEGEND NAL SIZE LEGEND NOTES: CONTACT WMASONRY. OR TH CONCRETE SOL SMALL BE PRESSURE-EREATED.IF,ACO OO NW-DOT $4 L r 1. LSE MIS LEGEND FOR ALL NAILS NOT SPEW-GALLI NOTED ATH THE DIAMETER BORATE PRESERVATIVE TREATMENT IS USED,ALL ATTACHED FASTENERS SHALL BE HOT DIPPED r TABLE 41 PO101 EII INC SKATI= AND LENGTH NMIN PLANS AND OCTANS. GALVANIZED.IF ACOA PRESERVARUE 1S USED,ALL ATTACHED FASTENERS SHALL BE STAINLESS STEL FCITW WIND AM OP beNNY OMt PRFSCIRFS.(PSE) 2. USE BORED HOES N,ERE NEEDED TO PRE NHT SPLITTING OF WOO].BORED F - EF EFFECTIVE WND AMA WO ZONE OE9WATION SPECIFICATION TYPICAL MING HOLES SHALL NOT E GREATER MAN JSS OF THE MAIL SHALL A E6 CONTACT SHALL g Q (SEIAIE FT) INTERIOR ZONE END ZONE NN SIC"PLYWOOD OR O50 ed COMLION O 6.OC.EDGE,6.O.C.FIELD 3. NOMINAL NAIL LENGTHS AND DIAMETERS FROM TABLE 10 SHALL BE MET PRIOR THE CONTRACTOR SEAL RE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF /S TO THE APPLICATA OF ANT PROTECTIVE COATING COVERING SYSTEM. A AL SHINGLES SHALL COMPLY NTH ASTM D3161 AND BE PER O LL P[REI ED NG OACCORDING TO THE MANUFACTURER'S REQUIREMENTS TILE ROOFS SHALL BE INSTALLED PER THE AAI 0-10 a302e ]2.82 •OO 26 -40.52 TILEA PANEL1. EDGE BLOCKING IS NOT REWIRED 'CONCRETE AND CLAYROOF INSTALLATION MANUAL.'AND THE MAE IACTURERS REQUIREMENTS. i 1t-50 ♦30.07 -3264 030.07 -40.14 2. SHEATHING GAPS SHALL BE MIN )L'ANO MAX 9(F',SEE DETAIL 3/301 SPADING SEAM METAL ROOFS SHALL CMPLO 010 ASIS E1514 MO BE INSTALLED THE DENC 10 $■ Q J W 5t-1M 121.06 -26.62 ?21.06 -]4.11 3. SIF TAME 6/C1 FOR NAIL SIZE LEGEND mor T.4NYPAM FAT MOR K C THE MANUFACTURER'S RCOUIRE ANIS.THE CONTRACTOR SHALL E RESPONSIBLE FOR'EY pCSON AND u! INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS Z 'UPSO1 MT STRAPS AND COL STRAPS G CO 101-200 a25T -2626 I x25.71 -31.42 FASTENERS GHA6uAI S AND MAIRAAI N' 6i W MATERIAL SPECIFICATIONS SHALL BE DESIRED PER FBM.COMPLIANCE NTH THESE REDUIREMENTS IS THE RESPONSNUTT OF ME IY•PIWONE ABO(+Ann..DFOOI PRFe91IRBES MOTES 15TA/S (t0)1M RATING MANUF AC TURF R AF. 1. THE VALES SINEWY.AEON HAVE BEEN REDUCE)PER ASD LOAD ASN BOLTS 6 THREADED ROD SHALL M In ACCORDANCE WTH ASTM A 307 OR YSTA2t U U CE PERMITTED N 0.6W.N°IURINEN INDUCTIONS SHALL M GRACE 36 (i B)t0a -_ _- -_ PE FNIWNF A.C UGHT.AKMs SCOMP116'ENT R PERYITTD 0516 LAP EA ENO A-ASTON W/(IC)'04 MY EYEBROW.CANON ALUMINUM COMPONENT OR MY OTHER BOLDING APPENDAGES NOT r 2. PLUS=PRESSURE AND MINUS-SLCTDN.COMPONENT ANO BBSIERZ SHA....IN 14 ACCORDANCE ATH ASTM A500(GRADE B). 0516 LAP EA ENO 10 A FASTEN W (9)100 SPECIFICALLY OCTA EC HEREIN SHALLBF DESIRED BY OTHERS AT THE EXPENSE OF THE PLL in CLADDING ELEMENTS SHALL BE DESIRED,1 BOM pC51TIN /()I CONTRACTOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MISCELLANEOUS ATTACHED AND NECAT E PRESSURES SHOWN IN TABLE ARGUE NUR:SHALL BE IN ACCORDANCE AM ASM A 563 WADE A HEX. SMPSON FRAMING ANGLE STRUCTURES TO HE RAIN STRUCTUfE IF MISCEC CONNECT:ON PORTS,REACTIONS AND FASTENER uy Z 3. DESIGN O WINDOWS AND 000P FASTENING TO WALL FRAMING ISCONNOR FA57E1EA5 REQUIREMENTS PRIOR TO FABRICATOR OF NSCELLANEWS STRUCTURE AND PRIOR TO CONSTRUCTION Ci AN' THE RE SONSIOUTY OF THE RANDOM/DOOR MANUFACTURER AND METAL CONNECTORS-ALL METAL CONNECTORS W1RW ARE EXPOSED TO EXTERIOR _ ___ OF MAIN SOERED STRUCTURE. CONTRACTOR SHA-..COOROINA 1 LOADING REQUIREMENTS SSENEE NM ANY OTHER R `V MAL MEET BOTH POSTAI AND NEGATN PRESSURES SHOWN N SHA--BE GALVAN�ZEJ OR BETTER. A34 (6)60x6 PRE-ENONFERED COMMENT SUCH AS HOOF FLOOR AND ROOF TRUSS ENGINEERING. Y�yC 4. TABLE E SSaAREMATIC BELOW FOR END ZONE LDCATIENS RETROFIT MBAR/ROO ENTAIL AEON'EMBEDMENT OF RODS OR REBM DOWELS SHALL A35 (12)6°'I TYPICAL PLAN ABBREVIATIONS Yg r BC'2 BAR D'.AUCTER MINIMUM. HOLES SHALL BE.