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2039 Selva Marina Dr addition permit CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J s ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 r RESIDENTIAL ADDITION MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOBINFORMATION: Job ID: 17-RADD-3140 Job Type: RESIDENTIAL ADDITION Description: ROOM ADDITIONS Estimated value: $90,000.00 Issue Date: 3/6/2017 Expiration Date: 9/2/2017 PROPERTY ADDRESS: Address: 2039 SELVA MARINA DR RE Number: 169506-1076 PROPERTY OWNER: Name: BOWLES, CHRISTOPHER HF Address: 2039 SELVA MARINA DR GENERAL CONTRACTOR INFORMATION: Name: J.L. Ruby Construction, LLC Kenneth Marshall Keene,Jr.,CBC1254737 'I Address: 2236 Jones RD Phone: - - PERMIT INFORMATION: PUBLIC WORKS: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814)to request an inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. All runoff must remain on-site during construction. If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling, Shapell's Inc.). Container cannot be placed on City right-of-way. Provide construction site management plan, including location of dumpster and portable toilet. Right- of-Way Permit is required if using right-of-way for construction parking. All runoff must remain on-site. Cannot raise lot elevation. Any plan change must be submitted as a Revision to the Building Department. F&I APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $220.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $440.00 STATE DCA SURCHARGE $6.60 STATE DBPR SURCHARGE $6.60 Total Payments: $823.20 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach y APPLICATION NUMBER _ J' a Building Department �ld� f �0j/ [Da essigned by the800 SeminoleRoad 5 17 t�r�pAtlantic Beach,Florida 32233-5445 (.Phone(904)247-5826 Fax(904)247-58E-mail: building-dept@coab.us e routed: Cityweb-site: hftp:// � .Mab.us _. - APPLICATION REVIEW AND TRACKING FORM Property Address: 2o-n 5,ct A I \Al)JA De arlment review re aired Yes No \\ {� n uild" Applicant: �.1 , R UP,y l ©r-S7 arming&Zonin Tree Administrator Project: 00M �D l l l C�h-? Ic o u is Uti I le Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B - ----- -- -Florida Dept.of Environmental Protection -- - -- --- - --------- - ---- ------ ------ Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other APPLICATION STATUS rPLANNING ewing Department First Review: ❑Approved. [Denied. (Circle one.) Comments: BUILDING &ZONING Reviewed � Date: I REE ADMIN. Second Review: P]14pArAved as "rrri/DemV7 PUBLIC WORKS Comments: JGG PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:�ko/7 FIRE SERVICES Third Review: ❑Approved as revised. ❑De ' d. Comments: Reviewed by: Date: Revised 05/14/09 'J BUILDING PERMIT APPLICATION - CITY OF ATLANTIC BEACH - 800 Seminole Road,Atlantic Beach FL 32233 Office:(904)247-5826 • Fax: (904)247-5845 17-RAbp-3 l4D Job Address: 20301 Snel VA Mq i1' Nw permit Number: Legal Description RE# Valuation of Work(Replacement Cost)$90,000 Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New <gDh Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If a l existing structure,is afire sl rimider system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: l c5c v- lonS Florida Product Approval# for multiple products use product approval fom Property Owner Information Name: BCk . ► % Address: 2039_fie \ala (lloai a City All yl}�t � o„ k, State ffZlp _phone E-Mail Owneror Agent ofAgent,PowerofMrnaeymAgeocy Lenv RequirM) WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY OSULT OBTAIIN FINANCING CONSULOT WITH YOUR�LENDER ORRANEA'ITOR EY°INTEND BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. - Contractor Information: Name of Company: 4- . k Vby lCN S}Ruc{imvQualifying Agent Kle N N c. \ ekN Address:_^zz.310 mmr e s ,\ City '-Fe N t l -State Zip Office Phone Job Site/Contact Number State Certification/Registration# E-Mail kEN kco_(Z� roa t•ntn Arch ect Name&Phone# ?#� er's Name&Phone# t�. 1 rwiZ. 0 1. 0 my n,-y9, pgpg _ �i jy 's Compensation em usurer a mp oyees xP11 on ate c ion is hereby made to obtain a permit to do the work and installation,as indicated. I certify that no wark or installation has comm nc ; D i t the issuance ofa permit and that di work nill.ho per/boned e,meet the standard,of all laws regulating com,truction in this jurisd (io� �j y Q i e it becomes null and void ifwork it not commence within six(6 months, or ifrnnsimation or work u susyyended or abandon¢ or X A 5 d s&(6)months at any time after work is commenced. Iunderld thatseperatepermltsmaetbesecuredfor Electricalwer)Splu i� 31 n (1 ells,PPools,Furrwces,Bailers,Xeat a andAir Conditioners,etc. .n D S D i �S�l"gn of Property Owner: S' afore of Contractor: . i SBefo me _ OL.PODay of ^-,�n._sl 'ta Before me this 24�" Day of J .aa.. Xoil. m p tv. Pubfic H'� Notary Public�IG 1 5.5 4 � m I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this typeof work will be complied with whether speci ted herein or not. The granting of a peraut does not presume to give authoniy to violate or evncel theprovisions of any otherfe elral,state, or local law regulating construction or the performance of construction. Rev.3/14/16 CITY OF ATLANTIC BEACH DEPARTME OFPUBUC WORKS 12M Sandpiper lane .f AtbMic fi.h'FL 322334318 %' f) TELEPHON :(904)247-5834 j FAX:(904)247-5843 www.coab.us CONTRACTOR: DATE: 2-1-17 JL Ruby Construction PERMIT# 17-RADD-3140 2236 Jones RoadADDRESS: 2039 Selva Marina Jacksonville,FL 32220 Atlantic Beach,FL 32233 Email: kenkca@aol.com PERMIT APPLICATION FOR RM ADDITIONS Your permit application has been dnsieAy the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams,Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) •• Provide construction site management plan,including location of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. ** Provide drainage plans showing site topography(flow arrows,etc.). •• Provide erosion and sediment control plans with installation details. •• Provide impervious surface calculations for entire lot(existing and post construction). *• Section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). ** Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor,showing 1' contours. ** Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. ** Provide detailed plans showing proposed water retention. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions ofApprovall **Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814)to request an inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. ** All runoff must remain on-site during construction. •• If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. ** Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's Inc.). Container cannot be placed on City right-of-way. ** Provide construction site management plan,including location of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. ** All runoff must remain on-site. Cannot raise lot elevation. "* Any plan change must be submitted as a Revision to the Building Department. cc: Toni Gindlesperger,Building Department Jennifer Johnston,Building Department Perrone, Jennifer To: kenkca@aol.com Cc: Williams,Scott; Gindlesperger,Toni;Johnston,Jennifer Subject: Plan Review Comments for 2039 Selva Marina Attachments: Plan Review Comments 17-RADD-3140.pdf Permit application #17-RADD-3140 for 2039 Selva Marina is currently denied by Public Works. Attached are the Plan Review comments. Please submit the required information at your earliest convenience in order that we can process approval for our Department. If you have any questions, please contact Scott Williams, Deputy Public Works Director at 904-247-5834 or email swilliams(cbcoab.com. Thank you, Jennifer Perrone Administrative Assistant City of Atlantic Beach Public Works (904)247-5834 ioerroneCtcoebm i #Wig � � 9 4717rfig 41 z 2 4142 z �C♦ z � r Y D � SAN . )ADA6 Comp. By: SRW Date: 2/1/2017 �JII19' r Public Works Department City of Atlantic Beach Permit No: 17-RADD-3140 Address: 2039 Salva Marina Provided Storage: Elevation Area Storage (ft) (ft') if e) ? 9.5 234 0 BOTTOM 18 X 13 ? 10.0 300 134 TOB 20 X 15 Elevation Area Storage (ft) (ft) (.3, 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft') 00 0 BOTTOM 0 TOB Inground storage=Wd'pf A-Area= 300.0 d=depth to ESHWr= 6.5 pf=pore factor= 0.3 Inground Storage= 585.0 ft' Required Treatment Volume= 689 ft' Supplied Treatment Volume= 719 ft' Retenflon MASTERWATERRETENT10N 21112019 o° >, Comp. By: SRW Date: 2/1/2017 v Public Works Department City of Atlantic Beach Peril No: 17-RADD-3140 Address: 2039 Salva Marina Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations requires that the difference between the pre-and postdevelopmenl volume of storm"vAer runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopmenl Runoff Volume: Lot Area(A) = 10,800 it, Runoff Coefficient Area Lot Area Description (if ) (fl') "C" Wtd"C" Impervious 3,421 10,800 1.00 0.32 Pervious 7,379 10,800 0.20 0.14 Runoff Coefficient(C)= 0.45 Runoff Volume V= 0.45 x 10,800 x 9.3 I 12 V= 3,795 ft3 Postdevelooment Runoff Volume: Lot Area(A) = 10,800 ft' Runoff Coefficient Area Lot Area DesertIon (ft') (R2) "C" Wtd"C" Impervious .i3 10,800 1.00 0.42 %ISA= 42.0% Pervious 6,267 10,800 0.20 0.12 Runoff Coefficient(C)= 0.54 Runoff Volume V= 0.54 x 10,800 x 9.3 1 12 V= 4,484 113 Required Storage Volume DV= Postdevelopmem Runoff Volume-Predevelopment Runoff Volume DV= 4,484 - 3,795 DV= 689 fl' W.rfion M TERWATERRUT IO 2/112017 City of Atlantic Beach ,�' �..,� APPLICATION NUMBER o' Building Department r EECD)Oate ssigned bylhe Buifding Department.) i 800 Seminole Road - JAN 3 p 2 Atlantic Beach,Florida 32233-54 � , �W/ '7 —1 \(Ap L) —J(46 Phone(904)247-5826 - Fax(9A 75845 E-mail: building-dept@coab.us �_ uted: Cityweb-site: hftp:Nwww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Zo3q 3FLVA I yY \A} IMA kaenlent revieMuredNo \ 1 {� n Applicant: ,.) ,L., . RUpy l ©/DS7 ZoninistmlorProject: �00M h-1 l�L�1 ( I n e ietyServices Review fee $ Dept Signature WRiverWaterManagement618t.d gency Review or Permit Required Review or Receipt Date of Permit Verified B ----- --- pt oPEnvironmentarProteciionpt.of TransportationRiver Water Management Distrctps of Engineersf Hotels and Restaurants f Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: . Approved. ❑Denied. (Circle one.) Comments: BUILDING j/f� ,,�— PLANNING&ZONING Reviewed by: *t` Date; TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑D nied. P W0ti2KS Comm nts: U C UTILITIES Z-1-1-7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 06114/09 City of Atlantic Beach APPLICATION - - NUMBE_R- me-riff.)Department (To 6e assAssigned byTheEuding Depart -- - BOO Seminole Road I -7 (Ab Q _J 2 (� \ j s Atlantic Beach,Florida 32233-5445 LJ Phone(904)247-5826 - Fax(904)247-5845 �o I Jp E-mail: building-dept@coab.us Date routed: City website: http:Owwv.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 2a V F.LV{, I y \�}(ZIAJ�kSeMces ent review re wired Yes No \ II (� /� Applicant: ,_.) ,L . RUKt l p/�757 Zonin (� istrator Project: EOO M ly DLA l l I t7Aa er I Ie ety es Review fee $—. Dept S[gnature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B _Florida-Dept of-Environmental Protection—-- - - - --- ---- ------- -------- ------ Flodda Dept.of Transportation St.Johns River Water Management Distdct Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS FNGNMING ent First Review: Approved. ❑Denied. Comments: NGReviewed by:�/fof'— Date: I Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/74/09 MAP SHOWING TREES AND PLOT PLAN SURVEY OF LOT 38, ACCORDING TO THE PLAT OF SELE' UVA MOBTNff ONE AS RECORDED IN PLAT BOOK 39 . PAGE(S) 94, 94A k 94B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: TRISM BORLES AND CHRISTOPHER N.P. BONLES SEL VA MAH/NA DH/VE (100'R/W) IS fIN t ali1FR APPROVED P. 9M x 49*10 w x9.9Y WI 6R N 03'49'10" W 90 (R) P.0 B.Mx fAlY19 xEMllfE IxC 4` 191.m azm WW m :s a w s a :y : 1 RESIDENCE RE. 202E S �A� .x�� . ®13• N0. 1049 N0 �8 vi '� <IM1rR PNY A. Ime 169'.I' Q' fEIX OI M4`OII➢ d d ' a O ° 9LA9 nmina 1Y 4 sY AmME9 °�� a O Z. 0 SI Rm1.10.6 m FUME LOT 37 • RESIDENCE w y, 3 N0. 2939 P i 1x0IU) '° 8 O fllWhlax' O 1 :D 9.1. x.5w fa9B M19m � m O L 10.9' Nm Fl164. O 1— .Sw Im m 9P9 m 9.° t ba. � ur 1a N 6 aw\ r WV�PEgpl PRDUIDe 3DC syf+ LOT 39 pF lJA4CR 4,4m}eNj'I B(4Ls. plpiN� �'u a L�a9 Di gFeF f,JA4ea fL 9- f ar av FR nn. �..kcA• NTMI pl Pi _9 e[c flow Y ar 9S —al ar �A.xx.F ` a,OPE S 03'49'10" E 90.00' (R) Hal RPE LOT 44 LOT 43 S 99Sr4T E Sao'M lad9 REFERENCE JOB 57676; 68253 m"Omvr a wnir9i:ma ru I®Ilw�w°�`xe I:.e.o�r°Iro'"'Cvclm"°0°um poi n..1°`. '�XamwP s an xwd ewla nma uca a n mlx alxl¢vm xwrrz mru a•m mr I oEyo ATED SURVEYORS INC.LAND t ENGINEERING SURVEYS38489LWOING B DA aniJACNBO904- ROPoM J2210804-7)1-6468 ` MC£ M NoIuTATNYI N9. LB wos,wl9 o m4 .OYAE,[� TM, •x,:.iu6 W m,'m' m r.°'. HEREBY CEPTIFY THIS SURVEY WAS DONE UNDER MY • m' - �( - ww alosle xv45NouN n DIRECT SUPERVISIO AND MEE THE MINIMUM TECHNICAL Ic xn.wrn j_'.'::::::'�� .°".p1x,.•or SIAM 8 FOR VND NG PU CHAPIQt SJ-17.030 i "' lucJO°mix or�.cx—x r—x 1—_oNN THRO 1].052. IDA M _ E, C 471, f.S Ll— li umm u"u " C B. HAT FLORI ____CAFE W.3M v m •ngm LES L SIM FLORI CERTIFICATE N0.4579 I x�Nlinly wix 9r9xNm RAYMOND J. SC R FLORIDA CFAIIFlCATE N0.6132 T m,l rv°m JOB N0. 88298 CATE 11 29 2018 e [2�1,3mm1f ovoix slur :::::::::::::::.'. SCALE: 1' . 20' DRAFTER El R.J.S. sLw NOT VAUD VRINgIT THE SIGNATURE MD TIE ORIGINAL RAISm SEAL M A RARIW UCENSEO SURVEYOR MO NIPPER MAP SHOWING TREES AND PLOT PLAN SURVEY OF LOT 38, ACCORDING TO THE PLAT OF $ELVA NORTE" UNIT ONE AS RECORDED IN PLAT BOOK 39 . PAGE(S) 94, 94A & 94B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. CERTIFIED TO: � TRISHA BOWLES AND CHRISTOPHER R.F. BON7LES / A SE1. VA AMNINA DRIVE ow,Rlw) b� C'N F-)k i PALJ� �Li OL "An X- air a 11 IIRUI�E .7 N 0"49'10" W 90.00' (R) .11N. 1:1 1w, v .9 RESIDENCE RESIDENCE 4 NO. 2019 riz NO. 2029 P. f,DOR..I :x ORN, VA I'V I Ix MR. R4 I VOW aw LOT 37 MME RESIDENCE No. 2030 AMNED im Rf N,v �N,s A RID W APPROVED LOT 39 31.0 S 03'42'10" E 90.00' (R) Ride. LOT 44 ,,R LET 43 �.r E REFERENCE JOB 57676; 0253 AIR NA, RL=4Z. I.. AAR IN E Yo# M"N R" RORA,.a A,RARRI A RA, ANI 0 ASSOCIATED SURVEYORS INC L.