•LARGER MM RERAN SX AND 9EPSOE TMST STRAPS 666 H}E y� '.'LARGER THAN THREADED ROD SIZE.(UON) CONNECTOR FASTENERS AOI AOMGNT NOR HAUL 6P 5M1ON NUM PINE \~ C'[ EIDE ZdE• EPDXY SAPSW SET-)(p(MINMUY FOO'DISTANCE PER MANUFACTURES 02.5A (5)0.13141(4•EACH END EO KAM MOR HEADER N MOOED KN °A5-R 0 will V: SP:^FSA-oh) MTSI2 (14)10d -_____- 6N 6OTTOM NOW OPAL ~ M TTP TYPICAL '60 i Q ACTUAL R RFINFORCNG STEFI'SHALL BE ASTM A615,GRADE 60. HEST (16)100 ORS MANE -1...1... LAMINATED NEWER UAW UDEN UNLESS OT0NEE BOM CRf DMT.SEE STRUCTURAL STEN SHALL BE ASM ARID,GRADE 50.PIANHT520 (20)100 -- OA MK MAMMY EAT MANUF MANOACTUIIflt VERT ABTCAL - FC _ N KY JNA EEO ZONE SMPSON POST BASE COD MNOETE0067 NINOIMC E er KAL NOM Won)WIRE EAWM'EYNF3.SHALL BE ASM A1064. i OHECKIP•r WLr CONNECTOR FA510ERS CPO COMMON OC ON CENTER AMINATED 11FINTR I ISR II W T ALL LAMINATED VENEER LUMBER SHALL MEET OR ABUµ (12)160 N10 POST,% THREADED ROD INTO SLAB OIL WOKE ONI ORIOHEO STRAW BOND K� N�x SIFTED THE fOIOWNG DESW PROPERPEs-ELASTIC MODULUS(C)Z.0004M, - H •TRP MH NC POwVcr - ABU66 (1Z)160 INTO POST.9i THREADED RIJO INTO SLAB _- J � P BENJ'NG STRESS(F6)2600pM,PLY MOTH OF 1.T5• EA U. POP KPEOcuLAA (10)100 VETO sTUVs/POST w/1F'THREADED ROD EPDX ED M CIAO ENG NW DN PSI FNCKERFO i LLa'LP�BOMp.4.. C,WRFIE SPEPEMCATDNi LTT2® 1.OR(5•.6•TTN HO PER MARE FOOT il .•Lr4:�E:Epi' • ALL CONCRETE HAS MEN OESGNEO M ACCORDANCE WITH ACI 316,AND SHALL BE KO MANED Or RECORD P! inuNos SCOPE ❑F SERVICE CONSTRUCTED N ACCORDANCE NTH ACI 301.MI AND ALL OTHER APPLICABLE OTT73 (6)505 A.2Fy INTO STUDS/POST W/5 TREADED ROD CPD%CD m rauAL n w9 rANr REFERENCED STANDARDS.011 CONCRETE SHALL HAVE A 4MNW CMPRFSSNE 4'OR roe"TITIN HO PO.NCS PER SWAN N01 BL :�1 _ 6 ;WE STRENGTH Cr2500 PSI AT 26 DAYS MEANS AND METHODS- _ -- A MN MY PS.TPRFSSURL STRAND LUIl11 - ME STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE H115 (26)1fitlxTY4 NM STWS/POSt W PRESSURE TREATED = FOR CONSTRUCTION THEMEANS,ACTS MEMWS,TNS THE'PROCEDURES.OR CMOETF u SPIRY`15 M 411E4e /96 THREADED ROD EPDXIED TNN• ENT MINOR p f MASONRY SHALL IN OFS'GNAO CONSTRUCTED AND TESTED IN ACCORDANCE WTH Ad +--- _ _ _ .Z n�$LL SEQUENCES:FOR ACTS OR OMISSIONS OP THE CONTRACTOR OR ANY - - """' - OTHER PERSONS PERFORMING THE KIRK Cl FOR THE FAILURE FOR MY OF 530,A01530.1 AND AST..C90.MASONRY UNITS SHALL BE HOLLOW LOAD-BEARING, $LPSM MANGERS FON FOUNDATION REAS REINW'ORoxG __-- at ,HH�GR•`L• MEM TO CONSTRUCT THE WORK IN ACCORDANCE WM THE CONTRACT WADE N.TYPE I, NORMAL WEIGHT,ATH A MINIMUM CONT.,.STRENGTH OF FASTENERS FF FOOT WEN REOLIRE0II•• DOCUMENTS. 1900 puT(FT-TSOC P4). LI152! 5TAT aw (6)100 TO CARRnNC MEMBER(4)100 TO CARRIED MEMBER FIDE ETHANE E SWARF FOOT 0 E IN I•NTS OF SINUCTURA FNOKERIMG DESIGN RFw'URBI ERS CROW AND MORTAR SHALL BE DESIGNED,CONSTRUCTED AND TESTED IN LUS2210 (B)100 TO CARRYING MEMBER(4),WTO CARRIED MEMBER OT MTMR BM=R Mulls SIM BME ea 4 smarm THE ITEMS SPECIFICALLY DESIGNED BY ME STRUCTURAL ENGINEER ARE ZR DAY ASTM C4J4 ASTM C ASM 0270.GROUT SHALL HAVE A YINWUM - M,TD TO THE FOLOWNG.STRUCTURE'0 SUPPORT CRAWS LOADS. 