=,., RR AND & IDIGINWING SUIINEtS A.- W" BIANDING BO`JU5`NID AIR�JTIW s �ONN,UuE. P.DIRIDI, 3nIO W.-toyl LEM CBDFRCAM OF AJTHOf�GION 110- W �e .........�RRAAAAJA. ARAR 0 HERESY CERTIFY THIS SUIRVEY W DONE UNDER MY DR. :ajSRc= DIRECT SUPER 0 MEETS THE MINIMUM TECH I� 4.1-�- �... ...- ... NIC D S,77 aSN'Do, IG PURPIANT 70 CHAPTER U-17.0to L S�T MR. E E.� R ;72 F.S. RR C E Z NARA C B. HATC - :vicil RN L MWOND J. sc R FLORIDA C NO. 1 2 NMI RARRAR,R, —�T...... JOB NO. MTE 29 le Ry�m IF D NOT VIJLID 1111THOUT THE MAP SHOWING TREES AND PLOT PLAN SURVEY OF LOT 38, ACCORDING TO THE PLAT OF MLVA NORTE` UNIT ONE AS RECORDED IN PLAT BOOK 39 , PAGE(S) 94, 94A & 94B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: TRISHA HONLES AND CHRISTOPHER H.F. BOWLES SEL VA MAR/NA DRIVE (10 R/W) vs'mw s mrRR MAN PAAN r 8)Ic P Y /Pw H,. .• ED ® PIIL I/2• N OTW1V M 6B.B1'(u) �1 qp[ Imo- Imx PPrt N 03.49'10" W 90.00' (R) f0a) IPIN M1K ISwL P.4 91RV SNWG 16FRI12 11m FRESIDENCE . - RESIDENCE nYI • a' :® N0O.2049 xc. G \ \ Pte' rLod+nE Otr rxRlm AmrlDv o 4 O I_ ,7i ROannY N x.w IBm N 1 STORY A r, LOT 37 a RESIDENCE R 3: N0. 2039 p w R • N orI -1. i0 9 IT 'Fl Ba• x4w IPo[ p 10 IT o o Iav ^AM'llsJ' i0 n e• w Ivm len' a 1_ m m Q6 e. n rll m yr VV ]AN PRroGY➢ P"'N O.Nt� lVlO PfP01 J1.p LOT 39 n•' P. n] o.S nl 1/r S 03.49'10" E 90.00' (R) qq,pp[ IR6N PIPE LOT 44 Pls M. LOT 43 5 mva'[ mm'(M (aR) REFERENCE JOB 57676: 68253 mlx_ xut ua n\w�wa.rL iouan'aMOIfL'Im�n uw Mi ff u�xuydxY2114d.Mas a an.wun ar¢N4 uaK s 1.ANNUAL INN. l Mw I R�qP V E Y O 4, i 9Bi1] M Sl n TM 6n'h elm Rrne AN mIlWL xnl[i SNN.l rrm.wsP xa a uofm.o w0.wff uulul[irurt ror¢rw� e e.mtt�"v."�vo� TU mover[ .—M, m n a vera, N.. ASSOCIATED SURVEYORS INC. ,e, �m a `�" LAND ! ENGINEERING SURVEYS S W46 MANDING 9WLEVBRO uiry o %n^ Nal Im uN: PM neo a nN.[ral•wVVn J/,CNSgMUS. FOF M 32210 AT.NAI r L 2 904-771-6K ' nett Ala.IF .. 6/J . 'J CERIIFlGTE OF kIfHORIlATlg1 N0. LB 0305466 [ mavrla MET.. - . I.c 01, Y u :muY�i[� v�v IN o ...... .. .s[r a u w HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY • .m •P�r^�'r��' DIRECT SUPERVI510 AND MEETS THE MINIMUM TECH NILAI IT' STAY 5 FOR LPND R NG PURANT JO CHAPTER 5J-1].050 s 'c j x- x F ,<. ..Iw�ar e��. u ..Im 0E- uw� THRO 1].052, F IW DM 1 TRII NEC E, CH ER 472. F.S. v .] •uma[e nwNru N R�ra¢ �.. [ �e •rn.e.n MAN mn C AR S 8. HAT 1 ttOR10� CERTIFICATE NO.3771 v m •vr¢.n wN m -� •]^• ARLES L SFAR FLORI�1 CERTIFlGIE NO.4579 n^' 'ur'clx wm.wec m rt •mlxr s owe S NN A.. J. SCH R FLORIDA CERT KATE NO.6132 T NIN -101^rt m°^'w°NiL 1 I I. JOB NO. 68298 DATE 11/29 2018 e' e°, :rt'r[ai„o r win¢veevrt f EG R.JS. IT •mnn v r.mr.+ mava.ria[ SCALE: I- - 20' DRAFTER ] Ns .rb[nlor um awe[ra NOT VAUD WITHOIR THE SIGNATURE 0ND THE ORIGMAI RAISED SEAL OF A FLORIDA UCENSEO SURVIVOR AND NAPPER MAP SHOWING BOUNDARY SURVEY OF PpLO�T//3w8, ACCORDING TO THE PLAT OF yI 3EL A MORTE' YdY�IBB ONE AS RECORDED IN PLAT BOOK 39 , PAGE(S) 94, 94A & 948 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: TRISHA BOWIES AND CHRISTOPHER H.P. BOWLES SEL VA MARINA PVT/VAF u'm1m W ar,n (7cn'AywJ =— ✓1'D'7�GL P 1n' ma wrc N 03'49'10" W 90.00' (R) 1Ap�^P0 Aaac (oR) wax PFc sm �' ssva R6FRFNCE ux6 leve a) L 1 SN(Rl W „ri( .a � as. wNA b �a' .� A/C WT � O a a R aV o al o r.e' s o 0 1 N STORY ,l FRAME LOT 37 RESIDENCE w 3 NO. 2039 G g R N $ Y) �_ z fl n 91' w G .v o x w ,nr iO ip a, b b 10.1 2 m us La' 1 E 0 LOT 39 LOT 39 04 —o as 1/r 9RIPE .. S 03'49'10" E 90.00' (R) Iq a LOT 44 Rs M. e LOT 43 5 PISS.Y[ ..'IN) 1 X-REF 57676 Kuwu,rt uie°w r' ne` m�ioia yw.x'¢timNusana xniw ovx¢nom.,e[s n,a wuu wra wn,naic rcrme a,m m.w, a• _ _ _ mweAl xD� Fan JPV E Y 04, maxum ug�Melo o ,rm>w�mwwn ,ar S ORS INC. ASSOCIATED SURVEY uND C1AYS , w S ae euNanc R L Ro a 7n JACNsONVU.E, FLORIDA 322 10 Cll61m PpR a 904- -6499 a nm.r.m `CJD O CFRNFlGATE OF AIRHORRATGN N0, W IXOWS o • ,[T�o¢ b ___ rr, e•„ qpw S S tl I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY A • ' DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL STPN�17 D R G PURSUM TO C J�PIER 5J-17.050 w — —•—k-01k, THROO A A INIS JIV ODE, APTER 472, F.S. R •[� __�_^_ m T CH FL RIDA f,Ep FlG1E N0.3771CUNG FLORIDA C AGATE NO.4579 A m1w w MYMOND J. SCHAEFER FLORIDA CENTFlCATE N0.8132 JOB NO. BETS] DATE 11 22/201fi i ,0 :wroM.nmL 20' EG y n . SCALE: t' " DRPFIER nx •,new�ss,w NOT VALID WITHOUT THE SIGMIURE AND THE ORIGINAL RAISED SEAL OF A RORIDA UCENSEO SURVMOR ANO MPPPER TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Department of Community Development 9Planning&Zoning Division t x-o V 800 Seminole Road Atlantic Beach,FL 32233 (P)904247-5800 (F)904247-5845 P--ER//MRR SECTION I-APPLICANT INFORMATION r Owner(s) I,/Legal Authorized Agent' NAME OF APPLICANT 64A Leea7 e e� d(So-1) NAME OF COMPANY T l Kube Zen sf r LA /1foV1 ADDRESS OF COMPANY ;V ddJ vP J'an eS 4 J, J fl,- a3�a� PHONE CELL ('79q) 4d4— 71)(EMAIL > �ey+KCA p10. cloth CONTRACTOR CERTIFICATION NUMBER C p G l a b L1 73/ ATLRCH BUSINESS TAX RECEIPT NUMBER SECTION II -SITE INFORMATION STREET ADDRESS OF PROPERTY VA r Jn a (fan address has rrotheen asslgnedrothhproperty,amroatheAB Builduglkpartmentat(909)29]-SB�6 roteques[an address. LEGAL DESCRIPTION LOT BLOCK SUBDIVISION REAL ESTATE NUMBER LOT OR PARCEL SIZE: SOFT AC RESIDENTIAL ✓ COMMERCIAL OTHER(SPECIFY) 1 affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach,FL and/or 1 have participated in a pre-application meeting with the Administrator of those regulations. Subsequently,I affirm that no regulated trees and no regulated vegetation will be damaged destroyed and/or removed from the obove-desodW or adjacentproperties in conjunction with this project. SIGN IIUU//LL////R OF OWNER SIGNATURE OF OWNER Signed and sworn before me on thisd8 dayof - , I?by State of FL Countyof DKfq i ' Identification verified: CuiysA's UC. Asc Oath sworn: Yes No JENMFERMHCAW` Y COMNISSIONt6G 0!38!1EXPIRES:O r2T,2020Notary natureMihu NMN'P3bUWMbn My Commission expires: City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road 17 _R(\p q _2 I it 6 Atlantic Beach,Florida 322335445 J `Yl./ Phone(904)247-5826 - Fax(904)247-5845 o; E-mail: building-dept@coaloms Date routed: - 31 -17 City web-site: http://www.Mab.us APPLICATION REVIEW AND TRACKING FORM Property Address: GO3-1JELVA I y \Apj)jA De artment review required Ye o 11 (� ^ uild' Applicant: � ,1.., I \ UKv 1` ,©rl7-S7 arming &Zoni Tree A mmistrator Project: OO M 1O. C_'�,t t l ntoZ is o u is U41 le Public Safety Fire Services Review fee $ - Dept Signature Other Agency Review or Permit Required Reviewor Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLIC TION STATUS Reviewing Department First Review: 194proved. ❑Denied. (Circle one.) Comments: UILDING 4 PLA &ZONING Reviewed by: Date: ✓ 3 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/1OD9 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD r OFFICE COPY ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 2.9.2017 Permit#: 17-RADD-3140 A licant: J.L.Rub Construction Site Address: 2039 Selva Marias Dr.,A.B. Site Address: 2236 Jones Rd.,JAX 32220 Review: I 1 Phone: RE#: 169506-1076 Email: kenkca aol.com Homeowner: Bowles Correction Comments- These comments are from 1 of 4D artments that are revie this application. . Contractor needs to come in and finish the permit application. No contac phone number was give. No state certification/license was given either. RQ like to have the email address of the homeowner 'X, r/l 2. rom e mono o e m mg Code, choose a ethod of construction compliance and level of alteration. This information to be on page SO.O under Design Specifications, under Design Code. 2 ne es needed -2'2 • ubmit the amount o s uare ootage of habitable living space, submit on a e GO.1. 2 ILDING CODE, Y C esl en la m mgTlIermal Enve ope Approach, WRACR402-M4. — 3/2/i7 rnr . A separa e m mg perms wl a require an site specific engineering to the aluminum porch coverin . vwd.� 11P r m o �— . /'n/� -?111r7Mike Jones / U Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 C /not a ecl cornot PA7< �2' 7 Yt�,t BUILDING PERMIT APPLICATION FILE COPY FE8 2 2 2017 CITY OF ATLANTIC BEACH i . L� i00 Setmnote Road,Atlantic Beach Fl,32233 �Oi11� OtHce:1(904)247-5826 • Fm:(904)247-5845314D 247-58451-7-RAo p- Job Address: 2 039 Se j vw MA A' ra o, Permit Number: Legal Description RE# 1W169Sd6 —IVIG Valuation of Work(Replacement Cost)$, Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New dditi Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed struchue(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: ' l ©©M Zlor1S' Florida Product Approval It for multiple products use product approval form Property Owner Information Name:T/`1 G[O\ Bsr.A s Address: 203cl gx.`%ia MakinsR city pl ld rat� Na.aek State Zip 3xa33 Phone E-Mail Nr ska^v Y 5.\ m F` C mc, I teslm Owneror Agent (If Aaent,PowaofAMmeyor Agenryl.elhrnalnitdI 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 YOUR NOTICE OF COMMENCEMENT. Contractor Information: Name of Company: 77- • R V b Cori } W{i Qualifying Agent: Ke N N e�1 Kil.Gla L Address: 3 �oN s. \, City tate Zip 22 D Office Phone Job Site/Contact Number Sha 7�0 1! State Certifica 'o egistration# C 1 sj l l2-) E-Mail e c c . m Archi ect Name&Phone# xer'a Name&Phone# �+ PoNk• 4 0 04 2W, 09153 is Compensation V, n Lem neurer se Employfts xpiZof is ion is hereby made m obtain a permit to do the work and imtalladons as indicated. I tertify that nstallation has comm n' y 1 the ianumce aja permit and that all work will be performed to meet the standards of all laws reguluction in this jurisd� do A Q it becomes nu/l and void if work is not commenced within six(6 months, or if construction or worknded or obandane o O $ d six(6)months of any time after work is commenced. Iundersmn�that separate permits must be seecfrica!Work,Plu in S e!!s,PPools,Furnaces,Boilers,Heat a andA!r Co. a nnert,efe. D i w )�5' n a of Property Owner. l�-� Stgnaluro of Contractora Snc me \\ t Day of llal n_4Z 6 Before me this 76.e' art.+ae• ZD/ o g p U0 yy]j � nn�� m Public:( �9't' 0yz&, ! Notary P.Idi, 4Y//l(LY7Nf: — I hereby certify that I have read and examined this application and know the same to be true and correct. Allprovisions of laws and ordinances governing this type of work will be complied with whether spec!ted herein or not. The granting of a permit does not presume to give authority to via ate or cancel the provisions ofany other fe eral, state, or local law regulating construction or the performance ofconstruction. Rev.3/14/16 fel ' D C C� V CITY OF ATLANTIC BEACH 800 Seminole Road I Atlantic Beach,Florida 32233 FEB 2 2 2011 i i Telephone(904)247-5800 FAX(904)247-5845 REVISIO"�UEST SHEET Date: .L . - ll Received by:7i,j,__7_ Resubmitted: Permit Number: h - 12App • S1N0 �/ Original Plans Examiner: Project Name: b'oa1 c f�c z.c1.Q 4c c Project Address: 2o-3 ri S \ar 'Man. 1 Contractor: Ke . ,v e Fc V cc: - Contact Name: Contact Phone : 4ay 6 ZU b"W 93nl Contact a-mail• 144&4 at Revision/ an Chec ermit Fee(a)Due: $ $d / Description of Proposed Revision to Existing Permit: 14o c Wn \ \ \E 4- . �o wok do ttx r. 4 me V—\%�c�. Sl.c Asce �..d 1n _ t � Fs cunaa�_ Additional increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(prim vone) affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent coma w--A sigi if iv�is< L-ti-) Date Omae U.Only Dale: L /-7 Appmved: Mje : Nmiaetl by: Plan Review Comments: pMrlyn"t review required Yes No n^ %uilding Plan n nine Tree Administrator Plans aminer Public Works 7 Public UtiliOes Public Safety Fire Services Date aeYl NN l 2 DO NOT WRTTE BELOW- OFFICE USE ONLY pp ca eo es: Review Result (circle one): Approved Disapproved Approved w/ Conditions i Review Initials/Date: _l�_1 z Development Sizes �A -7 Habitable Space _731Y ?.ti Non-Habitable Impervious area Miscellaneous Information Occupancy Group 9-5 Type of Construction Number of Stories Zoning District it �- 1 Max. Occupancy Load Fire Sprinklers Required_ Flood Zone X Conditions/Comments: . . . . . . . . . . . . . _ . . . - - - ; k ° ; LL ! 10 0 k k k0 ) , \/ 0 ) X12 q ) ) / ) ` ! \ « 22 ! « ] f ) } \ , & ! ! � . « . ƒ . / / / o ` ® ! / / } 0V ` . ¥ cc . ) . � \ _g ) , § ! ! m ° af= , ; - a , , « a I ' d � M � d 0 O 0 a 5 e 0 S L u q � a E a Y W d � 6 o t Z �z m ri �° p, ,-: nim v vi m 06 a� o .-: O ¢� .7 a '/• P] ,�" A M' LL a a M' ,-1 U CG rn ° o U U. .. ai ^' N ri V vio r m o; o cV m .�-•i b .v ^i i 0 a d m d w 0 d a° i .� .o �I a J A Y O O a �TJ� N f( O L V W O MJ q d C� 0 .� 0 o a d h � � � � � � � � � � a � � � ¢ � � S a w � � � � � � � � � � � � � � � � � � � � aH .moi w v v ,� .9 a' q 3 '� � N m V vi .p � oo o� o �y m � .. U ki .� '. .. r. U' I � � ® i \ ) ! ) y % � a 41 J ) # ] e () $ { £ b § c ! x ® ` S 42 z § \ f ) / 4 / � ; OFFICE COPY FORY6 FLORIDA BUILDING CODE,ENERGY CONSERVATION Y Residential Building Thermal Envelope Approach 1 FORM R402-2014 Gliosis Zofre� 1 Scopx Cnnphance wM SeCion ReIWA l orma FAYioe Bulldiire Code.Energy Conservalion.shall M demonstramd by Me use of Form Ill 1 for ser and muitipWamAy nmderlcm W IMee started oriels In h rghl,addltlolu to sweat.,mademial buildings,altermoon.renbeWgna, 1 and building systems In ammng Irulldmge,es spptirable.To comply.a building must meet misdeed all of Me energy affiuncyn niramnts 1 on Table R40M and all applicable mandatory requbmems summadaed in Table 14402B MNis form.M e building does not comply With tad mambo,or by Me UA Anemagve method,i1 may still comply under Seri R405 of Me Flnma ardbap Cadq Energy C,naervatbn, 1 11110JECTEIAll 5.wltirs Ad fi,in atALDER: JL Ruby CAerS+mo,4ian 1 ANDADDnEro: OWMER: .10-49 Stlpp�a��L�� MwIrul De FERYRTMe OFFICE: A{IaLt✓•jC Naa^a-h 1 AAan+ic TJaci JUBI6 "ONNUMBER: 261100 1 MAUMNUMBER: 1 tuarNnl MabmXme: 1 t.Fill In all Me apyllkaNe epecw of the Ro Be lro IW"wWmn en Table Real sent Me lnfornulbn rpuammi All'To Be lmYllvl"vaFw ml»IM 1 pwl lour moneMClaM than IM rpWM Ieedi R...Mall pp 1 Maes.lM'To Be InWYaC cdumn InMtm ivion 1 a.Num IM sa min mMM1 or Table MNB mY.tock each boa fo Motenn your Mam Is wmgy wMl All appi.N.Mma. 1 4.Ram,elan and dme me"Fnpvee M'unlncmmn ewHmem m tire MXdn 01 ryga 1.TM ombr or mins a agent mum at=sign and Gate IM pxm. 1 1. 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Fa mass wily.Oa"dais of wall" 1 mgmMmmA naa be maemcp Va Yat 501'ananl oflY:iaWalim aagwand for de`eMaia of aa-ai mUM!I..,of or imegd.,the wall. 1 (5)SMmaa,�huWaid dmbtiniuda S�eb.�e'p RC03 ,Tot agmad by m magy near emir,.in eaadana wil6 Section 553.99.Flando . by loadOp YR Y int mgbd f d Nob am bmdlm 1 .W mvoly vailhi00a buM'mg thnwl m eYye 1 (6)Minimum e9leemm ac 0lrc M by ON Nollom(Ayyhaweu %murfodI of 198'1("i*II rtvdmtisl aqugmetl.d alezubj.m NAECA I 1 r �dnmg datiam. Fm Wv r 15yo of aquiI w Tab .13(1.11)of the C®ar iad Pm, inm d Nc Flc t4 Bna,Cada, F aRy Fa aha elaiMi aMmae fonh .mm.EF-OW-(0.00132•mbmNl 1 (8)Fo o0rrmmnlgu enrage volumes,mie.FF-0.61-(0.0019'vobNo1 P-CA FLORIDAgWN WCOOS—EME YCONRENVATION,EEIEd11ON41014) 1ffirk 1 ;^gMb,dliee.xi Ly.l(Y(ALL RIGHlY 0.E5FAVEG):eauv4 Ey Mayie 611uon1u11.MIS 1:I1OSPM pnmmlw Lreass'nanneni. r.mamae..,..m,daa. Project Summa Job: e Wright5oft �. Summary Date: 2120/17Addition By: M.Ellis Energy Design Systems,Inc. 11727&aft Rd.A kwnWN.FL UU3 Pee—90l208.9870 Fn[90F2863670 E.r: ".0oddli Coo Proiect Information For: Bowles Addition 2039 Selva Marina Dr, Atlantic Beach Notes: Addition tying into the existing HVAC unit. Design Information Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 IF Outside db 94 °F Inside db 68 IF Inside db 75 'F Design TD 30 IF Design TO 19 `F Daily range L Relative humidity 50 Moisture difference 50 grub Heating Summary Sensible Cooling Equipment Load Sizing Structure 7040 Btuh Structure 4249 Btuh Ducts 679 Btuh Duds 960 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 dm) 0 Btuh nonHurnirFfcation 0 Btuh Blmver ) 0 Btuh Piping 0 Btuh Equipment load 7719 Btuh Use manufacturers data Rate/swing multiplier 1.00y Infiltration Equipment sensible load 5210 Btuh Method Sim plraed Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) 548 Btuh Structure cts 193 Btuh Central vent(0 dm) 0 Btuh Heating Cooling (none) Area(hal 334 334 Equipment latent load 741 Btuh Volume(fll 3006 3006 Air changes/hour 1.01 0.32 Equipment total load 5951 Btuh Equiv.AVF(cfm) 51 16 Req.total capacity at 0.80 SH R 0.5 ton Heating Equipment Summary Cooling Equipment Summary Make Make Carder Trade Trade Model Cond (mixed) AHRI ref Coil AHRI ref Efficiency 80AFUE Efficiency 0SEER Heating input 0 Btuh Sensible coding 0 Bluth Heating output 0 Btuh Latent coding 0 Btuh Temperature rise 0 IF Total coding 0 Btuh Actual air floe 223 clan Actual air flow 223 dm Air flow factor 0.029 dMBtuh Air flow factor 0.043 cfnVBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvmight5e iFL' Rlid-SuddO M—ma1201717o.17 RSU17W 2017-Fe,-23 13p:50 .ba MOW,20.Sal.Manna D,M BCR w Cel.=MA F..Dowered W MAP SHOWING TREES AND PLOT PLAN SURVEY OF LOT 38, ACCORDING TO THE PLAT OF SELVA OTE" UNtT ONE AS RECORDED IN PLAT BOOK 39 , PAGE(S) 94, 94A & 94B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: TRISHA BOWLES AND CHRISTOPHER H.F. BOWLES SEL VA MAR/NA DRIVE (100 R/w) 1.5' CURB & GUTTER PALM�++�,, ,, 4' 5 , a 41"-� t, a 12" 40' OAK e a 9" PALM +, OAK 17" >- PALM " PALM .� °n �* OAK �-12" 014- �► PALM PALM 19" s OAK 1/2' 1/2- o N 03"49'10"�W 89.92' (M) IRON PIPE 1 2, IRON PPIPE Z• 6 N 03'49 10 W 90.00 (R) (CNR) IRO IPE PASSOC a.• SURV < " v' BEARING REFERENCE LINE F.C. 161.79 (M) ,' Q ° 1 162.00 (R) 12" a PALM OAK t vI p • N t N. fl to Ir PROPOSE r a D �*. Ln: .M RESIDENCE W RESIDENCE 11°8 N0. 2049 22.4 4• PROPOSED PALM FINISHED NO. 2029 CONC. GARAGE t;' . WAW{ FLOOR =10.9 FINISHED WALKNAVD 1988 FINISHED FLOOR =10.1' 4 FLOOR=10.1' NAVD 1988 •�.!""' r N 15:8' A/C UNIT N p. 17.4' 6.5' ON WOOD o ® DECK ON t' PROPOSED 01 fl CONC SLAB ' ADDITION ;�8.2' 1.0'� 2.8' '7 �- 7,8' PROPOSED 1/0 in O FINISHED ADDITION 04 iV U") FLOOR-10.8' in .- � ' NAVD 1988 1 STORY M 6.5' L4. FRAME w W LOT 37 RESIDENCE o NO. 2039In 0 M FINISHED 0(00 U-) FLDDR=10.8' z az°0 In9.1' NAVD 1988 FINISHED • rn 0 '_'❑ .❑ `.y 10.9' FLOOR=10.3' 16.4' 00 11.6' NAVD 1988 13. I 0.6' o 00SD o 0 16.1' Z 00 ODITION 23.3' `O ❑ 1.0' 0 15" I PALM 20' o PROPOSED &K-\ c� COV'D PORCH 31.0' LOT 39 ❑ c,Y a 0.4' 8" PALM ❑ ❑ ❑ ❑ ❑ 0.9' 0.3' 0.5 1/2' S 03049"10" E 90.00' (R) 1/2' IRON PIPE IRON PIPE LOT 44 PLS 3398 LOT 43 S 03'53'47" E 90.01' (M) (CNR) REFERENCE JOB 57676; 68253 FOOTFLOOD Z WITH DR NAGE AREAS THAN BE OU7SIE MILE; AND AREAS CHANCE PROTECTED FLOOD By PLAIN FROM 1D ANNUAL (SHADEDHANCE )" " AREAS OF 0.2%ANNUAL CHANCE FLOOD; AREAS OF 1X ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS THAN 1 1. BEARINGS ARE BASED ON 1S AT BOOK 3 PAGE a4B GENERAL NOTES: �I E Y 0 2. STRUCTURE NO.24 8 SHOWN HEREON LIES WITHIN FLOOD ZONE-1-AS BEST DETERMINED R FROM F.E.M.A. FLOOD MAPS PANEL NO.AMDATED O6/0„312013 s 3. THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, PIPES AN UTILITIES, IF ANY, NOT DETERMINED. Gj 4. JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY THIS SURVEY. 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR Q A S O C I A T E D SURVEYORS I N C• FOR EASEMENTS, TITLE, COVENANTS,B.R.L'S RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC LAND & ENGINEERING SURVEYS S. THE HEAVY LINE SHOWN HEREON, MAY NOT INDICATE ACTUAL OWNERSHIP. 7. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. W 3846 BLINDING BOULEVARD AC = AIR CONDITIONER PSM = PROFESSIONAL SURVEYOR & MAPPER JACKSONVILLE, FLORIDA 32210 L BRL - BUILDING RESTRICTION LINE R = RADIUS 6E BT = BUILDING TIE (R) = RECORD 904-771-6468 BTN = BETWEEN RLS = REGISTERED LAND SURVEYOR G (C) =COMPUTED FROM RECORD R/W = RIGHT OF WAY t� CERTIFICATE OF AUTHORIZATION NO. LB 0005488 E C&R = COVENANTS & RESTRICTIONS (TYP) = TYPICAL N CH = CHORD p S S b D (CNR) = CAN NOT READ *ASSOC1SU V'I OR B 488 CONC = CONCRETE COPD = COVERED � ••••• FOUND IRON PIPE OR PIN (IP) • I HERE Y CERTIFY THIS SURVEY WAS DONE UNDER MY EB = ELECTRIC BOX ■ FOUND CONCRETE MONUMENT(CM) DIRECT U P E RV I S I O AND MEETS THE MINIMUM TECHNICAL ET = ELECTRIC TRANSFORMER & PAD x. .• ••••• •• CROSS CUT OR DRILL HOLE A JEA = JACKSONVILLE ELECTRIC AUTHORITY ©• -• -• NAIL do DISC STAN S FOR LAND URVF,cIr"ING PUR ANT CHAPTER 5J-17.050 e L = LENGTH OF ARC -I x I x I X CHAIN METAL FENCE CH PTER 472, F.S. LS = LICENSED BUSINESS THRO 17.052, F IDA DIS QTR IVE C E, R LS = LICENSED SURVEYOR V WIRE FENCE CM) = MEASURED n n n WOOD FENCE BY: C: � '""" E N&D = NAIL & DISC CAR S B. HATH FLORID CERTIFICATE N0. 3771 v ORB = OFFICIAL RECORDS BOOK VINYL FENS ORV = OFFICIAL RECORDS VOLUME DU OU OVERHEAD UTILITY AR ES L. STARLI FL.ORI A CERTIFICATE NO. 4579 A PC = POINT OF CURVE FIRE HYDRANT = POINT OF COMPOUND CURVE PHONE RISER RAYM ND J. SCHA FER FLORIDA CERTIFICATE NO. 6132 T PEG POOL EQUIPMENT PAD ®. .. .. .. .. .. .. ..... .WATER METER � I PI = POINT OF INTERSECTION , . .UTILITY POLE JOB NO. 68298 DATE 1 1/29/2016 0 PRC = POINT of REVERSE CURVE 0 ::.•...•• •• fl1AMETER F N PRM = PERMANENT REFERENCE MONUMENT . .. .. .. ... •. GUY ANCHOR SCALE: 1" = 20' DRAFTER ECA/R.J.S. S PT = POINT OF TANGENCY . .... ........... . CENTRAL ANGLE PLS = PROFESSIONAL LAND SURVEYOR WMA NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER AP SHOWING S AND PLOP PLAN SURVEY OF LOT 38, ACCORDING TO THE PLAT OF $ELVA UNCT ONE AS RECORDED IN PLAT BOOK 39 , PAGE(S) 94, 94A & 948 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: TRISHA BOWLES AND CHRISTOPHER H.F. BOWLES 4SEL VA AM INA DRIVE (loo RIW) 1.5' CURB & GUTTER 74-12'PALM 12 40" r OAK n :• n PALM OAK APP"ROVED 17" e¢ a PALM 16" PALM 3r. n p lgjOAKOr PALM PALM de �,f(jI ��/1► OAK 12a 1/2' A ,• , U• N 03'49'10"W 89.92 (M) IRON PIPE 1 2' IRON R ASSOCPEzo r a N 0 3 49 10 W '90-00' (R) (CNR) IRO PIPE SURV a •• v` BEARING REFERENCE LINE F.C. 161.79' (M) 162.00' (R) 12' a . PALM r : 2:2" 6 o OAK N PROPOSE • �0u")', CONC, a . ;M 13' RESIDENCE NO. 2049RESIDENCE 4'22' FINISHEDNO• 2029 PROPOSED PASCONIC. GARAGE WALK FLOOR =10.9' FINISHED WALK FINISHEDNAVD 1988 FLOOR =10.1'. FLOOR=10.1' NAVD 1988 r: ` b ;�°.•''"R=' y N 15.8' r•-� A/C UNIT cv ...PROPOSED 17.4' 6.5' ;n a' DECKOON f•ON WOD COV'D PORCH o lto o:PROPOSED °1 " CONC SLAB �. ADDITION ;�8.2' u, O 1.0'n O O2.8' "� '� 7.8' PROPOSED 1 U) d FINISHED ADDITION Oto FLOOR=10.8' in N cs NAVD 1988 C4 nts ,r p 1 STORY 6.5' FRAME w w LOT 37 RESIDENCE a 3 NO. 2039 p M FINISHED «� coo O FLOOR=10.8' O z 0000 � 9.1' NAVD 1988 FINISHED to cn O -Cl 43 `�,�• 10.9' FLOOR=10.3' 16.4' I ` 00 11.6' NAVD 1988 0- 0.6' q 0 OSEQ o a 16.1;' Z 00 DDITION 23.3' O ❑ 1.0 PO 5• f/D P.LM ` 20" o PROPOSED I OAK cv COV'0 PORCH ❑ 31.0' LOT 39 ❑ G•� a ❑ - , 0.4' 8 4' " 0. I x PALM ❑ 1~ � .. @ o ❑ ❑ ❑ ❑ ❑----❑ ❑ ❑ .. t "" 0.9 0.3 1/2' S 03049'10" E 90.00' (R) IRON IRON PIPE PIPE LOT 44 PLS 3398 LOT 43 S 03.53'47' E 90.01' (M) (CNR) REFERENCE JOB 57676; 68253 FLOOD ZONE"X" a AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOOD PLAIN /FLOOD ZONE"X(SHADED)" AREAS OF 0.2%ANNUAL CHANCE FLOOD; AREAS OF 1%ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRA NAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. 1. BEARINGS ARE BASED ON PLAT BOOK 39. PAGE 94B_ GENERAL NOTES: v E y 0 R 2. STRUCTURE NO.248 SHOWN HEREON LIES WITHIN FLOOD ZONE SAS BEST DETERMINED J R FROM F.E m.A. FLOOD MAPS PANEL NO.AOLDATED n8/O;/:013 3. THIS IS A SURFACE SURVEY ONLY.THE EXTENT OF UNDERGROUND FOOTINGS, PIPES AN UTILITIES,IF ANY,NOT DETERMINED. 4. JURISDICTIONAL AND/0R ENVIRONMENTALLY SENSITIVE AREAS IF ANY,NOT LOCATED BY THIS SURVEY SURVEYORS 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED.THE PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS,B.R.L'S RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. SOCIATED LAND & ENGINEERING SURVEYS 6. THE HEAVY LINE SHOWN HEREON, MAY NOT INDICATE ACTUAL OWNERSHIP. W 7.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. 3846 BLANDING BOULEVARD AC AIR CONDITIONER PSN = PROFESSIONAL SURVEYOR & MAPPER Ir- ., JACKSONVILLE, FLORIDA 32210 L. BRL = BUILDING RESTRICTION LINE R = RADIUS BT = BUILDING TIE (R) = RECORD `i 904-771-6468 E BTN = BETWEEN RLS = REGISTERED LAND SURVEYOR ,. G (C) =COMPUTED FROM RECORD R/N = RIGHT OF WAY r) CERTIFICATE OF AUTHORIZATION NO. LB 0005488 E C&R = COVENANTS & RESTRICTIONS <TYP) = TYPICAL = CHORD p. .. ........ .SET IRON PIPE OR REBAR $ s v D (CNR) = CAN NOT READ -ASSOC SURV'OR L.B. 5488 CONC = CONCRETE -FOUND IRON PIPE OR PIN (IP) COVD = COVERED I HEREEIY CERTIFY THIS SURVEY WAS DONE UNDER MY & EB = ELECTRIC BOX ■• •'••• 'FOUND CONCRETE MONUMENT(CAI) DIRECT U P E RV I S I O AND MEETS THE MINIMUM TE C H N I CALET = ELECTRIC TRANSFORMER & PAD x. ......•.•• CROSS CUT OR DRILL HOLE A JEA = JACKSONVILLE ELECTRIC AUTHORITY d• • .•..••.••• •• '• NAIL do DISC STANDA S FOR LAND URV ING PUR<a IANT CHAPTER 5J-17.050 B L = LENGTH OF ARC X X X CHAIN LINK FENCE THRO 17.052, F IDA DISI TR IVE C��TLB = LICENSED BUSINESS -I I I I-- METAL FENCE ER 472, F.S. B LS = LICENSED SURVEYOR w N WIRE FENCE R = MEASURED BY: -� C �• E <N&D = NAIL &DISC n n WOOD FENCE C AR S B. HATH FLORID CERTIFICATE NO. 3771 V ORB = OFFICIAL RECORDS BOOK --�--❑-= VINYL FENCE ORV = OFFICIAL RECORDS VOLUME OU OU OVERHEAD UTILITY ARLES L. STARLI FLORI A CERTIFICATE NO. 4579 A PC = POINT OF CURVE FIRE HYDRANT RAYMOND J. SCHA FER FLORIDA CERTIFICATE NO. 6132 T PCC = POINT OF COMPOUND CURVE SHONE RISER PEQ = POOL.EQUIPMENT PAD ®. ............ ..... .WATER METER I PI = POINT OF INTERSECTION UTILITY POLE 1 1 29/2016 0 PRC = POINT OF REVERSE CURVE : ........ .......... JOB N0. 68298 DATE / PRM = PERMANENT REFERENCE MONUMENT .� DtANCHOR PT = POINT OF TANGENCY •• �I.IY ANCHOR SCALE: 1" = 20' DRAFTER ECA R.J.S. g A• •.....••••''•.• • CENTRAL ANGLE PLS = PROFESSI❑NAL LAND SURVEYOR NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER i i MAP SHOWING TREES AND PLOT PLAN SURVEY OF I LOT 38, ACCORDING TO THE PLAT OF $ELVA NORTE" UNCT AS RECORDED IN PLAT BOOK 39 , PAGE(S) 94, 94A & 948 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: TRISHA BOWLES AND CHRISTOPHER H.F. BOWLES 1 E 6 SEL VA A fARINA DRIVE 1.5' CURB & GUTTER �� !�,. � �. � - • . � gad,,,v��.�'~"�,,�-.,..�,�,...,,�,.-.. �. 4 12 PA4I _861- 41" a ' 12" /PALM� :' ° 40" OAK .. PALM OAK , " e " 17" 16 . PALM 3' a PAK12" 14" :- j@ 'O'P ALM PALM cl 19" a OAK 1� ■ w N 03'49'10" W 89.92 (M) 1/2" I� �tr ,„ N'2 !, �: •n e > » IRON PIPE 1/2" IR AssoclP o ,, N 03 49 10 W 90.00 (R) (CNR) IRON PIPE I + P C ' BEARING REFERENCE LINE �r �. 161.79' (M) 4 162.00' (R) 2' ; a PALMn ::r 22" .r ' .6 OAK PROPOS r -: "'• ;M CONC: . a _ .. _ M: RESIDENCE RESIDENCE t .8'�- 1'.,� . 13" NO. 2049 ' FINISHED NO. 2029 22.4 �,.' PROPOSED PALM 14 FINISHED w0,q j GARAGE WALK 2 FLOOR =10.9' FLOOR =10.1' FINISHED NAVD 1988 M t=? FLOOR=10.1' NAVD 1988 1; i 'off 15.8' A/C UNIT:. � PROPOSED' 17.4' 6.5' ;n ON WOOD o ¢ DECK ON' PROPOSED COV'D PORCH w CONC SLABADDITION ,�8.2' 1d %. "� 7.8' PROPOSED--\ n 28 ' 1010 y `� FINISHED ADDITION k N 004 ' LnFLOOR=10.8' cfl '' NAVD 1988 CNI1 STORY 6.5' FRAMEcq W w LOT 37 RESIDENCE 3 3 NO. 2039 M ID t FINISHED a O s` p FLOOR=10.8' _ z 9.1, NAVA 1988 FINISHED • to O -❑ .13 `k10.9' FLOOR=10.3' 16.4' p I , +90 •- 11.6' NAVD 1988 tp 0.6' 0 OSED b o 16.1' Z Op DDITION (6 23.3' '� ❑ " PFFI ��. V E � 20" a PROPOSED ALM OAK c� COV'D PORCH ❑ LOT 39 13 0 I 0. 0.4 'r 8" I PALM ❑ -010❑ _❑ ❑ ❑ ❑ ❑ ❑ , 0.1 0.5' 1/2" S 03649'10" E 90.00' (R) IRON IRON PIPE PIPE LOT 44 PLS 3398 LOT 43 S 03'53'47" E 90.01' (M) (CNR) REFERENCE JOB 7676; 68253 FLOOD ZONE"X"- AREAS D IERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOOD PLAIN /FLOOD ZONE"X(SHADED)" . AREAS OF 0.2%ANNUAL CHANCE FLOOD, AREAS OF 1%ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS THAN1 FOOT OR WITH DRAINAGE AR S LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. NJ E Y Q 1.BEARINGS ARE BASED ON PLAT BOOK 39. PACE 994E GENERAL NOTES: 2 STRUCTURE NO.2= SHOWN HEREON LIES WITHIN FLOOD ZONE ALAS BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO.ALILDATED 43%2013 3. THIS IS A SURFACE SURVEY ONLY.THE EXTENT OF UNDERGROUND FOOTINGS, PIPES AN UTILITIES,IF ANY, NOT DETERMINED. C 4. JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY,NOT LOCATED BY THIS SURVEY. 