26 DAY COMPRESSIVE STRENGTH OF 3000 pM MDA MAXIMUM COURSE AGGREGATE NM210-2/HUC210-2 (1S)III TO CARRYNG MEMBER(10)100 TO CARRIED MEMBER AAARE .I RESIST UPLIFT.AND RESIST LATERA,:CADS.AND RATTAN CONTNUItY SIZE OF 95•PLAGED ATM 8•TO 11'SLUMP.MORTAR SHALL BE TYPE M OR S IR1214_2/IUCZ12-Z (2Z)160 TO CARTING YEYBER(TO)100 TO CARRIED NETHER ABBRENATIONS ARE USED THROIGIOIIT NOTES,RATS AND DETAILS NPO _ '10.0 FPM THE SIRIJCTLI10 SOTS BELOW ITEMS NOT DESIRED TO-TEL. -- .IMM BUT NOT UNTO TO,PRE-ENGINEERED-muss OESW,TRUSS-TO-,BUSS CELLS=MEANING VERTICAL REINFORCEMENT 94011 BE GROUTED INS'-0•RAIGMW POSITS (18)163 TO CARRYING MEMBER(10)104 TO CARRIED MEMBER11•1111111•1••••rr $ CONNECTIONS,OR MY ARCHITECTURAL,YECHM'ICAL.OR ELECTRICAL LIFTS WHEN LIFT SHALL EXCEED 5'-0•.PROVIDE CLEAN OUTS IN BOTTOM COURSE qr P SIB P SYSTEMTE CONTRACTOR SHALL E RESPONSIBLE FOR THE DESIST/ OF MASONRY WAIL. ONpFOTOE NOTES: BtOPIBAFIP6KON u- SHOOT INSTALLATION OF ALL WATER PROOFING. 1. FOR CONNECTORS NOT SMOHN ABOVE.CONSULT THE MMUFACIUREH 5 CA ALOE _ -1-::-_. RAID All yi- CO OAYAY MAS UEBMICC AND INSTALL FASTENERS THAI ROLL PROVIDE ME GREATEST CAPACITY w' ....444732-1. �A•a ORM o•3 C 1 BRICK SHALL Al IN ACCORDANCE WITH ASM C62,6216.OR 0652 FOR BUIIDNG 2. CONNECTORS SHOWN ARE SIMPSON-STRONG-TIE. GREATER MAT,,,,,,, - BRICK.FAGNG BRICK,6 HOLLOW BR.,RESPECTFUL,TYPE N MORTAR MAY BE IS ACCEPTABLE AS LONG AS PUBLISHED VALUES ARE GREATER to ee..1W ed. OROITEN USED IN BRICK VENEER. EN •A.m WYMNN 9- _ no- MN FOUNDATION LEGEND ADDITION WALL FRAYING LEGEND WALL STUD SCHEDULE Rab FRAYING LEGEND Cn O,.•i IMPORTANT RENOVATION/AOOlION NOTES ----I DESIGNATES FOOTING ENE LOCATOR PLATE HEIGHT STUB SIE AND SPACING n DESIGNATES SHEAR WALL W/TA S S NTS16 DESIGNATES NIGH UPLIFT CONNECTOR GENERAL FOUNDATION NOTES SHEATHING.DASHED LINE NOCATES SIDE OF E%TERIOq_B'-1'4 :1 OR 2.6°18'O.C. hi INFORMATION SHOWN NS II THESE OBTAINED REGARDING O DAB 5W 'A% 2 _ -- AVATIAG CONDITIONS HAVE BEEN WTAIESBASED AN I. THIS INFORMATION. SE DRC ONLY IMEKYS STRUCTURAL T COMM TO APPLY OSB.fE.13" OSD wD BC _EXTERIOR -D MAX 2n 012 O.C.OR 2,6•le-or - ASNUMPLE SOURCES AT THE TUE OF WTHDESIGN NAUDNG SEE NSEE ARCH FOR DIMENSIONS "-'---I COMMONS 0]'a EDGE. TO FIELD. EXTERIOR 10'-0'MAX 2i4 0 16 O.C. ......2.•<:-... OESWAlES CABLE ENO BRACED PER 7/S321 ID t F n n ASSUMPTIONS BASED ON EXPERIENCE NTN ITION SIMILAR 2. FEE GENERALO NOTES AND SINN THIS CI FOR FRAMING.ANCHOR BOLT AND TOP 6 WALL INTERIOR 10'-0'MAX 2X4 OR 2X6 O 16"O.C. V� - STRUCTURES. THE ACTUAL AM INFOT COLO TION FOUDO FEATURES MID INCLUDED WITNN LLIS PLAN. OESGNATE PER DER S INTERIOR 12'-0•MAX 2i4 O 12.O.C.OR 2.1 OTS•O.C. P U IN THE DRAWINGS MAY VARY ACT INFORMATION 'INDICATEDALL !N 3. FIRINGS AND FDJNOATONS SHALL BE IN ACCORDANCE --- IROOF FRAYNG NO1FS --(2)-2L8-1/1 II OESGNATES NEARER 9E,NUMBER O PLIES. uee� THESE DRANNITI CONTRACTOR SHALL WWI'ALLAND NUMBER OF JACX/XINGSSEE REWIRED EACH WALL STUD USNOTES: I. FOR TYPICAL ROOF SHEATHING AND FRA 2)C SPECS SEE E%:STING BEGINNING N AND NOTIFY TI ENGINEER N WRTINC 4. SDI.AND GENERAL NOES ANDRSSNALL BEAT IN ACCORDANCE ±END OF HEADER $EE DETNL 3/502 1. MALL STUD S SPECIFIED CI PLAN SHORN. OE THIS TABLE SHEET C1 V i J I` BEFORE ENCS RNC NCW CONSTRUCTION OF ANY OIL GENERAL NOTES AND SPECIFICATIONS FRONDED 2 INC EASE SIE AND SPACING MEETE IS SHOWN.CONTRACTOR EUNI 4AY 2, EA TRUSS OR RAFTER NUS?MAK MIN(2)126 TOENAILS $ _ EXIST BETWEEN AND/OR DISCREPANCIES THAT WORT ON CI --- INCREASE STUD SIZE'O ALARCHITECTURAL UON REOM 15 &(1)SIMPSON H2.5T PER 5/502 UON ON PLAN DESGNATES BEAM OR TRUSS _ EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL.FIELD ___ 3. ALL STUDS AND POST SHALL BE SPF/2.UON 3. WHEN USING(2)SIMPSON CUPS DR 1/511 WIDE LUMBER. °_ G .R 4. USE STP FOR TOP PLATES RACE CUPS DIAGONALLY ACROSS DOUBLE TOP PATE a �O L; ClW01TI0N5. CONTRACTOR SNAIL REPA'WR/TEPLACE ANY ROOD/NR VENT CALCULATIONS 13E A302 THREADED ROO TERMNATEs AI s G DURINDAMAG[D EXISTING CONSTRUCTION.CTURAL THE CONTRACTOR DISCOVERED � MODEL 1560-SID SMART VENT OR APPROSED EQUAL ® FIRST LEVEL TOP PLATE,SEE DE iNL 6/SO2 6. FASTEN BOTTOM PLATES OF INTERIOR LOAD BEARING PLATES FROM EA OTHER TO AVOID SPLITTING MOOD. b W W F Y N PRONOE ALL TEMPORARY BRACING/SMORNG.TEMPORARY ACCOMVOOA FES LOD SOLARE FEET OF HYDROSTATIC RELIEF "' WALLS TO SLAB W/ERA MASONRY CUT NAILS O,b•OC. �t m SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES AND AIR VENTILATION. d A302 THREADED ROD TERMINATES AT SEE PLAN FOR ADDITIONAL ANCHORS AT SHEAR WALLS y( lilt t NECESSARY TO PROTECT THE STRUCTURE AND ANY 2 ROOD Idf9 ARF RFGDYYEWDNI A MNIIWY OF 1 FIRST LEVEL TOP PLATE.SEE DETAIL 6/SDI FY PERSONNEL DURING CONSTRUCTION. SAFELY C THE () I GENERAL FRAMING NOTES N ° STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE FLOOR VENT IS REQUIRED.SEE DETAIL 2/301 THE SOLE RESPONSBIUTY O THE CONTRACTOR. - --- I SEE DETAIL 2/502 FOR TYPICAL WALL FRAMING ELEVATION I a 2 SEE SHEET CI FOR SHEATHING SPECIFICATIONS J. NHERE FRAYING MEMBERS CONSIST O'MULTIPLE RIES (BEANS.HEADERS.STUD COLUMNS ETC.)FASTEN PLIES1 . --- PER DETAIL 6/501OTHERWISE4. UNLESS OTHERWISE NOTED ON PLAN.PROMDE STUD MAIN COLUMNS BELOW ALL MULTI-PLY BEAMS AND GIRDERS arm I THAT MATCH BEAU/GIRDER PLIES.PROWDE SOLID17R BLOCKING WMTHM ROOT SYSTEM AND EQUAL SEED SND ii I COLUMN ON FIRS I.SEL 1F STUD COLUMN IS'LOCATED ABOVE S g Q i NEW 2M SPP/2 WOW r m . FRAMED eofi•W QR i Et f LL 216 E1P� 1lipit 1EILide CONT.NMBOARD STRAP HEADER TO JACK OSB AX OPENING W FLOOR,IO3T (T1P.OPERIMETER) SR105 W/(1)u5TA24MOM O1e I6•W. FULL DEPT?.BLOCKING. (iYP.EA END OF NOR) CONTRACTOR TO SUBMIT ■-1.II1I,•1111111111,1111 PRE-ENTRu55ESO0 24EOOCO F 1 Z Li J FASTEN EACH END W/ _ PRE-ENGINEERED TRUSS t►���' (5)100(EACH S SHOP S STUDS TO OTHERS '.wry L. 8 ® 8 FORTRESS FE55 DRAWINGS RING • � a' 0_ .LN• .A.I .:u��a. I Ank F.y �= w GRWTRUSS FABRICATION 10 h.� - I. ;g E- r ROW SENT PER i�111111.� r 2/501 FLOW VENT PER =° ! I 7aE'y E1 rr . w. ORRL 6•A EPDXY I :.11111..111111<11. I 7/301 3 1 S F -( III '� i (2)/Sa35'DOWNS CC - y :A NEW TO EXISTING lie REMOVE OVERHANG.DO NOT .I__is Ai 0 11 1) EXISTING FWNOATON 4110YN NTO EXISTING FIG I i}��111111 1R `�N WALL PER 5/SDI DAMAGE EXISTING UPLIFT Q LL MR REFERENCE mar-\\ __(E%ISTYP!!GE FTG)W TO I I`I �IfI I LOCATE NEW JOST ADJACENT �e1 I _�!w I W� CONNECTORS CR MENDING PLATES. ■I111111♦-1■ 1O I..,•=1'1C�ID' TO EXISTING FOUNDATION E• a $ — w //II/// / Im■a�1I ni Q J w I' STUDS MI/,((11}ISTA24. ` / / /fes/// / /I �W H (TO.G END or/..:,....:/ 2a:SYPR UVCRF(EAYE: '''''T'' I'.T )2N SPF/2 KWG POST.FASTEN C /n '704. AFTRS. 6•a FA dil TOP!BDT(i0 NEW HEDER) R (..( U 1 1 //:‘,4,1...,>.A. �/� � t0 RIDGE(5)108 TOENNLS / w/(2)HiSTB OR(Z)NSTA24 X••• HEW N61G POST A/0 / 'AYE ROOF LE1WN _ / / rp < 1LLL///m22y�� ■ N Z J 1 dill S F ; 1111°HE-HiSSC A y n 4 , PR trAo NV .WO ANL I / -a:XCWco.Y ....".1 1: 0 P I :1 TA::W.:,.13:330/LAW„. i P ., A. 8 A ..,. ,: _. • . & _ , A . r0,6,---..6,.. ..„4 jir/or,,, /. ....,, : :: . i it E ...o.. Frze. ..133 ADDITION: ADDITION: ADDITION: ;,,,,a;„ NN.. a FOUNDATION PLAN WALL FRAMING PLAN ROOF FRAMING PLAN ^°AR°W `W" E:)E'- 0 SCALE:F,'-,'-0• SCALE:/i•-1'-0' SCALE AWNmROX.al NW et 9 1 > lel Noon d= mNN°w PENETRATIONS THROUGH STUCK w 00 MOF ODI.110156 ON DEL NOES ,,,O WNL LOnOA�RINC ORI LOAD BSE 0NC LOAD NON-LOAD �7F 9ff 4174111199 rym PIIOlS901K texas vans 6E1E7® O2NnL EXTERIOR WALL WALL 8EAR6NGBEARING �, j6 F ••SIRE BORED HOLE 9II BORED HOLE SIRE WALL NOlpl WALT NOTCH 26{ 196' (11: w/ONO_•- 1 11L' be I SIC SMALL H0.C5 YAV&DRLLLO N �g'S` 7 W NA 607 601 731 !01 . ALCOfpMIq WIN TE BE.NOL 1H[9 GAELNEs APPLY 1C MOO.IOAED SAYS Y:fCRO FRp1.HI DJ. • i N•� _ �...,/ 211 J K• /.F REFERENCE TABES OR ME I*81 S LOAD TABLES OR CE9plD W w;Ps !!" t_ z I ' I ' 'y 3E1u-sDEsa/9R:0EKADON SOFTWARE DLT.FGE Au OTHER SIA2TSnpS wM AS BEAMS INN gt : r3' 1 psoc'sArtn Lows,MASEcalAclrolalLwsnoscwrv.NnaEREcY1oc(7)2%! - ).pouf 7-r PRODUCS dSTR.BUTM FOR A555TANCE266 2)Y' 1 2 n J 1 Z] ORED HOLES 1L•YN 1'd 16 / yr iw..Sj2 86 770' 3 916• ! 11 I DIA.107 OF _. O HOLES Ell '�8FIAptLx„hf'� ).10UNl N0.E5 CAv BE NIU II MVWWREIN•ARCA A•PROwJEO 1NA�:NO YOrt THAN32 O�4 SNO W1DTH, plA. OF _ IFOUR HDl£5MCCUT,WM ME YRAYU4SPAGNGd'SQf�BFD�x'ME dACRAY.iNEY� p 607(X STUD MO VAOIH 0A9YUM NSF SE Is 1-1 FM DEP105 WTO B-t/A;AND�FOR DEPTHS GREATER Z O (212.8 - ! { I 2 WOTI'F OWBLE Y ■ O SNA F SND BEM I■ AREA B ac:A 3 F T. DD,iN J.RECTANGULAR 1005 ARE NOT NIT ED. CJ TM NC BOTTOM PLATE HOLE,CUT U NOT'C THAT 0S 507 Ilk O< ND57 NOTCH 111 S W G i STUD MORE OFIWOTH DUST BE REPARTEE,USING 16 CA(MIN.) W1CT11 MAX. Ni MOTH MAX. _ A.DO NOT DRI.NOIEs N CAET%LwRs WMGIT NSG!APPROVN MGR MC PRO/CT DE9O[R. METAL RE THAT IS AT LEAST s9'WOE(SECTION 2306 9.6 IBC) �, •-• :3K F w O If WALL IS A (HES) LIT MOST BE REPAIRED USING HARDY --. -— h PIAN WIDTH ].OMER 10.E R BO AND ORBASC AT CON YAY BL 1)50 0 F1 11014 FRES FWNG N FRAME SADDLE(RFS) EXTERIOR OR NON BEARING t -- ANAYSi FOR YORC NtlORlIATbI,DOLS MA LP Sp'C S'ARl CNON[CRET W000 N 19fARING WAIF PARTTIOAI PRODUCTS OSTRIBUTOL N B.WTO MRSE J/6'PINES SET ff DM1120 N 1ACA PAR AC E KEEIIE ALLB ALOCAT OIL ._,.. CLEAR BAR__ _ RATER URES THESE HOLES 94NL BE Al LEAST 12'APART,RE NIXFs SHALL BE LOCATED N SIF 511110A 1303 BURE 10,2306 III.AND FIG2300 9.10 NIC ME MOLE 11.403 O OR DEPM.ORA MNMW OF 3'1RLY ME 601104 NO 1P Of BE SEAM.FOR BEANS 54.10[1 MMI 9-1/A'.LOCATE NIXES AT LAD-DEPTH 2 PROTECT Ku..HIXEs FROM YGsrJRE. n L��— OSp• CUTTING,NOTCHING.BORED HOLES IN STUDS AND PLATES ®ALLOWABLE HOLES IN PSL,LVL AND HEADERS ! A, w I - . TYPICAL APPLY WHERE APPLICABLE -TYPICAL APPLY MERE APPLICABLE 4- Y P[ , ;T (3)SM- 1 • 8 4 FASTENHASIEA • l= WI (3)12a \ 60M*1.OS n K. Y �V CO MON ee O E. x 9 / 11;1.cd,,,,,„, AI SOC C (20041 CO,.. c. •FARSIDE os oc •A3O FRAWNC AEAIBE75I .� (2)IY OR SALTER GREATER MAN(2)11- STAGGERED EACH SIDE NEARSIDE• I WHEN MAX SHEATHING GAP IS EXCEEDED LS. L'6 STUB BELOW OVER LAP DOUBLE �• •SHEARING GAP. :GP RATES 0 /lel.r-VAX tie PLA17 AT LOWER NI ;•7 Ill! t �(1 BGLNNARY OF •/ Lg W •'Illri f"A516E•IW/SRR 5' I,I11RIti (3)61' lel Be k J SHEATHING 1 'I I 'll(I I M IX MKO [� 881 0 6. 't MiLDI WOOD y EAAMPIE OF 1 ll SCRCW a 16.OC �, SCREW 0'6-24_STUD YG2 UNSuPPORTED AS(L%NBLOCEED) EWSIIIG W/1N ERTSTNG WALLD.ADO )FOR NEW e11 1[1E « F I••H PANf1 EJCE 2e{BLOCKING Ojtk (!)106 1• .1 • 2!'O.C.EASIER EA BLOCK LL HEIGHT STUD WNL WILL CONNECTION 'n I (TYPICAL) ICHOR.SEE RAN (RAY OILY _ IIJ i EE./(])1(11 I) I LC. L'6 I •SHEARS&GAP. s" j (4)1 0EA s12' M1 Y -r-NAL 94• • e •FARSOE ! •SLOE PLATE •NEARS. ie O Q EDGE NAILING / •iULL REICH' ANCA PDT REMOVE EXISTING FIWSH AND FASTEN •119•' (t O/COMMON FASTEN EACH PER TABLE _ ANCHOR.SEE RAN 9/500 (J)1041 O iZ' VIII )1 S� Q J 1.1 2x_PT ENO SND W/'/•'.3' OC EA SCE I 1 1 O 6'OC.TAGGERED ADOTONAL PLY iY FEUD NNLING W HI IA MIERSFCIIGI NEW STUD SOS SCREWS O 6.OC STAGGERED SEACN SIDE COWEONJIO 6' _ ' m PER TABU 00 r�01LOtlS .