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED.THE PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR Q Aso `I A ■ FOR EASEMENTS, TITLE, COVENANTS,B.R.L'S RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. LAND & ENGINEERING SURVEYS 6. THE HEAVY LINE SHOWN HEREON, MAY NOT INDICATE ACTUAL OWNERSHIP. W 7. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. 3846 BLANDING BOULEVARD AC = AIR CONDITIONER PSM = PROFESSIONAL SURVEYOR & MAPPER JACKSONVILLE, FLORIDA 32210 L BRL = BUILDING RESTRICTION LINE R = RADIUS BT = BUILDING TIE (R) = RECORD 904-771-6468 E BTN = BETWEEN RLS = REGISTERED LAND SURVEYOR G CC) =COMPUTED FROM RECORD R/W = RIGHT DF SLAY J 0 CERTIFICATE OF AUTHORIZATION NO. L8 0005488 E C&R = COVENANTS & RESTRICTIONS (TYP) - TYPICAL 0 N CH = CHORD 0. ...... .... .SET IRON PIPE OR RESAR $ S V D (CNR) = CAN NOT READ CONC = CONCRETE 'ASSOC SURV"OR L.B. 5488 CDVD = COVERED • -FOUND IRON PIPE OR PIN (IP) 1 HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY EB = ELECTRIC BOX ! FOUND CONCRETE MONUMENT(CM) DIRECT SUPE VIS 10 AND MEETS THE MINIMUM TECHNICAL ET = ELECTRIC TRANSFORMER & PAD x. .. •.•••.•. .Ross CUT OR DRILL HOLE A JEA = JACKSONVILLE ELECTRIC AUTHORITY ®• •-• ••-•-••-• •• {'dAtl do DISC STANDA S FOR LAND URV ING PUR UANT CHAPTER 5J-17.050 e L = LENGTH OF ARC x x x CHAIN LINK FENCE THRO 17.05 F IDA D�M�Tl TR IVE C E, CH TER 472, F.S. a LB = LICENSED BUSINESS -I I I I- METAL FENCE LS - LICENSED SURVEYOR I� u W SIRE FENCE RCM) = MEASURED n n n ,HOOD FENCE BY: ' ' E N&D = NAIL& DISC C ARL S B. ATH FLORID CERTIFICATE NO. 3771 V ORB = OFFICIAL RECORDS BOOK - - - VINYL FENCE ORV = OFFICIAL RECORDS VOLUME OU-OU OVERHEAD UTILITY ARLES L. TARLI FLORI A CERTIFICATE N0. 4579 a PC = POINT OF CURVE FIRE HYDRANT RAYMOND J. CHA FER FLORIDA CERTIFICATE N0. 6132 T PCC = POINT OF COMPOUND CURVE PHONE RISER PEQ = POOL.EQUIPMENT PAD ®. WATER METER PI = POINT OF INTERSECTION _ .UTILITY POLE JOB N0. 68298 DATE 11/29/2016 0 PRC = POINT OF REVERSE CURVE ................ .... ly,,, om N PRM = PERMANENT REFERENCE MONUMENT . ...... .. ........ .. .GUY ANCHOR SCALE: 1" = 20' DRAFTER ECA R.J.S. g PT = POINT OF TANGENCY CENTRAL ANGLE PLS = PROFESSIONAL LAND SURVEYOR NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER i MAP SHOWING TREES AND PLOT PLAN SURVEY OF LOT 38, ACCORDING TO THE PLAT OF $ELVA NORTE* UNIT ONE AS RECORDED IN PLAT BOOK 39 , PAGE(S) 94, 94A & 94B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: 1 TRISHA BOWLES AND CHRISTOPHER H.F. BOWLES SEL VA AMR/NA ORI VA (100' R/W) 1.5' CURB & GUTTER n q e2u: �� X 12"PALMn PALM 41 40" OAK '. a OAK 17" PALM PALM °� 1@PAK 12" 14" PALM PALM oi. f 19"J/ ED sOAK 1/2" �, �. "w' :0349'10" W 89.92' (M) IRON PIPE 1/2 " IRON P a' ASSOC 4 N 03 49 10� W 90.00 (R) (CNR) IRON PIPE: SURVq " v' P.C.C BEARING REFERENCE LINE 161.79' (M) ,• Q c 162.00' (R) 12" PALM a ; 22" o OAK 04. N N' PROPOSE ° CONC. `- 4 <• ::.�`,?`?:� M: M RESIDENCE W 11.fi' ..= } N0. 2049 RESIDENCE -`..',�:--='.;'.;•.'� 13" NO. 2029CONC. 22. PALM FINISHED' PROPOSED PALM t:.'=:°f FlNISHED WALK t GARAGE WALK FLOOR =10.9 FLOOR =10.1' t FINISHED �: _ NAVD 1988 NAW 1988 F' FLOOR-1 0.i b �„:�,.,:r••?'' •~.._ •' Y., 15.8' 04 NCWOOD PROPOSED 17.4' 6.5'UNIT ¢ V= DECK ON CL' t• COV'D PORCH o Q `✓ CONC SLAB PROPOSED `° ft • ADDITION ;`8.2' C7 2.8' AD' 7.8' PROPOSED , v FINISHED ADDITION 10 N 0 FLOOR-10.8' NAVD 1988 a) 1 STORY M 6.5' FRAME w w LOT 37 RESIDENCE _ 3 3 NO. 2039 p FINISHED FINISHEDc� zo L zo FLOOR=10.8' 0 �NAVD 1988 FINISHED ; Z 0 --❑ MFLOOR=10.3' v- 11.6' �� 10'9' W 16.4' _ 00 NA1988 . . . . • . D. zD0.6' OSEO i7 0 16.1' 71 00 DDITtON 23.3' ❑ 15'� 1.0' � 20" o PROPOSED PALM � 1 ` OWN\ C4 COV°D PORCH ❑ 31.0' LOT 39 I , 0 0.4' 8" 0.4' PALM ❑ 0.9' 0.3' 0.1' 0.5' IRON PIPE S 03049'10" E 90.00' (R) IRON PIPE LOT 44 PLS 3398 LOT 43 S 03'53'47" E 90.01' (M) (CNR) REFERENCE JOB 57676; 68253 FLOOD ZONE"X"- AREAS ETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOOD PLAIN /FLOOD ZONE"X(SHADED)" - AREAS OF 0.2X ANNUAL CHANCE FLOOD, AREAS OF 1X ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE Al EAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. E Y 0 1. BEARINGS ARE BASED ON PLAT BOOK 39. PAGE 941 GENERAL NOTES: R 2. STRUCTURE NO.2= SHOWN HEREON LIES WITHIN FLOOD ZONE.)LAS BEST DETERMINED J s FROM F.E.M.A. FLOOD MAPS PANEL NO.AM-DATED 06/03=13 f.� 3. THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, PIPES AN UTILITIES, IF ANY,NOT DETERMINED. 4. JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY THIS SURVEY. AS S C I A T E D SURVEYORS INC. 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR QFOR EASEMENTS, TITLE, COVENANTS, B.R.L.'S RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. LAND & ENGINEERING SURVEYS 6. THE HEAVY UNE SHOWN HEREON, MAY NOT INDICATE ACTUAL OWNERSHIP. LU 7. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. r 3$46 BLINDING BOULEVARD AC = AIR CONDITIONER PSM = PROFESSIONAL SURVEYOR & MAPPER N. JACKSONVILLE, FLORIDA 32210 L BRL = BUILDING RESTRICTION LINE R = RADIUS 904-771-6468 E BT - BUILDING TIE <R) = RECORD 2 G BTN = BETWEEN RLS = REGISTERED LAND SURVEYOR <C) = COMPUTED FR13M RECDRD J CERTIFICATE OF AUTHORIZATION NO. LB 0005488 E C&R = COVENANTS & RESTRICTIONS (RTYP) = TYPICAL F WAY O S S N CH = CHORD D (CNR) = CAN NOT READ O• •• •• •. •• •• • SET IRON PIPE OR REBAR CONC = CONCRETE 'ASSOC SURV`OR L.B. 5488 COVD = COVERED • • •.• •••. •FOUND IRON PIPE OR PIN (IP) I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY & EB = ELECTRIC BOX ■ -FOUND CONCRETE MONUMENT(CM) DIRECT SUPERVISIION41IND MEETS THE MINIMUM TECHNICAL ET = ELECTRIC TRANSFORMER & PAD x . .. .. .. .. .. cROSS CUT OR DRILL HOLE STANDA S FO LAND URV iNG PURSUANT CHAPTER 5J-17.050 a LEA ENGTHNOFLLE ARCELECTRIC AUTHORITY p. • .. .. .. .. .. .. .. •-.. nlaL&olsc THRO 17.0 2, F IDA DM TR IVE �: LB = LICENSED BUSINESS X X X CHAIN LINK FENCE ®E, CH. ER 472, F.S. B LS = LICENSED SURVEYOR --I I I I METAL FENCE R <M) = MEASURED 11 u W WIRE FENCE BY: .. E N&D = NAIL & DISC n n n WOOD FENCE C ARL S B. HAT H FLORID CERTIFICATE NO. 3771 V ORB = OFFICIAL RECORDS BOOK VINYL FENCE ORV = OFFICIAL RECORDS VOLUME OU OU OVERHEAD UTIUTY ARLES L. STARLI FLORI A CERTIFICATE NO. 4579 I PC = POINT OF CURVE FIRE HYDRANT A PCC = POINT OF COMPOUND CURVE PHONE RISER RAYMOND J. SCHA FER FLORIDA CERTIFICATE N0. 6132 T PEQ = POOL EQUIPMENT PAD ®. .. .. . .... .. ..... .WATER METER I PI = POINT OF INTERSECTION JOB N0. 6829 DATE 11/29/2016 0 PRC = PDINT OF REVERSE CURVE 0 . .................. UTILITY NAMETER �� N PRM = PERMANENT REFERENCE MONUMENT 4. .. .. .. ..•. .. .... .• GUY ANCHOR SCALE: 1 = 20 DRAFTER ECA R.J.S. g PT = POINT OF TANGENCY 0. .. .. .. .. .. ..... . CENTRAL ANGLE PLS = PROFESSIONAL LAND SURVEYOR NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER MAP SHOWING; BOUNDARY SURVEY OF LOT 38, ACCORDING TO THE PLAT OF $ELVA NORTE* UNCI ONE AS RECORDED IN PLAT BOOK 39 , PAGE(S) 94, 94A & 94B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I CERTIFIED TO: I I TRISHA BOWLES AND CHRISTOPHER H.F. BOWLES .SEL VA MARINA DRIVE (100' R/W) 1.5' CURB & GUTTER a e �n A 1 ° 4. 4 �3 •s� ink. ° N 03.4910' W 89.92' (M) 1/2' 1/2' IRON/PPIPE Z. .a N 03'49'10" W 90.00' (R) IRON PIPE ASSOC � . (CNR) IRON C IPE SURV 4 °• , ' BEARING REFERENCE LINE 161.79' (M) 162.00' (R) a , 4 Of44 ° ~ d 4 ifl. .ifl a An CONC. 6 22.4 _ WALK N 15.8' A/C ,,.�, Na Ix / WOOD 17.4' . . . . ON WOOD DECK o �" Of DECK ON `✓ CONC SLAB �8.2 � O ` © 2.8' A:r ' 7.8' 4. 'a• N cV N ;� cV 1 STORY °f al s- FRAME .. w LOT 37 RESIDENCE ._v. C4 �... NO. 2039 a 'n I r� 00 0 z 00 9.1' (A O ❑ p +? 10. tD 11.6 9'' 16.4 00 0.6' o o 16.1' Z 00 `6 23.3' 1.0' � "UR 9 13 Nol ma LOT 39 LOT 38 ❑ ok ❑ ❑ ❑ ❑ ❑ os. 1/2' �: S 03049'10" E 90.00' (R) 1/2' IRON PIPE IRON PIPE LOT 44 PLS 3398 LOT 43 S 03'53'47' E 90.01' (M) (CNR) X—REF 7676 FLOOD ZONE'Y' - AREAS DEM MINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOOD PLAIN /FLOOD ZONE"X(SHADED)"- AREAS OF 0.2X ANNUAL CHANCE FLOOD; AREAS OF 1X ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS ESS,THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1X ANNUAL CHANCE FLOOD. R v E Y 0 1. BEARINGS ARE BASED ON PLAT ROOK 39, PAGE 9413 GENERAL NOTES: R 2. STRUCTURE NO.2438 SHOWN HEREON LIES WITHIN FLOOD ZONE_X-AS BEST DETERMINED J FROM F.E.M.A. FLOOD MAPS PANEL NO.AM-DATEDos/a3/2x13 1 THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, PIPES AN UTILITIES, IF ANY,NOT DETERMINED. 4. JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY THIS SURVEY. 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR S S O I A T E D SURVEYORS INC. FOR EASEMENTS, TITLE, COVENANTS, B.R.L.'S RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. LAND & ENGINEERING SURVEYS 6. THE HEAVY LINE SHOWN HEREON, MAY NOT INDICATE ACTUAL OWNERSHIP. LLI 7. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I+- 3846 BLANDING BOULEVARD AC = AIR CONDITIONER PSM = PROFESSIONAL SURVEYOR & MAPPER JACKSONVILLE, FLORIDA 32210 E BTL = BUILDING RESTRICTION LINE RR) = RRADIUS ECORD 904-771--6468 G BTN = BETWEEN <C) = COMPUTED FROM RECORD RLS = REGISTERED LAND SURVEYOR J = RIGHT CERTIFICATE OF AUTHORIZATION NO. LB 0005488 E C&R = COVENANTS & RESTRICTIONS (RTYP) = TYPICALF WAY 0 S N CH = CHORD O. .. .. .. .... .SET IRON PIPE OR REBAR S d D (CNR) = CAN NOT READ CONC = CONCRETE 'ASSOC SURV"OR L.B. 5488 COVD = COVERED • • . .. .• •• •FOUND IRON PIPE OR PIN (IP) I HEREBY CERTIFY THIS SURVEY 11l!AS DONE UNDER MY EB - ELECTRIC BOX ■• ..••• •FOUND CONCRETE MONUMENT(CM) DIRECT S U P E RV S I O N AND MEETS THE MINIMUM TECHNICAL ET = ELECTRIC TRANSFORMER & PAD CROSS CUT OR DRILL HOLE = JACKSONVILLE ELECTRIC AUTHORITY . NAIL do DISC � (Ji STANDAR FOR ND RVEY G PURSUAh TO C, PTER 5J-17.050 B L = LENGTH OF ARC X x X CHAIN LINK FENCE THROUG 17.052, FLO .DA A INIS TIV ODE, P`HAPTER 472, F.S. 8 LLB = LICENSED SURVEYOR= LICENSED BUSINESS —I I I I— METAL FENCE BY: s . E N&D = NAILU&EDISC n n n WOOD FENCE CH RLE B. HA CHR FLORIDA; C;E,� IFICATE NO. 3771 V ORB = OFFICIAL RECORDS BOOK �---� = VINYL FENCE '�R ORV = OFFICIAL RECORDS VOLUME _OU OU OVERHEAD UTILITY C ARLES L. ST RUNG FLORIDA C>: TIFlCATE N0, 4579 A PC = POINT OF CURVE flRE HYDRANT RAYMOND J. SC HAEFER FLORIDA CERTIFICATE NO. 6132T Q ® . PCC = POINT OF COMPOUND CURVE PHONE RISER = POOL EQUIPMENT PAD . . .. .. .......... . .WATER METER I PI = POINT OF INTERSECTION JOB NO. 68253 DATE 11/22/2016 0 PRC = POINT OF REVERSE CURVE 0 . .. .. .. .. .. .. .. ...... UI /TMiME ER SCALE: 1" = 2 DRAFTER ECA S PRM = PERMANENT REFERENCE MONUMENT F. .. .. .. ...... .. . ... GUY ANCHOR PT = POINT OF TANGENCY 0. .... .......... . . CENTRAL ANGLE PLS = PROFESSIONAL LAND SURVEYOR NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER DATE 01 OCTOBER 2016 DR A W I N G I N D E X FILENUMBER 1515 SHEET SHEET TITLE N 0. 0 E N E R A L GO.1 --F-DRAWING INDEX, CODE COMPLIANCE CRITERIA, SITE PLAN AND VICINITY MAP A R C H I T E C T U R A L Al .1 EXISTING / DEMO FLOOR PLAN AND NOTES Al .2 NEW FLOOR PLAN, FINISH, DOOR, WINDOW AND WALL TYPES SCHEDULES <A1 .3 WALL SECTIONS Q Al .4 EXISTING ROOF FRAMING PLAN it r__ , � S 03049110 <t vo CD E 9 0.0 O' (R) A1 .5 RENOVATED ROOF FRAMING PLAN AND FRAME ELEVATION 't C*n � C'n S 0,3*53'47" E 90.01 ' (M) Lli CS ,A2.1 EXTERIOR ELEVATIONS f A3.1 THRU SECTIONS ETR FENCE A4.1 SPECIFICATIONS A4.2 SPECIFICATIONS << 0 i�? A4.3 SPECIFICATIONS T R U C T U R A L SEI,C, CN S EXISTING RENOVATED FOUNDATION PLANS AND ROOF PLANS/ ADVANCE COPY DRAWINGS NEW COVERED PORCH MP1 .1 MECHANICAL & PLUMBING PLAN, LECENDS AND SCHEDULES NOT FOR CONSTRUCTION E L E C T R I C A L PARTIAL ELECTRICAL POWER & LIGHTING PLANS AND SCHEDULES F R E1 .1 Robert E. Taylor, Architect Reg No. AR 0005964 ............. ....... ....................... ....... ......FENCE ...........16.11 N .............. .. . . ... . .... ..... .... .. . ............. ..... ... .... ..... ........... ........ .. ......................ry ............... . . .... ..... . ....... ............ .... .. . .............. ................. ........... ................. . . ........... . ............. .. . ...... ...... ........ . ... .. .. ......... .... .... ..... .... ....... ..... . ... .. . .... ..... ..... . ............ .... ....... ...... ..... ...... ...... .. ... ... ETR .. ............ .... .... ............ ... .... .. .. ................................ ........ ........... ........... .7,ADDITION----�CN 7.5' 1.6' ............. Ent!elf(D cO SETBACK C) .............LO ......... ... ............ . ....... .............................L0 3846 0 00 z CONDENSING UNIT ASSOCIATED SURVEYORS, INC., LAND & ENGINEERING SURVEYS ... . ... ..RAYMOND J. SCHAEFER, FL CERTIFICATE NO. 6132, ... ........1 SURVEY:LO CN 7.5 C)TBACK EXISTING RESIDENCE . ...GENERAL SITE PLAN NOTES CD 0 INFORMATION ON THIS SITE PLAN WAS TAKEN FROM A SURVEY BY: ......... �0 00 ............................... ......sit -771-6468 .......BLANDING; BOULEVARD JACKSONVILLE, FL 32210, 904 CERTIFICATE OF AUTHORIZATION NO. LB 0005488 . . ..... . .. ....... ........ .. 2. FLOOD ZONE INFORMATION: --------_--- ............Mimi.... ........... .... ..............----- ........ E . . ......... ............ OC) C/) THE EXTENT OF UNDERGROUND FOOTINGS, PIPES AND UTILITIES, IF ANY,JOB NUMBER: 57676, DATE: 08 JUNE 2010.ADDITI vi;, 11,ON �'EW FENCE .. ... ......... .. . I a 00 S WITH IN FLOOD ZONE X AS BEST DETERMINED FROM DDITION -------. ................. ..... ... ......(O F.E.M.A. FLOOD MAPS PANEL NO. 1, DATED APRIL 17, 1989.3. ...NOT DETERMINED. . . ...... ...I ....... ... ........ . ....... . C/) 4. SEE SURVEY FOR OTHER INFORMATION NOT SHOWN ON THIS SITE PLAN. I........ .. ...................................... ....SIDEWALK NEW NEW ......................ED PORCH SIDEWALK ....... .....NEW COVER 15.8' .......... ... .' I low Ln ETR CONIC NO DRIVEWAY > chin CN .... ..... !11111511!1 two SITE DEVELOPMENI ; wv LOT SIZE: 10,800 SF 90. 00) MINIMUM SETBACKS: FRONT YARD: 20 FT, REAR YARD: 20 FT, SIDE YARD: 7.5 FT,3049)10 N w 35 FT, ACTUAL HEIGHT: APPROXIMATELY 25 FT MAXIMUM HEIGHT:(R)-4 9)1 0 3,137 SF 51 0 SF IMPERVIOUS SURFACE AREA:N 3 W 8 9.9 2' (M) EXISTING RESIDENCE: 2,803 SF + ADDITION: 334 SF FRONT: 138 SF + BACK: 372 SF HES:-W SIDEWALKS: 446 SF + EXISTING DRIVEWAY: 363 SF 809 SF NE ......NORTH 4,456 SF SITE PLAN TOTAL IMPERVIOUS AREA:10'-0" owl A SSUMED TOT/ 1 0,800 SF 41%�L IMPERVIOUS AREA: 4,456 SF LOT SIZE: L FBC CODE COMPLIANCE CRITERIA PROPERTY INFORMATION DETAIL NUMBER ELEVATION (DATUM) PROJECT LOCATION I'll �K0 OWNER: TRISHA & HOUSTON BOWLES DETAIL REFERENCE @SHEET NUMBER *100.57'FLORIDA BUILDING CODE 2014 - BUILDING AND RESIDENTIAL 911 ADDRESS: 2039 SELVA MARINA DR, ATLANTIC BE.ACH, FLORIDA 32233 w SECTION LETTER/NUMBER EL(4ATION NEW 2039 SELVA MA RUNA DR* Li u-_ 310.1 R-3 SECTION REFERENCE EXISTING _ELEV�TION + 100.45 C:)CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION, SECTION 310 RESIDENTIAL GROUP R, SECT. DUVAL COUNTY FLORIDA N�'SHEET NUMBER ROOM ATLANTIC BEACH FLORIDA K L.LJ < >- CHAPTER 16 STRUCTURAL DESIGN PARCEL IDENTIFICATION NUMBER: 169506-1076 [FT1_UO T171 REVIEWED FOR CODE COMPLIANCE U _j I— DETAIL / SECTION TITLE TI TLE = CL SECTION 1604 GENERAL DESIGN REQUIREMENTS SECTION 1604.5 RISK CATEGORY 4 SCALE Q_�1001�!B CITY OF ATLANTIC BEACH <TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES LEGAL DESCRIPTION: 39-94 08-2S-29E, SELVA NORTE UNIT ONE, LOT 38 E1EVATION,___ DOOR DESIGNATION VICINITY MAP SEE PERMITS FOR ADDITIONAL _j RISK CATEGORY: 11 CY: RESIDENTIAL ARS-1 RESIDENTIAL SINGLE / ATLANTIC BEACH ELEVATION (VIE WINDOW DESIGNATION 0- ZONING: SHEET NUMBER"_-�_ NS SECTION 1607 LIVE LOADS PROPERTY USE: 100 SINGLE FAMILY NOT TO SCALE REQUIREMENTS AND CONDITIO�TABLE 1607.1 MIN. UNIFORMLY DISTRIBUTED LIVE LOADS Lo,AND MIN. CONCENTRATED LIVE LOADS ITS PER ACRE RESIDEr,,4TIAL: FLOORS 40 PSF UNIFORM LOAD ROOF: 20 PSF UNIFORM LOAD LAND USE: 100 RESIDENTIAL LID 3-7 LIN REVIEWED BY: DATE: cle CD SECTION 1609 WIND LOADS EGORY 11 BUILDINGS AND OTHER STRUCTURES: CITY OF ATLANTIC BEACH C�FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS, Vult FOR RISK CAT ABBREVIATIONS LEGEND (ARCHITECTURAL) L-Li < DESIGN FOR: 130 MPH Vult (ULTIMATE DESIGN WIND SPEED), 101 MPH Vasd (NOMINAL DESIGN WIND SPEED) ZONING DISTRICT: RS-1 RESIDENTIAL, SINGLE FWMILY OFFICE C07'Y C:) SECTION 1609.2 DEFINITIONS: PROJECT LOCATION IS NOT WITHIN THE WIND-BORNE DEBRIS REGION. FUTURE LAND USE: RL RESIDENTIAL LOW DENSITY A/C AIR CONDITION FL FLOOR NOM. NOMINAL Q : EXPOSURE C. GA. GAUGE O.C. ON CENTER SECTION 1609.4.3 EXPOSURE CATEGORIES SQ(J HEATED AND COOLED: A.C.U. CONDENSING UNIT SECTION 1609.6.4 DESIGN PROCEDURE [XISTING: 2,327 SF + NEW 334 SF = 2,661 SF ALUM. ALUMINUM GYP. GYPSUM 0.D. OUTSIDE DIAMETER DIRECTIONALITY = Kd 0.85 GUST EFFECT = G 0.85 ON-HEATED AND COOLED: CONC. CONCRETE H.C. HANDICAP ACCESSIBLE PL PLATE SET,APHIC FACTOR Kz = 1.0 INTERNAL PRESSURE COEFFICIENT = ±O.18 TO'1AL BUILDING SQUARE FOOTAGE: 3,137 SF CMU CONCRETE MASONRY UNIT 1.D. INSIDE DIAMETER PT TOPOGF I g �=- �14 ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING & ZONING I E.J. EXPANSION JOINT INT. INTERIOR REF. REFRIGERATOR NUMBER 04 DEPARTMENT REQUIREMENTS AND THE 2014 FLORIDA BUILDING CODE - RESIDENTIAL, THE 2014 FLORIDA E.P. ELECTRIC PANEL JT. JOINT R.0. ROUGH OPENING in BUILDING CODE AND FLORIDA BUILDING CODE EXISTING, AS APPLICABLE. UTILITY INFORMATION EQUIP. EQUIPMENT MAX. MAXIMUM Sim. SIMILAR SHEE-f NO E.T.R. EXISTING TO REMAIN MECH. MECHANICAL S.S. STAINLESS STEEL DIMENSIONS ON THIS DR-NWING ARE TO ELECTRIC SERVICE PROVIDER: JEA 800-683-5542 EXI ST'G EXISTING M 1 44. MINIMUM T.B.R. BE READ AS PLUS OR MINUS AND SHALL EXT. EXTERIOR M.O. MASONRY OPENING T.R. TO REMAIN BE FUID VERMM BY THE GENERAL, THE BOWLES RESIDENCE I 2039 SELVA MARINA DR ATLANTIC BEACII FLORIDA 32233 ........................ WATER & SEWER: CITY OF ATLANTIC BEACH FIN FINISH N.1.C. NOT IN CONTRACT TYP. TYPICAL CONTRACTOR PRIORTO CONSTRUCTION TILITIES 904-247-5834 W.C. DATE 01 OCTOBER 2016 W H FILE NUMBER 1515 Q H 1(0 23'-0" 22'-1011 O Z � 111-011 III-loll Q Q REMOVE EXIST. I I 0- o w o WOOD DECK I Q > � � o I _ ° x �--- 00 1 I U � ° WMA < as U - T I I I = SEAL U 61 III I DEMOLISH AND REMOVE I I e NQ III I EXISTING WALLS AND EDGE OF ETR ( I �I — � I WINDOWS SHOWN FOUNDATION Lig ( DASHED I I I I ADVANCE COPY DRAWINGS � EXIST. BEAM TO REMAIN I COLUMN I \\ NO. 2 \� I I NOT FOR CONSTRUCTION �. SUN \~ ROOM BREAKFAST ROOM W 113 / 112 � BEDROOM N . 4 / DEMOLISH AND REMOVE 117 / � EXISTING KNEE WALL Robert E. Taylor, Architect O REMOVE & DISCARD /!\ // — — — Reg No. AR 0005964 EXIST'G SINK >// i COLUMN / N 0. 3 / — — J O GALLEY U i 114 REMOVE & RELOCATE i MASTER EXIST'G RANGE BEDROOM BATHROOM NO. 4 1160 � � REMOVE AND i io LIVING RELOCATE EXIST'G ROOM REFRIGERATOR 1 ® e M NEW WINDOW TO BE 1 N INSTALLED HALL .- N 1 115 EXISTING STRUCTURE ABOVE TO REMAIN I ~ MASTER T1 CLOSET III BEDROOM 105 MASTER III N0.83 BATHROOM III DINING WASH `If 1 ROOM ROOM I' 101 1103 r DEMOLISH AND REMOVE EXISTING WALLS, WINDOWS AND DOOR \ SHOWN DASHED SHOWER W TOILET, REMOVE EXISTING WALLS — _ — 107 U CLOSET SHOWN DASHED —�'� �'� 101 6„ /l� ETR � W VERIFY \\ AH1 V EXISTING ELECTRIC PANEL �j Q I� BEDROOM Q CLOSET VERIFY NO. 2 � II 101 F-T_ — REMOVE EXISTING DOORS s'T—\ I SHOWN DASHED �.\ �\ GARAGE �y 104 RELOCATE CONDENSING UNIT SEE A1.2. 1—' W a U U W L� z C/) p QLd U I--- n 0 z � s'-o11 2'-ID° s'-o" 2'-o" 3'-0" r x 1(0 -1011 231-oll 22'-o" z O = z (O1'-loll C/) � Q X w � � f W, LEGENQ - DEMOLITION ETR CONC DRIVEWAY — ETR WOOD FRAME WALL ETR WINDOW OFFICE O ' WOOD FRAME WA-L TBR == WINDOW TBR z �dO REMOVE ROOF BEAM. SEE A1.2 c W >. - FOR NEW BEAM A D STRUCTURE. Q v O EXISTING DEMO FLOOR PLAN D ETR GRAPHIC SCALE x ETR DOOR BI-FOLD DOOR TBR 1/4" = 1'-0" 1515 A1.1 NORTH 3 1 0 g DIMENSIONS ON THIS DRAWING ARE TO SHEET NO O DOOR BE READ AS PLUS OR MINUS AND SHALL a+ BUILDING BE FIELD VERIFIED BY THE GENERAL 4 2 D 4 CONTRACTOR PRIOR TO CONSTRUCTION A101 O 1 INCH = 4 FEET (IN FEET) U DATE FINISH SCHEDULE 01 O CTD BER 2016 W � U U r / �- FILE NUMBER U w � Z Z = SPECIAL � m FIRST PRIORITY g /D___� 1515 �+ o � ROOM NAME o m _ _I J 0 TRIM OR 6 � SEE EXISTING / RENOVATED PARTIAL A3.1 A1.3 \ a OD J Q Q w w w EQUIPMENT O � FOUNDATION PLAN 2/S1.1 AND Q � Z w m � U U = � Z PARTIAL ELECTRICAL PLAN 2/E1.1. -71 311_011 oil � 101 DINING ROOM F1/F2 B1/B2 W1/82 C1/C2 CH1/CH3 101 I(O 23'-�" 22'-10" V) O 102 LIVING ROOM F1 B1 W1 C3 CH3 ! 102 z p O 103 WASH ROOM F7 F6 B1 W1 C1 CH1 103 I . . • ' . .. . 1 Q .... .. . . .. .. :. : ... O: .. . .: ::.. ,......... :.::. : :... '.: .......:.:..'..... : . . . B1 W1 ClCH2 104 . . . 104 GARAGE F7 . . . .. . . . ...... ..: .. . .. ... . . R1 105 CLOSET F3 F2 81 W1 ClCH1 105 ^ MASTER / ... : . ... ... . ...: .. . .......... Q - .: ...' . ...... . - 106 MASTER BATHROOM F5 83 W1 Cl CH1 106 :... . :.' . :...':. .. :. :: .:::.:: .':.. ..•'.:::. :.:: :::. ..• : .. :: 107 TOILET ROOM F5 B3 W1 ClCH1 107 ..• .' SHOWER . .. ._ .. - ' :. : :_ '• .: : .. .. :. . ' : . .:. ..: .: :.::.:. .....:: : .. .:..: :::.: :. , . NONE NONE 108 .' . . - • - 108 OUTDOOR SHOWER F7 NONE W3 : .- . • . ClCH3 R1 109 :: :.� . '.... :. :.: 1. . . •. . . 109 MASTER BEDROOM F3 F2 81 W1 . . . . � . .. ' COVER D _ .. .:. :. : .:.... .. .. .. ..... . . . :. .. .. . .. .: . . 110 F3 F2 C2 CH3 R1 110 . . ' . .. - . Cn CLOSET N0.1 / B1 B2 W1 W2 ..: : .. ::. ... ....: .... . ... : :•... Q � :: PORC 61 _ . _ I _ : ::.. :..... .:. . .. . . o 111 OFFICE F2 B2 W2 C2 CH1 111 . . _ A3.1 Qo Crw A _ o 125 N A2.1 : : ..: .:.:..:.: . . .. .. :: v R1 112 ... .. . ..:' :: . .. ... A1.3 .. M 112 KITCHEN F5 F2 82 W1 C1 CH1 m / I .. o Q D .. ,a m . 0 W1 W2ClCH 3 113 :1.. o 1 13 SUN RO OM F3 F2 B1 B2 C R1 w \ .. • �� •� �- - �� LA ATC ELE N NEW INTERIOR CONCR TE�'�••'� :•• � o - Q m W) �-� • •� •� •• �.��:..:S M H VATIO -� •�° .• SIM' ��-� . 114 GALLEY F2/F10 B 1 W1 C5 CH 1 1140 . . . Cn I : .. 1. : ' ... .... . .. rZ _ . .: o OF ETR SL 115 :11 • ' ... ..: .... . .. o U)I, Q 2to B1 W1 ClCH1 .. . 15 F1 ' HALL � . . . 116 BATHROOM N0. 4 F5 B3 W1 Cl CH3 116 I _ ~' w "' � �- .. . . C C C 4A A z .... . . . ... . .. . . . 117 C) R 0 � P_-� :: : . F3 F4 W1 ClCH1 R1 ::: Q 117 BEDROOM N0. 4 / B1 w .. .. m � r- � a 118 BEDROOM NO. 3 F3/F4 B1 B2 W1 C1 CH1 R1 R2 118 1/4 . . I Q a 0 u 119 CLOSET NO.3 F3/F4 B1/B2 W1 Cl CH1 R1 R2 119 \ ' , \ ' , ` . \ , , ` � � , ` � ' ` \ ` O a 2 � H 113A � . \ . \ � . \ . \ � . � • � 120 BATHROOM NO. 3 F6 84 W1 C1 CH1 120 I , • . o o . I. . . . PASS THRU . \ � . \ • � � � \ � I. . \ . \ ' WT1 � 121 SHOWER F6 I 84 W4 Cl CH1 TEMPERED GLASS SH. DOORS 121 0 CASED OPENING = ` ` ` ` . . • T6A� . L : � . . � � . ' . � . , 77 . y, . . � . . \" � !`° . � \ . \ : � A Ste' P4 122 F6 84 W1 ClCH1 122 1 - I . ' � � . . � . ' � = . � BATHROOM N0. 2 w 123 ET N0.2 F3 F4 B1 B2 W1 ClCH1 R1 R2 123 . . . . b . .1 . . FI E ' ' 1 SIM A1.3 . CLOS / I I. o . � : � . . . � . . � -' . � Imo : �� 111 . . " : N . . ❑B o o 124 BEDROOM N0. 2 F3/F4 81/B2 W1 Cl CH1 R1 R2 124 I k • . . . . � I ' \ '31- (D � EXIST ROOF BEAM TO REMAIN. \ ' \ . � . . � : � . � . . -. � : � . � • 125 COVERED PORCH F8 NONE NONE C4 CH1 125 ____ ________ _----------- ' ----------- \�\ �\ Q O ADVANCECOPYDRAWINGS O NEW 3 1/2" STEEL \\�\�\\. N \ ` \ l ` \ ` 111A NOT FOR CONSTRUCTION `� DESCRIPTION I COLUMN NO. 2 \ \ ,� I F FLOOR W WALLS CH CEILING HEIGHT \\'�\e\\. KITCHEN - I ` . � . � . � ` \ _ . . � . SUN OVERLAY EXISTING \ \ \. 112 Q, H1 8'-0" ROOM CONCRETE W/ NEW. \�\�\\\\\. I W F1 WOOD LAMINATE ETR W1 EXISTING GYPSUM BOARD C 0 MATCH ELEVATION OF \\. \\. \ ' 1 _. H F2 WOOD LAMINATE NEW SMOOTH FINISH - PAINTED WITH BEDROOM I KITCHEN FLOOR SLAB. \ . I I CLOSET NOA 110A \ 1 x F3 CARPET TBR EGG SHELL CH2 9 0 NO. 4 \ .\\\. S�_�� VERIFY 1 1 110 n W F4 CARPET NEW W2 NEW GYPSUM BOARD - SMOOTH CH3 VARIES 117 OLD CONCRETE I FINISH - PAINTED WITH EGG SHELL STEP UP \\�\ 2�_8�� I Robert E. Taylor, Architect � F5 CERAMIC TILE ETR W3 NEW WOOD BOARD FENCE \� _____J WT6 Reg No. AR 0005964 F6 CERAMIC TILE NEW W4 NEW CERAMIC TILE FULL HEIGHT ETR CONC STEP UP ____J±A �, F7 CONCRETE ETR F8 CONCRETE NEW 613 1 *-7 F9 VINYL PLANK NEW F10 WOOD LAMINATE TBR ETR FIRE LACE 4'-1/4 5'-6 1/4 3'-0" � p� B BASE C CEILING R REMARKS I A - - - - - NEW 3 1/2" STEEL COLUMN NO. 3 OU Cl EXISTING GYPSUM BOARD -� GALLEY FOR ROOF HIP. Ir- Blj __ __�'\ WOOD ETR KNOCK DOWN TEXTURE FINISH R1 REMOVE EXISTING / \ EXTEND EXISTING = = 114 SEE RENOVATED ROOF MASTER v N FLOORING, PROPERLY BASE CABINET TO � BEDROOM Q B2 WOOD RIi�W 4 HIGH PAINTED WITH EGG SHELL PREPARE SUBSTRATE & / � SIMULATE EXISTING - ,� FRAMING PLAN/A1.5. 109 CLAMSH[ LL C2 NEW GYPSUM BOARD INSTALL NEW FLOORING `� m co - B3 CERAMIC; TILE ETR KNOCK DOWN TEXTURE FINISH Q BATHROOM NEW SINGLE COMP. �' -1 EXTEND EXISTING B4 CERAMIC TILE NEW PAINTED WITH EGG SHELL R2 REMOVE DESIGNATED ZA� NO. 4 STAINLESS STEEL SINK. `p BASE CABINET TO C3 EXISTING TONGUE & GROOVE WOOD PORTIONS OF WALL &/OR NEW RECESSED A 3 116 SIMULATE EXISTING CEILING TR BASE AND INSTALL NEW MEDICINE CABINET0 LIVING C4 PRE-FINISHED ALUMINUM ROOF/CEILING MATERIALS. 1 ROOM 120 AND 122 ROOM C4 '-ID" 6'-6" � RELOCATED CONDENSING UNIT - _ rn C5 EXISTING WOOD CEILING TR I - - - -Q fn SEE A1.1. 114A Q ('� I a �, 3'-0 3/4" 3'-4 5 8" 3' 0 3/4" '� _\ C HEDULE q I HALL / N DOOR S ❑ 115 Il- � U W M Q DOOR w o REMARKS Q I I 5'-31/2" n _j \ . , R1 PAINT WOOD AND METAL DOORS AND ( :• ` - .. : 1 ---- - EXISTING STRUCTURE ABOVE T.R. ------ / ~� w w z JAMBS W/ GLOSS PAINT �_:. ___vL�'A \ J .. :' 75 I NEW CONCRET SLAId . .- .. P4 w w c� � - w = B TH ROOM: ::: MASTER . O le .. t r.) N Z - Q I . .* .. N0. 3 MATCH ELEVATION OF 1 CLOSET - I ,� . _ 12 ETR SLAB. BEDROOM REMOVE SOFFIT AND 105 MASTER C 1 . . �"-) ~ Z f- (n (l7 C_7 l� I--- _ 1 - N0.63 I TERMINATE LIGHTS BATHROOM �.� P4 1 - DININGL 106 I :. 111111111111111 101 A 101 • MG S5 • G1 F2 T1 01 A - WASH V 1 ROOM 101 B 101 ! • M G S5 • G1 F2 I T1 101 B I WT4 - Q I .. : ..: .... :: :. : .... .%. ....,.. ...:. 119A ROOM ..�•'••,• . . ..: .. . .. 101 I 103 ' l 110A 110 BF S5 • F4 110A I I M� • _ •. • ,. ' M--� . .. . . ... . 111 AKCLOSET N0. 3 111 A 111 • WP S3 • F3 I �� .. 113A 113 EXISTING DOORS TO REMAIN 113A •:• -SHO R 119 1 4--,IllP4 . .. • .: :..._...... . .. ..::...:: 114A A1.3 - 1 AV. NEW INTERIOR CONCRETE I SHOWER ^C �%L W 114A 114 • WP S1 • F5 I `' ~" I / . .: .. 119A 119 • WP S2 • I 119A oo _ ='-::t•••-_ - SLAB. MATCH ELEVATION '• 6' I TOILET .00 . 007i :_• 0V1 1 OF ETR SLAB TYP. • 2 3A ... WP S2 .. U 123A 123 � � "'• -- - DESCRIPTION wT2 - :. �\ �\ \\ \'�\ �\ \\ \ . .: i ,� _ v.:= \ \ \ \ \ \ \ \ NEW 2 X 4 CHASE WALL ETR I"'''r! p., ' � . r .. I AH1 S SIZE GLASS T THRESHOLD • ' • ,.: \ \ . \ \\ . \ ' \ \ FOR DRYER VENT - -- - --- \ \\ \\ \ \ \\ \\\ . \ OUTDOOR:..: .. WH �- - __ ----- ---- - :.:.. . \ \\ \\ \ \ T SHOWER » �, - - \ :.. S1 2 -0 x 6 -8 1 3/8 G1 1/4 TEMPERED GLAZING T1 METAL THRESHOLD 1 I :..'.:.,.. . :, ... . .. .. :t. E..ls: 1.O.g. F-' .. CLOSET NO. 2 I ' .: . I ELECTR C PANELI . =4� O ' NOTE: GLASS MAY NEED . S2 2 -6 x fi -8 X 1 3 8 ,.n :' :: 123 ... _6..'.. :.. _ .. :6. : .' / 0 TO BE LAMINATED IF . . : . :.. . .. . . S3 2 8 x 6 8 X 1 3 8 I 4 _ I :::. ': 6 O / REQUIRED. „ IMPACT RESISTANCE IS REQ BEDROOM WT4 ,� �, Y . ' IF :. . •. 123A :. :'.: .. . .. S4 2 8 x 6 8 X 1 3 4 � NO. 2 Q x.;_ :,•.•,:B THROOM . . 101A ..:': . . .. .':. .'....:. .. 1018 . C) �4 `• ' •••..:.:..�.: .�:..'�• VER 1 124 I .... : . ... .... ... ..... . . . .. • . 1 .. .;. .. : . N0. 2 =.. ..::. ..' T� S5 3 -0 x 6 -8 X 1 1/8 NEW CONCRETE SLAB :...':'... : ._. .. ..' ...; • . I V 1 122 . .. :.. .;. ' . t .. MATCH ELEVATION OF :: I� '...:. ': NEW PT 6 X 6 WOOD COLUMNS, cv I~�I-) Q ❑ TYP OF 4 D WO AM ABOV " . .. 5= 2 o a ETR SLAB. I r .. . '; ) I - . . . . . _ ...'. AN BE E 2 I i cs EIIIIIIIIIIIIIIIIIIII g:4 2 . ..... ..... . : .. ... . ......... I.T .. .. :�T :. W . . .. w �• - u� I » _. 1 -O ... . .. . .. � .. .. . w\ ..'': :... ... ; .'.:::.::... :. BI-FOLD METAL GLASS WOOD PANEL " . F1 F2 F3 F4 F5 . . M G WP o BFD :. -�F- . : /-.-'..-' .. NEW SIDEWALK::.: ..:: .... •.. :: GARAGE ...•:•�....:..'...• ...•': �% cn a :. ' 104 I : ... ( N HPOCKET PT WOOD PRE-HUNG WOOD BI-FOLD SLIDING 7'-6" :: :' : :. . . "' 111IIIIIIIIIIIIIIII114F11111111111111111111141FRAME TYPES DOOR TYPES .... ....... ..: . / . _' :: . ,BARN DOORS I :'.. : .:..... . : I .'.. E,I,,.,,,,,,,,,,,,,ii � .. •' . . . .:. ......... ..... .: . ... ..:. .... S4 0 P . ... : .. ': . . :' AT A ' A FT: �: 2 -8 2 \ I I � ........ .. .. .. . . � - . :. : : A2 1 : THIRD PRIORITY -.: .: A 3.1 :.... .. ... .. .. W INDOW . .. W . RTIAL . , .. .:'... . ... ..... : .. .. . . .. : ; FOUNDATION PLAN S1.1 AND •�� SEE EXISTING RENOVATED PA '� HEDULE 1 t -t .. . I : :::::.:: .:::: - I : . . 3/ Ir- SECOND PRIORITY PARTIAL ELECTRICAL PLAN E1.1. .. . .. .. ., . .. ..... . ... :. . ........:..: ..'.: ..... ... ... ... . .. .. .. .:..:.'.. . 1. 3 ,... .. ' . . . . n SEE EXISTING / RENOVATED PARTIAL . . . '. . .. I " . - ... 1`0 I U A ,,, FBI ;,� 1�1 ;.,� FOUNDATION PLAN 1/S1.1 AND :.. . ... :. . •:. ® (n W ...... Z PARTIAL ELECTRICAL PLAN 1/E1.1. :::. .. : ��.:.. :. I Q W in � : .' " . . .... "'' . . . P . 1'-lm" 6'-4" '=8" �� 6'-4" 1'-10" U I � :: ...:'..... : ... /�,� �,, . z . / I--- � Q�' \ / �o. 1. \ 1. � � � WALL TYPES S C H E D U L E MATCH ELEVATION OF EXISTING ::. .. . .. . . ..: . . . . .:: .. . - . .. oQ w " OVER 16'-1m" 23'-0" :...:: ':. . ... . . .:..:: - _�� _ S, ..:...:, -I cx 2 X 4 STUDS AT 16 O.C., R-13 FACED INSULATION, W/ 1/2 GYPSUM BOARD INSIDE AND HARDIE-PLANK SIDING 0 \ 22' �� I LL WT1 TYVEK COMMERCIAL VAPOR BARRIER OVER 1/2" CDX PLYWOOD ON EXTERIOR. id-11 :. . . . R'' '° U b I ..1� :... .. :. : A�. _ . = �_ �� . . :: : : ..... ...... . .. . SIDE AND �a9 2 X 6 STUDS AT 16 O.C. R-13 UNPAGED INSULATION, W 6 MIL POLY AND 1 2 DUR-ROCK AT SHOWER :I .. ... :'..... , W / / Z. :. . . ...: 'n Q WT2 _ OVER 1 2 CDX PLYWOOD ON EXTERIOR. :.. :. .":..' .a : :. : :. ....: . ....:. .:.. .. Z N HARDIE PLANK SIDING OVER TYVEK COMMERCIAL VAPOR BARRIER / 1 � .. •:. .. ,. . . .' JDS AT 16" O.C. R-13 FACED INSULATION W 1 2" WATER RESISTANT GYPSUM BOARD ON INTERIOR AND ` \ ... • '� - ... .. ST . :.. .. .' 1-1 H 2x4 / / E GEND N EW \ : : :.:: . ., WT3 HARDIE-PLANK SIDING OVER TYVEK COMMERCIAL VAPOR BARRIER OVER 1/2 CDX PLYWOOD ON EXTERIOR. � ETR WOOD FRAME WALL ETR CONC DRIVEWAY �� NEW WOOD FRAME OVERLAY EXISTING CONCRETE \ g = 2 X 6 STUDS AT 16" O.C., R-19 FACED INSULATION, W/ 1/2" WATER RESISTANT GYPSUM BOARD AT BATHROOM SIDE AN[� NEW WOOD FRAME WALL OUTSIDE SHOWER WALL \\\ WITH NEW. o Z E--1 � w WT4 SIE-PLANK SIDING OVER TYVEK COMMERCIAL VAPOR BARRIER OVER 1 2" CDX PLYWOOD ON EXTERIOR. � ETR WINDOW `_____ NEW ROOF BEAM A3.1OFFICE II � � 4 >1 AND HARD COMM / _ � m W „ NEW WINDOW NEW INTERIOR CONCRETE SLAB \ -� Q 12' x " - - R SIDE AND 1 2 NEW FLOOR PLAN - O 2 X 6 STUDS AT 16 O.C., R 13 UNPAGED INSULATION, W/ 6 MIL POLY AND 1/2 DUR ROCK AT SHOWER / � � OVER VAPOR BARRIER OVER '� NORTH GRAPHIC SCALE SHEET No ETR TERMITE TREATED, / 3 1 0 8 DIMENSIONS ON THIS DRAWING ARETO 0 WT5 WATER RESISTANT GYPSUM BOARD ON OTHER SIDE. ETR BI-FOLD COMPACTED FILL 1 4" = 1'-0" 1515 A1.2 DOOR �` " DOOR � BERFAD AS PLUS ORMINUS AND SHALL � WT6 2 X 4 STUDS AT 16" O.C., W/ 1/2" GYPSUM BOARD EACH SIDE. TYPICAL AT INTERIOR NEW WALLS UNLESS OTHERWISE NOTED. NEW NEW NEW SLIDING NEW EXTERIOR CONCRETE SLAB NEW BI-FOLD POCKET "BARN" DOORS .. OVER VAPOR BARRIER OVER OVER BUILDING BE FIELD VFF�2IFIED BYTHE GENERAL p.,, T6A 2 X 4 STUDS AT 16" O.C., W/ 1/2" GYPSUM BOARD EACH SIDE. LOAD BEARING WALL. DOOR � DOOR '® � DOOR �- - TERMITE TREATED, COMPACTED FILL 4 2 0 - 4 CONTRACTOR PRIOR TO CONSTRUCTION A1 ,02 0 1 INCH 4 FEET (IN FEET) DATE 01 O CTO BER 2016 W H FILE NUMBER NEW SIMPSON A35 1515 a FRAMING ANGLE NEW SIMPSON H2.5A HURRICANE TIE NEW PRE-ENG NEW 2 X 4 OUTLOOKERS ROOF TRUSSES AT 24" O.C. NEW 2 X 4 CEILING FRAMING 0 0 Q - ------- ----- - -- NEW GABLE END TRUSS I NOTE: NEW 2X ROOF RAFTERS AT SIMILAR. NEW 2 X 4 WALL FRAMING SEE THRU SECTIONS A AND B/A3.1. W/ R-13 INSULATION W NEW SHINGLES OVER NEW PRE ENG RO OF NEW SHINGLES PANELS TITANIUM UDL OVER TRUSSES AT 24" O.C. OVER TITANIUM UDL OVER •- � NEW 1/2" PLYWOOD NEW 1/2" PLYWOOD 0 oo NEW 2 X 4 OUTLOOKERS ROOF SHEATHING � : NEW KRAFT FACED "� W/ R-13 INSULATION \� U M m o Q R-38 INSULATION ROOF SHEATHING 12 tn 5 NEW JOIST HANGER --- --- - M .,� PRE-FINISHED, � z z � M va � INSULATED ROOF PANELS, = x M `G SIMPSON H1 HURRICANE TIES 1'-0" w 2" TO 3" THICK�� AT EACH TRUSS `1\ (MIN SLOPE 1/4" PER FT) NEW KRAFT FACED m R-38 INSULA ION NEW HARDIE PLANK FASCIA NEW 1/4" PLYWOOD SOFFIT 12 Q a �' NEW SIMPSON H2.5A HURRICANE TIE , Q 1/4 W NEW 1/2" CEMENT BOARD k F= SEAL U W/ TYPE W, BUGLE HEAD CREWS LENGTH TO PENETRATE WOOD FRAMIN x fir, » f1 2 -0 MATCH EXISTING fi s: NEW 4 X 8 ALUMINUM BEAM S- ti id a�`u x "b .. MINIMUM _ 1 5 8 INCH .. a . _ AT SIM , ADVANCE COPY DRAWINGS O NEW 1/4" PLYWOOD SOFFIT NEW 2 X 6 WALL NOT FOR CONSTRUCTION �.., NEW 1/2" GYPSUM BOARD AT SHOWER ` W/ TYPE W, BUGLE HEAD : W SCREWS LENGTH TO NEW HARDIE PLANK NEW HARDIE PLANK PENETRATE WOOD FRAMING HORIZONTAL SIDING HORIZONTAL SIDING04 5/8 INCH MINIMUM NEW TYVEK COMMERCIAL NEW TYVEK COMMERCIAL NOTE: VAPOR BARRIER VAPOR BARRIER MAXIMUM HEIGHT OF ROOF PANEL AT Robert E. Taylor, Architect NEW 2X4WALL, BUILDING TO MATCH EAVEo Reg No. AR 0005964 0 TYPICAL » NEW 2 X 6 PT WOOD TOP PLATE, FIELD VERIFY HEIGHT OF EAVE PRIOR » NEW 1/2" CDX SHEATHING _ NEW 1/2 CDX SHEATHINGTO COLUMN FABRICATION. J W/ EASED EDGES � x FASTENED W/ 10d (0.148"0) FASTENED W/ 10d (0.148"0) NEW R-19 KRAFT-FACED 2-1/2" L. RING SHANK z NEW I�-13 KRAFT-FACED 2-1/2 L. RING SHANK ..�-. N „ ZO.C. AT EDGES �+ INSULATION, W/ KRAFT w NAILS AT 6 O.C. AT EDGES INSULATION, W/ KRAFT - NAILS AT 6 OC FACE INSIDE AND 12" O.C. IN THE FIELD FACE INSIDE AND 12" O.C. IN THE FIELD NEW 2 X 4 PT WOOD BLOCKING Jo AT TOP, BOTOM AND MIDDLE00 v ILI- NEW SILL SEALER UNDER NEW SILL SEALER UNDER ` NEW 2 X 4 WOOD FRAMING PT BASF_ PLATE NEW 2 X 6 WOOD FRAMING O PT BASE PLATE AT 16" 0.C. AT 16" O.C. o NEW 4" SQUARE p Z NEW CONCRETE w z NEW CONCRETE �� -= I ALUMINUM POST, a FLOOR SLAB REINF `" a Q �o BEYOND, SEE F/A1.3 0 FLOOR SLAB REINF > „ „ 0 W/ 6" x 6", \j NEW 1 X 8 PT WOOD BOARDS -H W/ 6 x 6 \ W1.4 x W1.4 WWM W1.4 x W1.4 WWM o AT EACH SIDE, STAGGERED N p NEW VAPOR BARRIER �' 1/2" 0 THREADED ROD NEW VAPOR BARRIER 1/2" 0 THREADED ROD POLYETHYLENE AT 48" O.C. W NEW 2 X 6 PT WOOD BOTTOM NEW CONCRETE SLAB °' 6 MIL AT 48 O.C. W/ /„ PLATE, W/ EASED EDGES W/ 6" X 6" WWM oI COMPACTED & TERMITE � 3" X 3" X 1/4" COMPACTED & TERMITE 3 X 3 X 1/4" NEW CONCRETE SLAB TREATED FILL [if STEEL PLATE WASHERS TREATED FILL STEEL PLATE WASHERS W/ 6" X 6" WWM NEW 4 X 4 PT WOOD POST, 1 TOP OF EXISTING N Q EMBED 10" FINISH FLOOR, BEYOND > FINISH GRADE NEW REINF _ N SLOPE AT 1/4 PER FT MAX_ CONCRETE b- Ir 100'-0" l M r NEW CONCRETE / " FOOTING " ' --�- - - .r - -Z^--11 - ', SLOPE AT 1 4 PER FT MAX e° --�' •° gip_ °�• _.- - • .• • ° •d °: a: .f. ` ♦ d. e 1 L -� '.t ' d-.° d n I -----�.. y --7 .de-, a '♦ • d_ _ ''FI I P FOOTING o o, .e' a III-III-III-III-III SLOPE AT 1 4" PER FT MAX - > +1P I I I-III-I -III-III i 1 ,� I-I I-I�I-III-III- / �_ -T_ -.-- --_-__ •'. .e. . ,a . ; �--� -III-III III=III-1 I I 1=1 I I-1 i 1' -I I II III-III III-III III-III-III-I A - - - - - - - III III III III a_ _ =III=III=III=_ _ Z _ - I I I I III-III-II1-III-III-III-III-I I I� 1=1 11=i 11=1 11=1 11=1 11=1 11=1 11=1 I I I I 1=I 11=I f I : Zc III= - �Jl �I I I=1 I I_I I I=1 I I_I I I_I I I_I I I-III- I-I I I-I I II •{ . _I _ NEW 4 THICK SIDEWALK I 1=1 I I-III w I-I I I- 1 _ _ - - - - - 4 V�1J ,7 =1II-I w =III- 5 DOWELS, 24 LONG _ - = 1 > _-� °--°- T-- - - ;° d� I 'I' III - - I"'`°� 5 DOWELS 24 LONG _III = �. > I I=1I1= " x 6" # - I=1I I-III-I III- - - III-III-III_III-III-III I I = p° ° .d v .�`d: _ c3= I I-III-I I I_I I I-III- ,. # -III-III-III - - REI N FOR CED WITH 6 INTO SLAB AND 12" -III III-III i I I' d _° p. ' . I-Q I-III - - - I I=1 I I-III=1 I I=III=III=III=IIII - - - n AND 12 =11 I=11 1=11 I=1 �' =III= =— a — — — - — _ — — — — — - ,d — — — — - — INTO SLAB - _ _ n ,I. I W1.4 x W1.4 WWM INTO STEM WALL 'III-I I I-III-I I—I I�-III-III III_ _ _ _ _ d. I III-III-III-III-III- III-I I I_I I I-III=1 I=1 f I=III I 1=I I 1=1 A.i' I 1 I I=I I I=III=III=I '=1 I I=1 I I=1 I I 11�_� =111=1 I I=1 f _ _ _ -1 I I-1 I I-1 I I-�I_I-III-III-III-III I I_ �. I_J _ _ 1=1 11=1 11=1 11=1 11= ~ INTO STEM WALL, _ _ _ •' 1 111= 1=1 I I=1 I I- WHERE OCCURS} �' -i I I-III-III I =III-III-I I- _ _ _ _ _ _ -_ - - - - III = _ _ _ _ _ _ _ _ _ _ - _ _ I I I-I I 1=III-I - _ ( AT 24 0.C. - I-III III �I I I_I I I_I I I_I i I-III-III-III- I-III-_ ' ° :' e . e, ' I- , I III-III-I I I_I I I-� - - 11=1 11=1 I i-1 1 I= II _ - �I-I�I-i I-III-I 1 I-111-I I I-I I -III-III- - III-I I I-IIi=1 I I-III- -III-III-1 I I-1 I I-I i I-III-I 1 I I 1 1-111=11 I I-I I I I I-III-III-III-III-III-III-I 1I- AT 24 0.(a =1 11=1 11=11 I I I I I III-III =IIi=1 11=1 I I 111= III=1 1= _ - III=1 I=1 =i I I=III=1 I=1 I I ' 1. -111111=III=III=III=III=III III=111=1II- I- II1=111=111=111=1II. I1=III=III- I III 3 CLEAR, TYP-111=111=111=1II-I =1 I I=I I I=1 I I=I I I =_ EXPANSION JOINT _ - _ _ = = I = _ _ _ _ _ - _ - _ - - - - _ - - _ - =1 I I 1/2 (1) #5 BAR W/ I-1II-III-I I I-III= III I. ISI-I I I_I I I_I I I-I I I-I I I-I I I I-I 11-1 I -I I 11_1 I I 1 1„ 111=11 I-I I I_I I I-i I I-III-III-� =1 I I =1 1 ,,, =1 11=1 1=�I I-1 11=1 I I-1 11=1 I I- O (1) #5 BAF W/ -III-I I I-III 1. _ _ - 1=1 I I=1 I I -I I =1 I I-1 I 1=11 =III-1 113 CLEAR TYP I-1 I I-1 I 1=I I I-I Ili 6 MIL VAPOR BARRIER _ =1+_ - 1-»- - _ 1- 111-1 I I_I a�. ' III-III- I III III—I I�—III=III=1 11- III I I 1-1 -a = I I =1 I I-III-I I I_I I I-III- HOOK o K _ a� I I-III-III I I i STANDARD H o o K 1= = 11=1 ' I I=1 I I-111= -I 11=1 I I III III-1 I I ,, �_� I'11=1 I I-1 I I-1 I I-1 I L I I 1=1 i -=1 - II-III—I NEW CONCRETE FOOTING REINF II- _ __ NEW CONCRETE FOOTING REINF - 1 - -III I I-1 -0 -1 I-III-III-III-III-III�i,_ COMPACTED FILL 1-III-III - - - - - SEE CANOPY COLUMN =1 I I d . I I I=1 I i -III 1=1 I I =__ I I 1=1 11=1 11=1 11=1 I I_ I I I I III ° I I=I I1= • i . W/(2) #5 S CONT. AND =III W 2 5'S CONT. AND o - TERMITE TREATED _ _ _ _ _ _ _ -_ I_ FOOTING DETAIL F A1.3 -1 I I . • ' III=1 I /O # III-= I I-I 11= - 1=1 11=1 1-I I I-I I M. EIII=111=1 I I ,_I I NOTE: M I N I M U M124 ° i _ 3 TIES AT 48" O.C. I =111 III-I #3 TIES AT 48 O.C. COMPACTED FILL -III-III-III 111-III=III-III III-'' (2) #5 S AT BOTTOM �I 111 G II=1II= # --.-=-�° FOOTING SIZE SHOWN -1 I I ' Wit._ -°•.... III I j 1- -' NOTE: MINIMUM II a 11=I� NOTE: MATCH ELEVATION OF III' ''.' . - - III= NOTE: MATCH ELEVATION OF (2) #5S AT BOTTOM = 1- _ „- —Ill— = = 1_ "_ =1 1111 II EXISTING FOOTING, TYPICAL FOOTING SIZE SHOWN EXISTING FOOTING, TYPICAL -111 III-II 1 8 -III - - -=1 11=1 -s I I-III I I-I I 1=I I IE l 1=1 11=1 11=1 11=1 11=1 11=1 I I_I I_I I I—I 11—I I I_I I I_1 I I_1 11_1 v =1 I I=1 I I=1 I I=1 I I—III—III—I I�_ a SHOWER FENCE SECTION COVERED PORCH SECTION Q EAVE WALL SECTION GABLE END WALL SECTION Q+ „ , � � C _ '-0" 1515 A1.3 D 3/4" = 1'-0" �1 5 A1.3 A1,, " - '- 1515 A1.3 3/4 = 1 -0 1.�1,� A1.3 3/4 1 3/4 - 1 0 NEW 3 1/2" X 3 1/2 X 1/4" NEW REINF CONIC FLOOR SLAB STEEL COLUMN M--1 SEE A/A1.3. NEW 10" X 10" X 3/4" STEEL BEARING PLATE, W/ (4) 3/4" 0 ANCHOR BOLTS AND LEVELING NUTS 4" SQUARENEW CMU STEM WALL ALUMINUM POST �--� (WHERE OCCURS) 1 1/2" NON-SHRINK GROUT 2' X 2' X 2' W 1/4 THICK PLATE STEEL = 10 CONCRETE FOOTING 0 BRACKET, 6" LONG ----- - e -.°- �•'�° - - _ _ _ _ I I= °a.' I I L=I COAT ALUMINUM h� 3/4"0 ANCHOR BOLTS "' -I _ e d ° I -) 1 . `.°� ` ': d I -I POST WITH 1 ' I�. I (=I BITUMASTIC PAINT W/ NUTS EACH SIDE -- - a �a: � _ NEW REINFORCED CONCRETE 'o --__— I—II I—III EXIST. LAM BEAM � `6 i b ' I i � • � � FOOTING W 3 # � ' BTM BOTH WAYS - d �: C;, I I #4 REBAR THRU Q IN o0 7 1 -I ,.•. ..°' °e .. .d ° POST BOTH WAYS 4A: lk e. 0-11 . ----a--=== - 4 SQUARE 3 1/2" X 1/4" THICK � a------ ----�--- �-a � e STEEL COLUMN - WE D BRACKET TO COLUMN I=I1 --=-, - - =11 ALUMINUM U w 1 » _= 1=111= 2'_0" IE 1 I I I=1 I I ATTACHED TO SADDLE BRACKET 3 -0 SQUARE - ( 111—I : ��--I -) ( I BOTTOM OF POST Ln _ F- POST WITH (2) Z 1 1/2" = 1'-0" 3 CLR TYP. » NOTE: MINIMUM FOOTING SIZE SHOWN L BRACKETS FOOTING N0. 2 v _ X CANOPY COLUMN FOOTING w FOOTING NO. J IS 2' 0 X 2 0 f N.T.S. 1515 A1.3 � 1 '—4 HIL-3H FOOTING SECTION Q 3/411 = 11_017 �' W z H O SHEET NO DIMENSIONS ON THIS DRAWING ARETO � BE READ AS PLUS OR MINUS AND SHALL � BE FIELD VERIF®BY THE GENERAL CO NTRACTO R PRIO R TO CONSTRUCTION A1 ,03 U DATE 01 OCTOBER 2016 W E� FILE NUMBER 1515 Q Q O Z � O Q Q W OC Q Q Ll, oo o LLI mr O0rq r -� `Y' ao w ��Myyy111 O I I I I I I I V I I I I I I O w I I I I I I II I II I I ! ( SFNL, U �c II I I E—XIIIIIIII II III III—IS--TI—NGI IIIIII I II L--VL \BIIIIII,I-AM AM-�T R_—E�M A—_IN -- I �--IIIIIIIIIIIIIIII II III I I I�III,II IIIIIIIIII I --------- --- ------- UE- ------ --------- - z ADVANCE coP'Y� DRAw�.` w �Gs NOT FOR CONSTRUCTION w>0W F= Robert E. Taylor, Architect �o�`WWOpoaQwl�° "4 'ETR 2 X 4 KNEE WALx Reg No. AR 0005964 wu- L - - - O - UO ETR FIRELACE - - - AND CHIMNEY00 ��a - - - - Z x Of ,N - ^m t - 1 IC-4 LLj NXN W OO Q EXISTNG 2 X 101 I I 4 ROOF RAFTERS AT 24„ 0.C. x O SO O W ETRBEAM �o I � T�=KNEE WALL z-1 0 V) X wI I I V --dLL- N Ld LL Orf rz EXISTING 2 X 10 ROOF RAERS AND EXISTING 2 X 8 EXISTING 2 X 6 CEILING RAFTERS AT 24” ROOF RAFTERS AT 24" O.C. EXISTIING BEAM o — — — — — — — i I 1 t e y II EXISTIING �2 II -_x�6 ROOF OOF RAFTERS @ 24"ON CENTER EXISTIING 2 x 10 CEILING - - r� (QNZQ_O�J x Q> RAFTERS @ 24"ON CENTER EXISTING WALLS SHOWN DASHED TO BE DEMOLISHED AND REMOVED. SEE A1.1. EXISTING 2 x 6 CELIN RAFTERS @ 24"ON CENTER T EXISTING 2 X 6 - I _ - ROOF RAKE RAFTERS AT 24" O.C. Ln Or—oo' CD 'y FIC COP L E G E N ID D EM 0 L I T 10 N EXISTING ROOF PLAN 7m REMOVE EXISTING ROOFING MATERIALS AND ROOF STRUCTURE. 