� *ALL (IBFaY at- A OC STAGGERED H W CI aw aNc SDE F, FRAYING BDTES mU WI I 711111 I r BER OEN01E5 103 0 1C CC *Rc..005 I 11 P 1..1 2. • DENOTES SOLE RATE ANCHOR.SEE S113i U:E HEIGHT51 S. 0 DENOTES FULL HEIGHT ANCHOR,SEE RA444N KUM TYP CA'.CCNNCC TON AT STUD COLUMNS,JACK-10-1014 ASSEMB IES. 10 I— !, OVERLAP TM/PLATES AT CORNERS a INTERSECTIONS CORNER POSTS,ETC. 5. SOLI PLATE ANOKA NOT RE00&MEN BAY ANCHOR 2. SEC EASTENMASTER FOR RATLCK INSTALL/010N RECOMMENDATIONS �1 WALL.ROOF,FLOOR AND PORCH ,s MSTALLED dN Wee ®CEILING SHEATHING LAYOUT 0 WALL CORNER&WRINTERSECTION FRAMING NEW ENDWALL TO EXISTING FRAMING ()BUILT UP MEMBER FASTENING 71 N Z TOPICAL,APPLY EN APPLJCAM ',PICA_PICAL APPLY WHERE APPLICABLE GNLY WHERE TOTED ON PLAN TYPICAL APPLY WERE APPLICABLEQ FLOOD/AIR VENT CALCULATIONS 160 00000045 Ole OC- UPI 4i ANCHOR SEL YOOE 540.5',0 SM 1 Mn OH APPROVED MAL PER PLAN EEL%j ACCMA OS 'S 200 50 ARTS FILET W HYDROSTAT.0 Rat-, CONI,RIBBON BONED TASTER W/ SERF RATE ANCHOR SCMFOWF Y F. AND R VENTILATION. UPLIFT ARCHON BLOCNNG PANEL (6)1GO 0 EACH JOIST(0461 PER PLAN BETWEEN OUTER ANCHOR !TYPICAL 15HEARWALL!WASHER EIEEDYENT I d5TAH . L$ 4 - • O PIA00 6110 0 RFff.LOE11t1ED.A MINIMUM OF(I) ■I WALL&FAST TYPE sPAGNG SPAONG SIS DEPTH .,L!WAl1 FLOOD VENT IS REQUIRED.SEE PLAN FOR SIZE. ■■1 FLOOR.85'PER PLM 1641 COYM0E15_ r INTERIOR TRUSS AT --- -L—-- - 3R 1 70 PT IµRAF SEE//8D1 OR COR BOLT SPECS II'a >B•O.C. 95Ye la G '•'6'O.C. 7'62'4• 116• IR' 813 O 6.OC UM i_Opl JOIST PER PIAN h e TR 16 0C 24'0 C. 2'.2'4' 344' 1Y,' I COIL.RIY 80*80 FASTER W/ (l OM[PK[e WY 0664 6.6 PRE-CAST B'CMU WALL W//�DOWEL i0 MATCH VEA T. 1 (6)100 O EAGI JGST(TMP) LINTEL.HORIZONTAL NTAL 'I� 1 I I 160 COMMONS ! HORROR AL STEMWALL REINFORCING(SEE 11140 LL 8d•6• S [PH[N MewNINCI ,I`I�I-f- SCHEDULE)w/5'IF ST MMS Fps1GE LAP (. O6- i� FL.[1 ee1e1 VERs CHEDU E)w 25'IF STEMWALL IS CHEATER I ( /TABLE RABOVE SEE , 16'%B'%3-FL000 THAN(3)COURSES. 11 6'616 CONTINUOUS BOND 40P OF SIEY0ALL I I BEAM./(1)45 TOP 510 BO' 1�, :a I ll �PENT. SFE'R000 I ���/�,cCOiTNVG15 9".t6 CONTINUOUS /(lfM; ENA pStANCE. •',7 Irli';_'�.WAIT ROTES'FOR ,E ;�� �, GRAS OR CONE.SEE ARM. A BOZO BEAU./(2)/5-' YE TABLE ABeVE f' r.Wfm \'.+AINSTN1ATIC0 \� �. Til CCNTINUWs 'wt) 2.6 P 1 TCP PLATE i� _ .W�Tr1{ SEC 9 S�% \;r (�y • ' ' "Pr /931 FOReo a 6•a uw . '��%/i /. sTEMwNL scHrou E \ A Ni'` \\ ANDHaN aaT !''�� . /\ `OVER INTERNA FILL COueYsW �/ BIERLVAPORK GI'e +pp8 REI IN CAW' i 1 16 6 R 550 O sr 11C 1,/ TUDOR HIST EYBEDMEN*DEPTH ■!S\i 416 ■ FILLED CELL EAC �• SEE TABU ABOVE EN ISI ANCHOR TWE AND 90E(T OPENING )TO,0 p KEIT.•N'TIC ••or 0.0 OR ROD CHARS !�, SPACNG.YE TABLE E T •TO 15 P VERT.e r OC PARALI FL TO WN L A 67NwALLi TKA 6 MOOR TO 'w/(2)0 CONT ABOVE i YOA' I .._, I.ENSURE PIE BC-ION 04 -LI KN'RWG1 OPENING IS NO MORE NAW AU35 INK Nd1M.an ' U 0y THAN 12'ABOVE THE FIN.5HF0(RADE, 010 SEWER o.L3EWEROTN01 FLOOR�,%ILST _ NO __ [e AOe 2 OPENINGS SHALL 0E 1600EL'540-510 SMART VENTS AS GMM.nu CELTS ffiN. PFRPFNDICUI AR TO WN 1 SECTION VIER Ian MANUFACTURED P.SMART NEE.SMART VENTS OR RELIEFAPPROVED EOIN a0M•I ;- AC,A*5IALL E200 OA 0,FEET OF HYDROSTATIC RELIEF WD]L =ESL LMWOTO.awarxvonnedo PI•" .. 3, FDR IN5IALLAt1N SOL AOUS". MOTES IN 1HE 4ANlri ACNRf ALL STEAMAL1 CELLS PTAI BE GOUT SOLO PER N FOOTING SPECS ON El ICHORS RECoA.Ls At ALLE RE WALLS.INTERIOR TSO(%LOAD weilloRwmw a eH[R •�NSTALLATON INSTRUCTOVS'. 2. PRGO 10.110 IS ACCFPTABIE MMG1T iNCRCAY IN FOOTING SIZC BEAfiNG WA.Ls.RATE BREAKS AND K'NC SILOS •ew.R,00•0 ; S D 1 ProwOFLOOD/AIR VENT DETAIL e OFF-GRADE&Er CMU STEMWALL OSOLE RATE ANCHOR ASSEMBLY&SPACING .......z"...=..:.W d�MO610e^a 9' SEE ARCH PUNS FOR LOCATIONS SCALE 3/4' 'O- 9)t TYPICAL APPLY WHERE APPLICABLE •IPe.WWNM*Teem INN ROOF SHEATHING. PLATE TO 11FADFR'LSTA113•24"Of. cc -SEE TABLE 2/0 NOT REWIRED AT GABLE ENDS TP 'O OR OPENINGS LESS THAN 24' gg 2 O a TYPICAL TOP PLATE SPLICE:YM IR' S 7(P PLATE BING SND TO TOP IN ATT. W/YM(16)100 EVENLY SPACED FASTEN TOGETHEDOUBLE R PPLATE. 4 WI(3)ROWS M M n LSTAIR.NOT REWIRED AT CABLE ,Ark®, /I 144 O 12'O.C.STAGGERED Ar ■O -- ENDS OR OPENINGS LESS THAN 40' I j i€I IIIIIIIIIIIIIIIIIIIII* ) A pYD • g. / / `TWIN sa TABLE RA,ONTO =C�4 sTuo coNNEcnM e SEE FRWING PLANS 4 U >O �FM TYPICAL ROOF FOR HEATER AND FRAMING FASTENING AND + 4 1 JACK/KING STUD ENDOW SU L/HFAD AND HEADER FASTENING SEHEDUI F OD • Ell OG(;NG.SEE 5/502 HEADER TO JR4(STUD; SPECBICAi�ONS =Y FL ONL RE00 0 TIVISE 21H EARNG 11011011 sp..2 BEL/ SLU.PLATE TO JACK BEAM TO KM / I OPENING HEAD PLATES STUD CONNCCPON CI CL71€C1Ol EE E- mily•g(T m SEE PIAN FM SPECIFIC J LOCATIONS AND SPEC=ICATWNS S G j f WALLS AND WALLS w/ MNpEW HTS. PULL FORRNL CACHM SEE LESS MAN/'_{' MIN(t)2.4 ({)TDF IDE-NATIO (5)tOtl ICE-NAILS ■ BRITTLE FINISH(TP) ARCHED TRANSOMGOOPPM SEE DETAIL PLAN LOCATIONS C p 2._SPF/2 DIAGONAL BLOCN:NG 7/70.2 1-S'TO 6-/' MIN(2)2.4 (5)100 TOE-NAILS (7)100 TOE-NAILS ■ • • FASTENED W/(3)100 EE TYP. FULL HEIGHT HOLD SHEATHING MAY EXTEND 2'PAST .,_\ 6-S'TO R-t' MIN()2.4 (1)431 (1)104 TOE-NAILS L. GOWN SEE RAN BLOCKING.WNW.ATTACHMENTS :, ASTER CRIPPLES \ B'-S'TO IZ'-0' YIN(3)2.6 (1)Ab (9)100 TOE-NAILS FOR LOCATIONS MUS'MCNM INTO 2._MATERIAL. EA EMI W/(2) SEE PLAN'OR WNL STUD 100 TOE-NAILS 512E AND SPADING GREATER MAN 12'-0 SEE PLAN 5[E PIJMI SEE PIAN WNL SHEATHING, i (TTP) TRUSS CONNECT. 5)10d TO I 5£f TABLE 1IC1 T ICAL SOLE PLATE ANCHOR. LfFd HDR OWN (TOP PLATE M•WIWM SEE R/:2 ANCHM RECD Al _ TOP PLATE S WRAPPED SEF OEtNI ALL EXTERIOR WALLS AND II rB ♦. • 1 . B�,__\ ____ SEE PICALABLE S//CO1 1 BRJN2:Ni N KMNERS.S IF HEADER.SEE PLAN FOR SIZE. . , sYP/2 PT FM iYPICN STP WRpp10 yLL BREAKS AND NINC SPJDS (5)100 TO_ NEATER.SEE PIAN FOR SITE. • BC TOS PLATE TO BOTTOM PLA, SPE DETAL FASTEN EACH ENO EFT HEADER THE EDUL END PER Y ti 1 CONNECTION THE SGIEDU.E TO THE LEFT ' THE SCHEDULE'O THE LEFT S TYPICAL SOLE I 7/SD2 HEADER PLACED ADO FLITCH I. • PLATE BREAK-I\ I �1 I ISTATS RRAPPFO 0NR y AT OUTSOF FACE WITS HCADCR +A+I 1,I fLAg W/(STAIR 1 2t' OE WALL FON FLAI SATT. ---i, . -i,I S , DC.PER INSTAUATION STRAPPINC SHEATHING ^ OEIK TO RIGHT WINDOW SLL/HEAD O ! ♦♦ FLOP SYSILN PER PIAN PER TABLE ABOVE CII) Y .A �I NF OFR- I RTA.INSTAL I*DON •- P999 II SPCTM NOT REQUIRED AT OPENINGS /�/ • �� A LESS THAN S-0' LL -STORY - 1 / A - 1. ALL HEADERS SHALL BE SWi2 1.' O EXTERIOR WNL Tr MIN-( 2'MAX 2. SEE PLAN FOR JACK/RINGS SND DES.GAATIONS 7■■y( Y.1 1 uSE 9F/2 OR 9E'TER FOR A..WALL STUDS.SEE PLAN FOR STUD 512E AND ()TYPICAL WALL ELEVATION ®HEADER FASTENING DETAIL Z w 1 SPACNG REWRENENI5 J 2 USE STP/2 FOR ALL HEADERS,REAMS,RAFTERS.AND JOISTS TYPICAL,APPLY INHERE APPLICABLE , 3. USE SYP/2 FOR ALL TOP PLATES AND BOTTOM RATES.USE STP/2 PT FOR 0 Et BOTTOM PLATES THAT BEAR ON CONCRETE SLAB B0 COMM NAILS 2412 OR(2)249 OR(2)244 SVP/2 N a. ALL WALLS SHALL WA BUS CION FRAMED FULL HEIGHT'0 ROOF M MOOR AT J'OC.(1YP) LEDGER.FASTER TO ROOF FRAMING L BEARING ELEVATION.PLEASE PLAN FOR SND 512 NAND E A!IDA.MON BEEOW w/4-N1B.1'LAG SCREWS { L r PA 5. FASTEN INTERIM BEAR YC WALL BOTTOM PLATES TO SUB W/100 MASONRY NNLS AT CALM RAFTER. r� 1 ,PL Cul MALS O AC DC.ADO"OIAL ANCHORS REIN O SHEAR WALLS.SEE PLAN ROOF SHEATHING ING ri u, ®WALL SECTION SEE NAME RAF ERSOvERSRpATM Q 1TPICAI.APPLY INHERE APPLICABLE irkliq• SIYP50N Al./TO-S4 Comm A• NNLS ERAFTER To LEDEER 7141,.` AND LEDGERFROMTO ROOF 4FMBER. _ IV Q J 4 (2)120 TOENAILS t l 4/ D ED EXISTING (1)112.54 O EA TRUSS ROOF MEMBER. FULL HEIGHT , ! rn U 1.1. LSE THIS DETAIL 10 FASTEN OVENFRAMED ROOFS, ANCHOR,SEE PLAN R U VA,LCYS,CRICKETS.ETC. r _ M 2. PRONG SOLID SPF/2 BLOCKING AT PANEL JOINTS MOMS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO 1.SEE TABLE 2/C1 1ROOF SHEATHING 9ECIFICAIIOVS 1 F/\ L TRUSS FRAMING. 