1/4„ 1 -0 NORTH GRAPHIC SCALE SHEET NO 3 1 0 8 DIMENSIONS ON THIS DRAWING ARETO BE READ AS PLUS OR MNUS AND SHALLr��Uwxwo('� BE FIELD VERIFIED BY THE GENERAL BUILDING 4 2 0 4 CONTRACTORPRIORTO CONSTRUCTION • O 1 INCH = 4 FEET (IN FEET) u RENOVATED ROOF FRAMING PLAN NOTES DATE O 1 O CTO BER 2016 W NEW SHINGLES PANELS OVER TITANIUM 1. INSTALL CONNECTORS MANUFACTURED Y SIMPSON STRONG-TIE. 12. INSTALL H6 HURRICANE TIES AT 2X6 AND 2X8 RAFTERS TO HIP BEAM. NEW ALUMINUM P-' 2. INSTALL H1 HURRICANE TIES AT EXTERIOR WALL. 13. INSTALL A34 FRAMING ANGLES AT OVER-BUILD FRAMING. CANOPY COLUMNS 32'-4" FILE NUMBER u UDL 1515 3. INSTALL H1 HURRICANE TIES AT EXTERIOR WALL AND BEAM. 14. WELD ECCLQ-SDS2.5 COLUMN CAP TO STEEL COLUMN. NEW 1/2" PLYWOOD 4. INSTALL H1 HURRICANE TIES AT EXIST. LVL BEAM. 15. INSTALL (2) H6 HURRICANE TIES, ONE AT EACH SIDE OF HIP BEAMS 1'-0" NEW CONCRETE NEW INSULATED P- ROOF SHEATHING ^' 5. INSTALL H2.5A FOR NEW 2 X 6 RAFTERS AT EXIST. LVL BEAM TO DBL KING STUDS AT EXTERIOR WALL. all SLAB, BELOW 31'-011 ALUMINUM CANOPY $„ Q e 6. INSTALL LUS 26 HANGERS AT ETR 2 X 10'S TO EXIST. LVL BEAM. 16. SINGLE 2 X 12 HIP BEAM TO EXTEND TO TOP OF ROOF HIP. NEW 2 X 4 OUTLOOKERS NEW DBL TOP PLATE 7. INSTALL A34 FRAMING ANGLES AT BLOC ING TO EXIST. LVL OR ETR WALL. Con O \ 8. INSTALL H2.5A'S AT 2 X 4 OUTLOOKER TO GABLE-END TRUSS. 9. INSTALL HU210 HANGERS (SKEWED & SL.OPED SEAT) AT RAFTERS TO NEW HIP BEAMS. O 10. NEW 3 1/2" X 3 1/2" X 1/4" STEEL COLUMN W/ 1/4" STEEL SADDLE BRACKET. SEE G/A1.3. 0 0 % r! Q 11. NEW 4" X 4" STUB COLUMN FROM TOP OF EXISTING 3 1/2" WIDE LVL BEAM TO UNDERSIDE 01 NEW DBL 2 X 4 HEADER W/ OF 2 X 12 HIP BEAMS, WITH: _ PLYWOOD SPACER OVER a. (2) AC4 MAX POST CAPS AT COLUN N TO EXIST. LVL BEAM AND 23'-0" I NOTPART X12'-10" Q CONT. 2 X 4 BLOCKING b. (2) H6 HURRICANE TIES AT COLU0 TO HIP BEAMS. THIS > A2.1 NEW2X6 W2X8 W NEW 1/2" PLYWOOD NEW CONT. 2 X 4 BLOCKING qNj, D ROOF R,4FTERSROOF RAFTERS B WINDOWS, TYP. NEW 2 X 10 ROOF RAFTERS ETR WINDOWS NOT SHOWN 0 SHEATHING 1&1-0° A3.1 I AT 24" O.C. AT 24" O.C. A3.1 AT 24" O.C., ( } I o I Q 7 e- (ABDVE), (A50VE), il NEW 2 X 8 NEW 2 X 6 o w v ' OPEN FOR ALL-THREAD - NOTE 2 NOTE 2 NOTE 2 N N o p NEW 2 X 6 RAFTERS RAFTERS I 2p-O" o , oo EW � M -+ NEW KING STUD ROOF/CEILING RAFTERS NEW 2 X 6 CEILING RAFTER AT 24" O.C., AT 24" O.C., Q v OUTLOOKERS AT 24" O.G.NOTE 2 AT 24" D.G. NOTE 2 NOTE 2 NEW WINDOW FRAMES AT 24 O.C., p � M (71 N NOTE 15 NOTE 15 NOTE 2 z x <C NEW JACK STUDS, TYP Lu o o ~' („� z m, AT EACH SIDE z N I I I I I i II II II II I I I I I 1 I N N NEW LOAD I n I 0 Lu z NEW 2 X 4 BTM PLATE X I I I I I II I II II II I I I I I I I ' 3 d I ( i �` I� I BEARING I,�� r a .�� O = SEAL U NEW 4 THICK CONIC SLAB, BEYOND - EXIST. LVL BEAM TO I NOTE WALL Pix Lu z I I REMAIN I 1 _ it II 111 I I I I NOTE 1 -- i I '``L' �N Z > NOTE NOTE `� 11 SIM I r ( ao N O NEW REINFORCED ~� _ 4 5 NOTE `L��Q - I X AC O `,'' V CONCRETE FOOTING d- _____ ___ - I I I \ 10 _ Lu ------ ------ - N I I I 1 _�� II I I I I I I ��j cv NEW REINF CMU STEM WALL — — - - o ADVANCE COPY DRAWINGS O I I I I I I I I � Q 1 I D I I I �-•-- -- --- I- ,,...a NO � 9 {rr F_71LI6 , _ ' , _ X,� , , I I a��, - — - I-I - - z w _ I I I I Q / O 1/2"0 ALL THREAD HOLD DOWN NEW 2 X 6 BLOCKING AT CRICKET \\ I F-+ � rr ( v � W/ A34 CLIPS AT EACH END, TYP. � � V� NOTE 6 I �� ri X O � I z O N b- +- I I Robert E. Taylor, Architect g III I I I I ETR 2 X'4 KNEE WALL , I _ _ z V_ z _ I i _ I _ Reg No. AR 0005964 W/ N'EW GYP BOARD �� ri NEW CONSTRUCTION I i I I I I T IS SIDE I I I EW 3 1/2" STEEL COLUMN UNDER ROOF r� NEW FRAME ELEVATION HIP BEAMS. NOTE 14. I a A 1/2 = 1'-0" 1515 A1.5 _ _ _ _ _ I I I I I I I I r - REMOVE EXISTING GYPSUM BOARD AND - INSTALL COLUMN ADJACENT TO ETR WALL III I I I I I I I O I I FRAMING. WRAP W/ 1/2" GYP BOARD. _ � I I I ! I I m N M 0 I x O:f Q I - I I I I I I I I I I I ( I I - - - - 0 � � - - - - - - N O Z LL. Nm — I I II I I I I III � x �d _ _ - _ I - I I I I I I I I I I I - - - - W N U CSI O �C Q M w T — I I I I I I I EXISTING 2 X 10 I I I C I �i M I ry SCAB ON NEW 2 X 6 RAFTERS _ — — I NEXT TO EXISTING RAFTERS - - - - - - - - ROOF RAFTERS I (� AT 24 O.C. I X U I I i I I I II ` V - TN\ c� o �� - - -- - �-�- - I I ETR BEAM _ z 1 Li N - - r'-� � � I I ,I I I i I i ETR 2X4 I - - -- � I KNEE WALL IT - — 1 — 4-- Lu Cr 0 @ mow_ t� NEW 2 X 8 I I I I I V) I I I I I I I I N I I I X N Q RIDGE BOARD I - _ _ _ w o Q or NEW SHOWER I-I 0 WALLS, BELOW n I I I NEW DBL 2 X 8 I - L- L ! — I J EXISTING 2 X 10 ROOF RAFTERS AND EXISTING 2 X 8 I RIDGE BLOCKING — — _ I _ _ -- EXISTING 2 X 6 CEILING RAFTERS AT 24 O.0 ROOF RAFTERS I I I I I AT 4 O.C. II If w Z - Q Q -- ____ _ -_- - = T=- __ -r— - I I I I I I I I I I I I EXISTIING BEAM Q - - - - - - -- - - - - - - - - - - _ T II W X I -I I I II II II I I I I I II II I I I I O - NEW 2 X 4 TNEW EXISTIING 2 x 6 ROOF L� I RAFTERS @ 24"ON CENTEROUTLOc.KERD y, IIIIII � III I II TEXT r ( I WALLI I I I I EXISTIING 2 x 10 CEILING L- - i ( I I I —NEW EXTERIOR DOORS RAFTERS © 24"ON CENTER — --I---1— -- — — -- — ---�- I - I - I - - - - - - - - - W t Lr NEW GABLE-END TRUSS, NOTE 2 - N E- NEW 2 X 6 ROOF RAFTERS ,► EXISTING 2 x 6 CEILING � RAFTERS @ 24"ON CENTER AT 24 O.C., NOTE 3 I - - - - - I _ - - - L , NEW PT 6 X 6 WOOD BEAM .o NEW 2 X 6 LEXPOSED P.T. EAVE 4 NEW PT 6 X 6 NO E 2 OVER-BI,IILD FRAMING AA ( ) - - - - - - - -AT T SSES A50VE ETR ROOF, NOTE 13 WOOD COLUMNS rA A2.1 I i a EXISTING 2X6 I -JQ F" ROOF RAKE RAFTERS I- I- - Q_ AT 24" O.C. W LJ � CDw I � I Q C 11I i I , , I � O � L '-0' �'- L� Li Q 0 I'-6" 16'-10" 23'-0" 22'-0" � 11 ,� Ir Ir n COPY � O B Q w A3.1 W z O 1 RENOVATED ROOF FRAMING PLAN NORTH GRAPHIC SCALE sHEETNo 1/4's = 1'-0" 3 1 0 8 DIMENSIONS ON THIS DRAWING ARETO BE READ AS PLUS OR MINUS AND SHALL BUILDING BE FIELD VERIFIED BY THE GENERAL a 4 2 0 4 CONTRACTOR PRIOR TO CONSTRUCTION A1 ,05 O 1 INCH = 4 FEET (IN FEET) DATE O 1 O CTO BER 2016 W E—+ FILE NUMBER l 1515 Q INSTALL NEW ROOFING AND SELF-ADHERING ^H 0 Z MEMBRANE UNDERLAYMENT AT HIPS AND I VALLEYS AS SPECIFIED. mIHL U 1� O REMOVE DAMAGED ROOFING MATERIALS AND INSTALL NEW ILLUQ SHINGLES OVER TITANIUM UDL W I L.Ei id I 1�� Lx] ILL-L I I - - . � 11111 1 1-1 d III] LLLL L LL-LA j L LL-LL0 75 DC Q 00 _u_LLL—L-LLL 8) 1�f C N � 00Q Q < � � o LLJW Z 00 OQCN SEAL. I 7'-6" NEW CONST. I <C ADVANCE COPY DRAWINGS O NEj I 101A � 1018 o W - - - - - - - - - - - - - - - - - - - T 23 -0 NEW CONST. _I NOT FOR CONSTRUCTION — - WEST ELEVATION 1/43* REMOVE DAMAGED ROOFING W MATERIALS AND INSTALL NEW SHINGLES TITANIUM UDL Robert E. Taylor, Architect p4 INSTALL NEW ROOFING AND SELF-ADHERINGReg No. AR 0005964 ,MEMBRANE UNDERLAYMENT AT HIPS AND 12 REMOVE EXISTING DIAGONAL SIDING ,ME AND INSTALL NEW HARDIE PLANK VALLEYS AS SPECIFIED. 5 HORIZONTAL SIDING OVER COMMERCIAL � TYVEK VAPOR 13ARRIER a INSTALL A COMPLETE LAYER OF ----- O SELF-ADHERING MEMBRANE UNDERLAYMENT OVER SUN ROOM ROOF AS SPECIFIED. M INSTALL NEW ROOFING AND SELF-ADHERING M MEMBRANE UNDERLAYMENT AT HIPS AND �-� VALLEYS AS SPECIFIED. N / REMOVE EXISTING DIAGONAL SIDING N O AND INSTALL NEW HARDIE PLANK HORIZONTAL SIDING OVER COMMERCIAL O TYVEK VAPOR BARRIER REMOVE DAMAGED ROOFING MATERIALS AND INSTALL NEW LLu. _LLLu �, I SHINGLES OVER TITANIUM UDL ~� W NEW COVERED Q o PORCH 1- 11 I A J EXISTING CONSTRUCTION. Zzz EXISTING CONCRETE FOOTING. NEW REINFORCED CONCRETE FOOTING NEW CONSTRUCTION. � � W EXISTING CONSTRUCTION. NORTH ELEVATI0N - � r RED PORCH AT 18' 8" NOTE: NEW COVERED 6" i � u EAST SIDE OF BUILDING IS NOT SHOWN. 1/41' = 1'-0" Q O 0 - - - - - - - - - - - - - - - --- - - -- - - - - - - - - > LUM i�i SOUTH ELEVATION - - - - - - - - - - - - „ DRILL TWO 3/4" ROUND HOLES, 8" DEEP, INTO EXISTING FOOTING 9 -0" NEUJ CONStRUCTION W 1/4 = 1 0 AND INSERT #5 RE-BAR INTO HOLES. RE-BARS TO EXTEND 24" M INTO NEW FOOTING. EPDXY INTO PLACE. TYPICAL. Q W ROOFING AND REMOVE EXISTING ROOFING MATERIALS AND INSTALL NEW SELF-ADHERING MEMBRANE UNDERLAYMENT IINSTALL NEW SHINGLES OVER TITANIUM UDL `-' AT HIPS AND VALLEYS AS SPECIFIED. AS REQUIRED TO BLEND NEW ROOM. W W INSTALL A COMPLETE LAYER OF SELF-ADHERING MEMBRANE UNDERLAYMENT OVER SUN ROOM ROOF AS SPECIFIED. a 11 111 11 IIITI1 III z r - - l • ALL EXISTING SIDING IS TO BE REMOVED INCLUDING UNDERLAYMENTS FELT PAPER). O EX".MINE SUBSTRATE FOR ROT AND DETERIORATION. REPAIR / REPLACE AS NECESSARY. Q INSTALL NEW TYVEK COMMERCIAL VAPOR BARRIER. LLL • INSTALL NEW HARDIE SIDING IN ACCORDANCE W/ MANUFACTURER'S PRINTED INSTRUCTIONS. Lj J11111 L_LL L J � O � z / O Li w L1J w < OFFICE )PY TOP OF F XISTINGIL FINISH FLOOR , ,a r 100-0 = EXISTING CONCRETE FOOTING �'-b" N ______________ `r DRILL TWO 3/4 ROUND HOLES, 8 DEEP, INTO ------------ 22'-lm" NEW CONSTRUCTION m EXISTING FOOTING AND INSERT #5 RE-BAR INTO NEU1 CONSTRUCTION GRAPHIC SCALE SHFF�TT NO 113A — 3 1 0 8 DIMENSIONS ON THIS DRAWING ARETO EXIST'NG � HOLES. RE-BARS TO EXTEND 24" INTO NEW t EXISTING BERFAD AS PLUS ORMINUS AND SHAD. GRADE FOOTING. EPDXY INTO PLACE. TYPICAL. GRADE BE FIELD VERIF�D BY THE GENERAL >, BOTTOM OF NEW COVERED CCCCANOPY MONOLITHIC SLAB EAST ELEVAT ON - A ❑ ❑ 4 2 1 INCOH - 4 FEET IN FEET coNTRACTORPR1oRTo CONSTRUCTION A2 • u❑ [A] ❑ � 1 4 = 1 —0 � ) / DATE 01 O CTO BER 2016 W FILE NUMBER 1515 PLO Q O Z � O O � Q Q W 12 1:4 5�� W NEW SHINGLES OVER TITANIUM UDL 0. _ O N M cc M 12 U. d Q N o 12 uj = z x 5 M NEW 2 X 6 ROOF x ETR � � � � wr� RAFTERS AT 24" O.C. 2 X 10'S Q ZO W/ 1/2" GYPSUM BOARD ETR A 2X6S NEW 2 X 6 EXPOSED PT NEW 4" X 4" STUB COLUMN FROM RAFTERS AT 24" O.C. Q TOP OF LVL BEAM TO UNDERSIDE OF II DBL 2 X 12 HIP BEAM, BEYOND. I SEAL REMOVE ------ � SUN I � LIVING <C ROOM EXIST LVL 3 1/2" BEAM TO ROOM SOFFIT 113 REMAIN 1102 NEW 6 X 6 EXPOSED PT NEW ALUM. II w COVERED CANOPY, DINING INI NG COLUMNS AND BEAMS BEYOND > 101 ADVANCE COPY DRAWINGS00 O IIW NOT FOR CONSTRUCTION � 11 I W II _ II W it - -- - - - EXISTING CONSTRUCTION Robert E. Taylor, Architect ETR FOOTING I I NEW COLUMNReg No. AR 0005964 O AND STEM WALL_ L - - - AND FOOTING', J NEW CONCRETE FOOTINGS EXISTING CONSTRUCTION BEYOND NEW CONCRETE SLAB AND MONOLITHIC C7 101A FOOTING. SEE EXISTING / RENOVATED PARTIAL FOUNDATION PLAN 3/ S1.1. a I "] O THRU SECTION 1/41' = 1'-0" 1515 A3.1 M M W N REMOVE EXISTING ROOFING MATERIALS 12 N AND INSTALL NEW SHINGLES OVER TITANIUM UDL QTR 5 8S H 12 H NEW SHINGLES OVER TITANIUM LIDL V1 NEW 2 X 10 ROOF - - RAFTERS AT 24" O.C. � � 12 F�+� NEW KRAFT-FACED 5 R-38 INSULATION -ETR 2 X 4 KNEE WALL � N NEW 2 X 6 CEILING W/ GYPSUM BOARD ON KITCHEN SIDE RAFTERS AT 24 O.C. W/ 1/2" GYPSUM BOARD ETR SUSPENDED CEILING ETR 2 X 4 W FOVER OLD KITCHEN KNEE WALL WASH �•-� O NEW COVERED KITCHEN GALLEY ROOM GARAGE [�] CANOPY 103 104 I 112 114 � � Q W NEW ALUMINUM °° COLUMNS AND BEAM CO N � o I I-1 I I-1 1 I-11 r=-.. I ' ~ j 1 I-I Il- - - - - - II-1111111-11�1�1-III�I I�I1I�11�III-ILII II-III=1 EXISTING CONSTRUCTION. W I 1=1 I F: i` III=ILII NEW FOOTING I IIIII�I NEW COLUMN EXISTING CONCRETE FOOTING. AND STEM WALL 1�-rte -III-I AND FOOTING, III-1I�II-II�II�IiI BEYOND COMPACTED FILL ETR FOOTING W F61 AND STEM WALL Cn Z � THRU SECTION o B 1/4" = 1'-0" 1515 A3.1 ~ CJ � LLJ aof OFFICE U � � o w P � w a� z O GRAPHIC SCALE SHEEF NO 3 1 0 8 DIl41NSIONS ON THIS DRAWING ARETO � BE READ AS PLUS OR MINUS AND SHALL. BE HELD VERIFIED BYTHE GENERAL 4 2 0 4 CONTRACTOR PRIOR TO CONSTRUCTION A3 ,01 1 INCH = 4 FEET (IN FEET) DIVISION 01 - GENERAL REQUIREMENTS b. FILL SHALL BE CLEAN FINE SAND, GRANULAR, INORGANIC, MINIMUM FROM ACCEPTANCE DATE OF PROJECT. c. ALL CELLS BELOW THE LEVEL OF THE FINISH FLOOR SLAB. b. WELD STIFFENERS TO PIPE COLUMNS WITH 1/4 INCH FILLET WELD ALL DATE A. SPECIFICATION-S LISTED BELOW APPLY TO ALL WORK SPECIFIED HEREIN. NON-PLASTIC MATERIAL. FILL MAY NOT CONTAIN STONES OVER 1 d. CELLS DESIGNATED TO BE FILLED AS SHOWN ON DRAWINGS. AROUND. 01 OCTOBER 2016 W INCH IN DIAMETER. FILL MATERIAL SHALL CONTAIN LESS THAN 10 LANDSCAPING BY OWNER 2. PLACE GROUT IN 4 FOOT MAXIMUM LIFTS. B. INSTALLATION OF BOLTS SHALL MEET AISC REQUIREMENTS. FILE NUMBER B. MATERIALS ANIS LABOR, PRODUCTS AND INSTALLATION DESIGNATED TO BE PERCENT PASSING NO. 200 SIEVE. 2. CONSOLIDATE GROUT BY MEANS OF A MECHANICAL VIBRATOR. DO NOT C. CONNECTIONS NEW SHALL CONFORM TO THE FOLLOWING: C. FILL MORE THAN 36 INCHES BELOW FINISH GRADE SHALL COMPLY USE CELL REINFORCING TO ROD GROUT. 1515 a 1. ASHRAE/AIASI STANDARDS, EDITION ADOPTED BY FBC FOR SPECIFIC WITH PARAGRAPH ABOVE EXCEPT IT MAY CONTAIN STONES TO 3 DIVISION 03 CONCRETE 1. UNLESS OTHERWISE NOTED, BOLTS SHALL BE HIGH STRENGTH, BEARING STANDARD. INCHES IN DIAMETER BUT 90 PERCENT MINIMUM SHALL BE SMALLER 3. PERFORM CONSOLIDATION IMMEDIATELY AFTER PLACEMENT OF GROUT. TYPE WITH THREADS INCLUDED IN THE SHEAR PLAIN. TIGHTEN BY THE 2. SBCCI/ASML_ STANDARDS, EDITION ADOPTED BY FBC FOR SPECIFIC THAN 1 INCH IN ANY DIRECTION. EXCAVATIONS FOR FOOTINGS "TURN OF THE NUT METHOD" (SNUG TIGHT PLUS 1/2 TURN.) A STANDARD. A. BEAR 12 INCHES MINIMUM INTO UNDISTURBED EARTH OR ON MECHANICALLY MASONRY UNITS 2. SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. d. FILL MATERIAL SHALL EXHIBIT MOISTURE CONTENTS WITHIN + 2 % OF COMPACTED ENGINEERED FILL. TOP OF EXTERIOR WALL FOOTING SHALL BE A. CONCRETE MASONRY UNITS SHALL BE HOLLOW OR SOLID UNIT MASONRY IN 3. FIELD CONNECTIONS SHALL BE MADE WITH 3/4" BOLTS, UNLESS O 3. SMACNA STANDARDS, EDITION ADOPTED BY FBC FOR SPECIFIC STANDARD. THE MODIFIED PROCTOR, OPTIMUM MOISTURE CONTENTS (ASTM D 8" MINIMUM BELOW GRADE ELEVATION, UNLESS OTHERWISE NOTED ON / Z Z 4. AMCA STANDARDS, 540 2008 STANDARD. ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM NET AREA OTHERWISE NOTED. 