2.SEE TABLE T/Ct IM WALL SHEATHING SPEOF'�CAIIONS € L/) r ®OVERFRAME I Fn+FR ®ROOF TRUSS TO WALL FASTENING ;■V■ N Z ONLY`MERE NOTED ON PLAN TYPICAL APPLY■BRE APPLICABLE C 2.4 SYP/2 W,WIERS 1.5.1,4 I•44 .... 4,A . Iii,, ._, A�INN (9)1 AN (2)120 IDE -•24"O.C..EASTER EACH ROO I ® I a (� a V:/ I COIYOVS NABS(TP.) ENP W/(2)120 !1 tl tl (PER TCDD PLATE CONCRETE WASHER EMBED DEPTH EDGE DISTANCE III IE. R' 3 a3 v4" _ �� PLANT NIOF• NOTE• Slg MONO STEM ONO STEM S(FARWAI I FRAMING.AND FASTENING SCHEIN IIF 241 BLOCINC. 9 (2)120 TOENAILS R IC C y_ 2-1.2%)y'.': {R IQYNOIE CONNECTOR FASTEN EACH ENT (1}12.5A WOODIER I ACC --..1 ; 2h" 1 6 WP A DOUBLE WALL STUDS AND ANCHOR AT EACH END O �./(])100 TOENAILS TO TRU55 TOP CHORD O <[ :::::1".7 DIAL SHEARWALL SEE PLAN FOR ANCHOR SPECRICATIONS 2111 GABLE END ROOF TRUSS . THR DCD ROD H D DOWN cPc.IFI ATOMS l0 KHECAEP w. SAW AND LOCATIONS AIME W/DROPPED TOP CHORD nruielA WNC-SAT TFI TNF,.NRCA3ES-RDF-A �0.S,STEM S 8 SOLE PLATE ANCHORS■2{'SC.SEE DETAIL 9/501 '_'�,CONSS'O)L"E 4301 1NREAUD RODS,OFEENIE0 WRTCALLY,A/P g cNH.c""c cowvcv • •ATTACHED TO THE FWMAPON ANC TO 111E PPPCRMOST PLATE AT FV qK I WW2ca e• 2.{T-BRACE ONLY WNL SHEATHING UP ME LOCATIONS INDICATED IN THESE DOCUMENTS ABOVE TOP PLATE. ESI •���. REQUIRED FOR BRACE GABLE END TRUSS. O �' PROVIDE A T'.2'.19'STEEL HASHER.Fn 001 W!n A NUT AND 'n V'P'E.!Me�.,� LENGTHS>B'-0'. ALLOW AT LEAST 3 THREADS TO E%IEND ABOVE TIGHINID NUT(TIP.) 3 f'.c EEx�;y�,i O FASTEN y 100Bp0 NSTALLATIE.Al ALL PLATE PENETRATIONS,PROVO!A HOLE INF,�,C) )(. ..,0 / OOSASSO.1 6'OC tOp TOE NAILS 1 OC TELE PIA,x'IMfER TMNI ME O,N([LER Of .HC MNEA;ICO ROD =•' ~ �w=B NNW FROM SW/t LATERAL BOT.CHORD TE USED. INNING SINGLE CONTINUOUS ROCS ARE PREFERRED,CWPLERS ; CONTINUO CNC OR EWA)MAY BE K.SEO IN GASPS E INSTALLED ONE TT BRACE EA x-BRACE AL CONTINUOUS C RW i5 UNFEUAL)MAYS.THE.ED SHAH 9E(ERE O EO V (0000 E INTO BOTTOM I APPROEMATE,CENTERED IN HOLE. ROCS YAY BE SEWED FROG >g CHORD K EA.TRUSS 1 TRUE VERTICAL BY A MAXIMUM OF 2 INCHES SN"0 FEE'IC AVOID OM SIT '� _ iI I \ 0 •UPPERMOST MOOS F.00R AND WN:.NAMING. ME NUT ABOVE THE _ SEE PLN EOR WAR WNL EXTENTS G51R w/(9)100 O t UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A y� �� a N 9 EA END•N' SNUG-TIGHT CONRAM PLUS ONE-HALF TURN OFA STANDARD WRENCH(APPROXIMATELY 30 FT-LBS.CF TOROUE).DUE 10 SHRINIAOE 2Xf BLOGQIG //J■ ,��57 'AND COMPRESSION Of BUILDING CONTRACTORS SHALL RE-TIETE R NUT FASTEN EACH ENO (MONS . 'jam TO 30 F.-LBS.OE TORQUE AFTER ALL TRADES ARE COMPLETE AND N! P_ MI �� MONS PRIM TO INSULATION. PROVIDE Ni OSB SHEATHING WI B0 COMMON 0 3'OC EDGE AND B"a. R■={.T■■ DECO •/(3)104 TOENAILS BLPET T/DBL 1M E 1. PROVIDE READS S (7)S1UR AT EACH ENC O OHI:ARWNL.NMC/JACK PET W/(2)12.SA 7 TH EPDXY U' S.IANCHORING'ALL 1HREADEC WOOS SOIL.3E DRILLED L EPDXY q, � 3� STUDS AT TEIOERS MAT SERVE AS EMI STUDS FOR SHEAR WALL •ANL-OREG.SEF NS'A..PTSON CHARI FOR ENBE TONT AND EDGE aOwb. PuTA WwRWf 3. INSTALL INTERIOR FOOTING BELOW SHEAR WALL PER PLM 1.SPAT:GABLE ENO NO1FS: ,LANCE 010I,REMCN'S •••••••••• - a. ADDITIONAL STRAPPING AND HOLD DOWNS MAY BE REQUIRED.SEE PLAN BRACING•{'-I'MAX I SEF F.TAMINF,=_A.N ISO ANC,ICR LOCATORS 4 S D 2 2 ALL MATERIAL TO NE SYP/2 •40c copes s 0 SHEAR WALL DETAIL ®GABLE END BRACING e THREADED ROD HOW DOWN soma I nesekdand. Bm WIRAJWIN■ ' ONLY WERE NOTED ON PLAN ONLY WERE NOTED M PLAN TYPICAL APPLY YAIFT(E APPLICABLE ��II.wIommws.IFIW1