5. NEPA STANDARDS, 1557.) DRAWINGS. IF FOOTING EXCAVATIONS OCCUR IN DISTURBED OR UNSTABLE 0 O EDITION ADOPTED BY FBC FOR SPECIFIC STANDARD. SOIL, NOTIFY ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. COMPRESSIVE STRENGTH OF 1900 PSI. 4. DESIGN BEAM CONNECTIONS TO DEVELOP REACTIONS DUE TO THE Q 6. FLORIDA BUILDING CODE - BUILDING, 2014, 5th EDITION. B. CONCRETE MASONRY UNITS - STANDARD, SMOOTH FACE MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE BEAM SIZE AND SPAN j 7. FLORIDA BUILDING CODE - RESIDENTIAL, 2014, 5th EDITION. EXCAVATION AND FILL 1. MEET REQUIREMENTS OF ASTM C 90 TYPE II NON-MOISTURE CONTROL SHOWN ASSUMING FULL LATERAL SUPPORT UNLESS OTHERWISE NOTED. Lu 8. FLORIDA BUILDING CODE - ACCESSIBILITY, FBC 2014, 5th EDITION. A. GENERAL VAPOR BARRIER UNITS, NORMAL WEIGHT CLASSIFICATION. ' D. STEEL STRUCTURE IS DESIGNED FOR STRUCTURAL STABILITY IN ITS C Q 9. FLORIDA BUILDING CODE - ENERGY EFFICIENCY, FBC 2014, 5th EDITION 1. PERFORM EXCAVATING, TRENCHING, BACKFILLING, AND COMPACTING AS A. 6 MIL POLYETHYLENE SHEATHING REQUIRED UNDER ALL NEW SLABS, AND/OR/ 2. 125 LBS. PER CU FT MINIMUM WEIGHT CLASSIFICATION. COMPLETED CONDITION PER THE DRAWINGS SPECIFICATIONS AND THESE 10. FLORIDA BUILDING CODE - PLUMBING, 2014, 5th EDITION DESCRIBED IN CONTRACT DOCUMENTS. MONOLITHIC FOOTINGS, AND WHERE EXISTING SLABS ARE SAW-CUT TO 11. FLORIDA BUILDING CODE - FUEL GAS, 2014, 5th EDITION 2. BEFORE BACKFILLING, SHOW UTILITY AND SERVICE LINES BEING COVERED ACCOMMODATE NEW CONSTRUCTION. 3. STANDARD WEIGHT AGGREGATES CONFORMING TO ASTM C 33. NOTES. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING, GUYING 4. DO NOT USE RE-CRUSHED MASONRY UNITS AS AGGREGATE. AND OTHER MEANS OF SUPPORT DURING CONSTRUCTION SUFFICIENT TO 12. FLORIDA BUILDING CODE - MECHANICAL, 2014, 5th EDITION. ON RECORD SET OF DRAWINGS. DO NOT BACKFILL UNTIL UTILITIES WITHSTAND WEATHER CONDITIONS AND MEET ALL APPLICABLE SAFETY 13. FLORIDA FIRE PREVENTION CODE - (FFPC) 2014, 5th EDITION. INVOLVED HAVE BEEN TESTED AND APPROVED BY AUTHORITY HAVING 5. UNIFORM COLOR AND TEXTURE WITH UNBROKEN EDGES. FORMWORK REQUIREMENTS DURING CONSTRUCTION. 14. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), 2002 EDITION. JURISDICTION. A. MADE OF WOOD, METAL OR PLASTIC. CLEAN AND FREE OF DEBRIS FROM 6. SIZES REQUIRED (NOMINAL) E. COAT ALL STEEL WITH A COAT OF PAINT CONFORMING TO FED. SPEC. a � � h 15. NFPA 70 - NATIONAL ELECTRIC CODE, 2011 EDITION. B. PRODUCTS a. 8" X 8" X 16" AS SHOWN ON DRAWINGS. S EC 0 16. FEDERAL, STATE AND LOCAL BUILDING CODES NOT COVERED ABOVE. PREVIOUS CONCRETING. TT-638 TO A MINIMUM OF 2 MIL DET. o ��, � Ov x NOT TO BE SCALED. 1. IMPORTED FILL / BACKFILL ASSEMBLE TIGHTLY TO MINIMIZE LEAKAGE. PROPERLY BRACE AND TIE b. 8" X 8" X 8" AS SHOWN ON DRAWINGS. �-, o Z M �; CO m C. DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE N U U �„ N o CONTRACTOR SHALL VISIT JOB SITE PRIOR TO SUBMITTING A BID TO VERIFY a. WELL GRADED MATERIAL FREE FROM DEBRIS, ORGANIC MATERIAL, FORMS, ADJUST AS NEEDED, BEFORE, DURING AND AFTER CONCRETING. c. USE SPECIAL SHAPES AS REQUIRED. W > ¢ Ln o ALL DIMENSIONS AND CLEARANCES. NOTIFY ARCHITECT/ CONTRACTOR OF WHICHFROZEN WOULDMATERIALS, PR VENTI ADELIME, UATE PERFORMANCE OF OTHER BACKFILLMATERIAL B. REMOVAL WITHIN 12-24 HOURS, IF TEMP IS BELOW 50 DEG F LEAVE INTACT D I UI S I 0 N 0 6 - WOOD AND P A S TI �' `� "' L '4 ANY APPARENT CONFLICTS. Q FOR SUFFICIENT PERIOD FOR CONCRETE TO REACH ADEQUATE STRENGTH. MORTAR C w zz = O o D. ANY APPARATUS, APPLIANCE, b. UNDER BUILDING DRIVES SIDEWALKS AND CONCRETE SLABS - FIL �-, V O � co MATERIAL OR WORK NOT SHOWN ON DRAWINGS SHALL BE CLEAN FINE SAND GRANULAR, NON-PLASTIC MATERIAL. A. MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM C 270 U LU ^ , W M J BUT MENTIONED HEREIN, OR VISE VERSA, OR ANY INCIDENTAL ACCESSORIES SLAB REINFORCING PRESSURE TREATMENT OF WOOD �l z x ¢ NECESSARY TO MAKE THE WORK COMPLETE AND OPERABLE IN ALL RESPECTS FILL MAY NOT CONTAIN STONES OVER 1 INCH IN DIAMETER. FILL A. FLAT SHEETS OF WELDED STEEL WIRE FABRIC FOR CONCRETE WITHIN MATERIAL SHALL CONTAIN LESS THAN 10 PERCENT PASSING NO. 200 METAL ACCESSORIES A. TREATED LUMBER IS TO BE STAMPED WITH NAME OF INSPECTION AGENCY, pC� o g CL " AND READY FOR OPERATION, EVEN IF NOT SPECIFICALLY IDENTIFIED, SHALL BUILDIING AND SIDEWALK REINFORCEMENT MEETING REQUIREMENTS OF ASTM A A. JOINT REINFORCEMENT ANCHORS, TIES AND WIRE FABRIC SHALL CONFORM TO PRESERVATIVE USED NAME OF TREATING PLANT RETENTION IN LBS/CU FT p ~ U BE FURNISHED, DELIVERED, AND INSTALLED BY CONTRACTOR WITHOUT SIEVE. 185. STYLE 6"X6", W1.4 X W1.4 W.W.M. AT CONCRETE SLABS IN BUILDING. Q �-+ _ W ADDITIONAL EXPENSE TO OWNER. THE FOLLOWING STANDARDS AND SUITABLE END USE. u.. B. AT EXTERIOR CONCRETE SLABS USE FLAT SHEETS OF WELDED STEEL WIRE 1. ASTM A 82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS AND TIES r E. DEVIATIONS FROM MATERIALS, METHODS, AND PROCEDURES SET FORTH PREPARATION B. USE TREATED LUMBER WHEN FRAMING MEMBERS ARE IN CONTACT WITH HEREIN MUST BE APPROVED IN WRITING BY THE OWNER/ARCHITECT. A. PROTECT EXISTING UTILITIES IDENTIFIED IN CONTRACT DOCUMENTS DURING FABRIC, 6X6 , W1.4 X W1.4 W.W.M. 2. ASTM A 36 FOR PLATE, HEAD AND BENT BAR ANCHORS CONCRETE, CMU OR METAL. SEAL U APPROVAL WILL NOT BE GIVEN UNLESS THE OWNER/ARCHITECT IS SATISFIED EXCAVATION. C. USE CONCRETE BRICKS OR "MESH UPS" SPACED AT 2'-0" 0. C. EACH WAY 3. ASTM A 366 FOR SHEET METAL ANCHORS AND TIES THE PROPOSED SYSTEM IS SUPERIOR IN PERFORMANCE, DURABILITY, TO SUPPORT WIRE MESH PRIOR TO CASTING CONCRETE. C. AMERICAN WOOD-PRESERVER'S ASSOCIATION STANDARDS , B. IF EXISTING UTILITY LINES NOT IDENTIFIED IN CONTRACT DOCUMENTS ARE B. SINGLE -WYTHE MASONRY - 1. AWPA U1-07, USER SPECIFICATION FOR TREATED WOOD LONGEVITY, AND RELIABILITY TO THAT SPECIFIED. ENCOUNTERED, CONTACT OWNER/ AUTHORITY HAVING JURISDICTION BEFORE 1. DUR-O-WAL 9 LADDER TYPE WITH TWO LEGS OR ARCHITECT'S APPROVED F. SUBMISSION OF A BID OR PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT PROCEEDING. REINFORCING STEEL GENERAL EQUAL. 2. AWPA T1-07, 'PROCESSING AND TREATMENT STANDARD' CONTRACTOR HAS FAMILIARIZED HIMSELF/HERSELF WITH DRAWINGS, A. REINFORCING STEEL SHALL BE A MINIMUM GRADE 60, MINIMUM, DEFORMED 3. AWPA P5-07 'STANDARD FOR WATERBORNE PRESERVATIVES' SPECIFICATIONS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE TYPE AND BE FREE OF HEAVY RUST SCALES AND FLAKES AND IDENTIFIED 04 EXECUTION PERFORMANCE ,GALVANIZATION 4. AWPA P8-07 STANDARD FOR OIL-BORNE PRESERVATIVES' O PROPOSAL FOR MATERIALS AND/OR LABOR DUE TO DIFFICULTIES IN ACCORDANCE WITH ASTM A615, A616, A617 OR A706. W ENCOUNTERED WILL NOT BE RECOGNIZED, UNLESS DIFFICULTIES COULD NOT A. COMPACT BUILDING AND CONCRETE SLAB AREAS UNTIL SOIL AT A DEPTH OF B. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO ACI 315-92 A. METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT > HAVE BEEN FORESEEN EVEN THOUGH PROPER EXAMINATION HAD BEEN MADE. 12 BELOW COMPACTED SURFACE HAS ATTAINED A MINIMUM OF 95% OF THE DETAILS AND DETAILING OF CONCRETE REINFORCEMENT AND DETAILS ON DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE FASTENERS AND ADHESIVES � SOILS MODIFIED PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY ASTM WITH ASTM A 153, CLASS B-2. METAL ACCESSORIES FOR USE IN INTERIOR h G. IN THE EVENT OF CONTRADICTIONS, ON THESE DRAWINGS FROM SHEET TO DRAWINGS. SHEET, AND/OR BETWEEN ALL MECHANICAL, PLUMBING, ELECTRICAL, D-1557. C. REINFORCING STEEL SHALL BE AS DESIGNATED ON DRAWINGS AND WALL CONSTRUCTION SHALL BE MILL GALVANIZED IN ACCORDANCE WITH ASTM A. WOOD SCREWS: STANDARD TYPE AND MAKE FOR JOB REQUIREMENTS W - A 641, CLASS 1. B. EXCAVATION B. EXPANSION BOLTS: STANDARD TYPE AND MAKE FOR JOB REQUIREMENTS ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS AND SPECIFICATIONS, THE SCHEDULES. WHEN TWO BARS ARE REQUIRED IN THE SAME CELL OR BOND, CONTRACTOR SHALL INCLUDE IN HIS BID COST OF THE MOST RESTRICTIVE 1. BUILDING FOOTINGS, FOUNDATIONS AND SLABS - THEY MAY BE BUNDLED. SPLICES SHALL BE LAP SPLICES. C. POWDER ACTUATED FASTENERS: ACCEPTABLE MANUFACTURERS (COSTLY) ACTION SPECIFIED. ALL DISCREPANCIES SHALL BE BROUGHT TO a. EXCAVATE AS NECESSARY FOR PROPER PLACEMENT AND FORMING 0 1. SPLICE LENGTHS FOR GRADE 60 STEEL SHALL BE A MINIMUM OF 40 BAR MASONRY WORK. GENERAL W A. ALL MORTAR JOINTS FOR HOLLOW UNIT MASONRY SHALL EXTEND THE FULL 1. HILTI, TULSA, OK (800) 879-8000 THE ARCHITECT AND CONTRACTOR'S ATTENTION PRIOR TO FOOTINGS, FOUNDATIONS AND CONCRETE SITE ELEMENTS. DIAMETERS (35 INCHES) FOR NO. 7 BARS. 0 WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY SHALL BE 2. ITW RAMSET, WOOD DALE, IL (630) 350-0370 Robert E. Taylor, Architect 0 PRE-CONSTRUCTION CONFERENCE, FOR CLARIFICATION OF THE WORK TO BE b. BOTTOM OF EXCAVATIONS TO RECEIVE FOOTINGS SHALL BE 2. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS FOLLOWS: FULL HEAD AND BED JOINTS. Reg No. AR 0005964 � PERFORMED. ANY COSTS GENERATED AS A RESULT OF FAILURE TO IDENTIFY UNDISTURBED SOIL OR COMPACTED FILL. a. WELDED WIRE FABRIC 12 INCHES 3. EQUALS AS APPROVED BY ARCHITECT BEFORE INSTALLATION THESE DISCREPANCIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. c. BACKFILL OVER-EXCAVATED AREAS WITH COMPACTED BASE MATERIA B. BED JOINTS SHALL BE 3/8 INCH (+ OR - 1/8 INCH) THICK. HEAD JOINTS D. CONSTRUCTION MASTICS: MEET REQUIREMENTS OF AMERICAN PLYWOOD b. ALL OTHERS 40 BAR DIAMETERS SHALL BE 3/8 INCH (+ 3/8 INCH OR 1/4 INCH) THICK. H. SHOULD ANY QUESTIONS AND/OR DISCREPANCIES ARISE REGARDING THE 2. UTILITY TRENCHES - 3. SPLICES IN TOP REINFORCING STEEL SHALL BE MADE AT MID-SPAN. ASSOCIATION SPECIFICATION AFG-01 SEPTEMBER 1974. USE PHENOL CONTRACT DOCUMENTS AND/OR FIELD CONDITIONS, THE CONTRACTOR SHALL a. UNLESS OTHERWISE INDICATED, EXCAVATION SHALL BE OPEN CUT. C. BED JOINT OF STARTING COURSE PLACED OVER FOOTINGS SHALL BE RESORCINOL TYPE FOR USE ON PRESSURE TREATED WOOD PRODUCTS. 4. SPLICES AT BOTTOM STEEL SHALL BE MADE OVER SUPPORTS. PERMITTED TO VARY IN THICKNESS FROM A MINIMUM OF 1 4 INCH TO A CONTACT THE ARCHITECT FOR PROPER INTERPRETATION AND/OR SHORT SECTIONS OF TRENCH MAY BE TUNNELED IF PIPE CAN BE / E. FRAMING ANCHORS: PROVIDE MANUFACTURER'S APPROVED FASTENERS IN D. REINFORCEMENT MAY BE BENT IN THE SH0:1� OR IN THE FIELD PROVIDED: CLARIFICATION PRIOR TO THE COMMENCEMENT OF ANY WORK. IN THE SAFELY AND PROPERLY INSTALLED AND BACKFILL CAN BE PROPERLY MAXIMUM OF 3/4 INCH. EACH HOLE OF EACH FRAMING ANCHOR TYPICAL. a' ABSENCE OF SJCH REQUEST AND/OR AUTHORIZATION FROM THE ARCHITECT, TAMPED IN TUNNEL SECTIONS AND IF APPROVED BY OWNER 1. ALL REINFORCEMENT SHALL BE BENT COLD. D. MASONRY WALLS SHALL BE RUNNING BOND CONSTRUCTION. 9 GAUGE MINIMUM ' 0 / / 2. DIAMETER OF BEND MEASURED IN INSIDE OF BAR, IS TO BE NOT LESS F. USE HOT DIPPED, GALV. OR ZMAX TREATED STRAPS AND ANCHORS IN THE CONTRACTOR WILL BE PROCEEDING AT HIS OWN RISK. AUTHORITY HAVING JURISDICTION. � HORIZONTAL JOINT REINFORCEMENT SHALL BE PLACED IN BED JOINTS AT NOT COMBINATION WITH PRESSURE TREATED WOOD. i. THIS CONTRACTOR SHALL PAY FOR ALL INSPECTIONS, PERMITS, CERTIFICATES b. EXCAVATE TO PROPEL' ALIGNMENT, DEPTH, AND GRADE. EXCAVATE THAN SIXDIAMETERS. O.C. . AND LICENSE FEES IN CONNECTION WITH THIS WORK. THIS CONTRACTOR IS TO SUFFICIENT WIDTH TO ALLOW ADEQUATE SPACE FOR PROPER 3. REINFORCING BAR NG PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD EMORE THAN 16" OVERTICALLY. JOINT REINFORCEMENT SHALL BE FULLY EMBEDDED IN MORTAR OR GROUT G. ACCEPTABLE MANUFACTURERS RESPONSIBLE FOR ACQUIRING ALL PERMITS AND SCHEDULING APPROPRIATE INSTALLATION AND INSPECTION OF UTILITY PIPING. BENT. WITH A MINIMUM COVER OF 5/8 INCH WHEN EXPOSED TO EARTH OR 1. ADVANCED CONNECTOR SYSTEMS (ACS), PHOENIX, AZ (800)462-6779 INSPECTIONS DURING CONSTRUCTION WITH THE AUTHORITY HAVING C. COMPACTING WEATHER AND 1/2 INCH WHEN NOT EXPOSED TO EARTH OR WEATHER. 2. UNITED STEEL PRODUCTS CO, INC, MONTGOMERY, MN (800)328-5934 JURISDICTION 1. GENERAL EXPANSION JOINTS A. MANUFACTURED COMMERCIAL FIBER TYPE MEETING REQUIREMENTS OF ASTM 3. SIMPSON STRONG TIE CO, SAN LEANDRO, CA (800) 999-5099 a. IF SITE MATERIAL WILL NOT COMPACT TO SPECIFIED DENSITY OR IT I � 4. EQUALS AS APPROVED BY ARCHITECT BEFORE INSTALLATION DIVISION 02 - SITE WORK SUSPECTED NR CTEDTHPAT IUC ILL NOT, REMOVE AND REPLACE WITH MATERIA D1751 AND INCH THICK. DIVISION 05 - STRUCTURAL STEEL 8� SPECIFIED OD SECTION ABOVE. M PREPARATION OF CONDITIONS b. FILL/BACKFILL LABS AND CONCRETE FOOTINGS - PLACE IN 4 A. TRACTION JOINTS SAW-CUTJOINTS WHEN CONCRETE WILL SUPPORT SAW AND OPERATOR MISCELLANEOUS METAL WOOD FRAMING AND BLOCKING M A. SITE VERIFICATION1) UNDER BUILDING S A. L MIBER 2 INCHES OR LESS IN NOMINAL THICKNESS IS NOT TO EXCEED 19 WITHOUT DAMAGING FINISH OR WITHIN A MAXIMUM OF 8 HOURS AFTER METAL FASTENING - i 1. 48 HOURS MINIMUM PRIOR TO PERFORMING ANY WORK ON SITE, CONTACT TO 6 INCH MAXIMUM LAYERS, DAMPEN (DO NOT SOAK), AND PERCENT IN MOISTURE CONTENT AT TIME OF FABRICATION AND INSTALLATION SUNSHINE STATE ONE CALL OF FLA, INC, 800-432-4770 TO ARRANGE COMPACT TO 95 PERCENT MINIMUM OF MAXIMUM DENSITY AS CONCRETEPLACEMENT. CUT TO BE MIN. OF 25% OF DEPTH OF SLAB (IE 4" A. SUMMARY AND IS TO BE STAMPED "S-DRY", "K-D" OR "MC15". N FOR UTILITY LOCATION SERVICES. ESTABLISHED BY ASTM D 1557. SLAB = 1" DEEP DEEP CUT). 1. INCLUDES BUT NOT LIMITED TO: B. LUMBER: NO. 2 W/ FIBER STRESS GREATER OR EQUAL TO 1600 psi (SYP) U 2. PERFORM MINOR, INVESTIGATIVE EXCAVATIONS TO VERIFY LOCATION OF 2) SITE UTILITY TRENCHES - PLACE FILL IN 4 INCH LAYERS, a. QUALITY OF STRUCTURAL STEEL, MISCELLANEOUS METAL AND SOUTHERN YELLOW PINE, S4S. VARIOUS EXISTING UNDERGROUND FACILITIES AT SUFFICIENT LOCATIONS TO MOISTURE CONDITION TO PLUS OR MINUS 2 PERCENT OF OPTIMUN CONCRETE STRUCTURAL BOLTS USED ON PROJECT. ASSURE THAT NO CONFLICT WITH THE PROPOSED WORK EXISTS AND MOISTURE CONTENT, AND COMPACT TO 95 PERCENT MINIMUM OF A. 3,000 PSI CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE b. REQUIREMENTS AND STANDARDS FOR SITE WELDED METAL-TO-METAL C. TOLERANCES SUFFICIENT CLEARANCE IS AVAILABLE TO AVOID DAMAGE TO EXISTING MAXIMUM DENSITY AS ESTABLISHED BY ASTM D-1557 TO WITHIN STRENGTH OF 3,500 PSI AT 28 DAYS, TESTED IN ACCORDANCE WITH ASTM C CONNECTIONS. 1. 1/ , INCH IN 20 FEET, NON-CUMULATIVE IN LENGTH OF WALL. FACILITIES. 12 INCHES OF FINISH GRADE. 39. MIX CONCRETE ACCORDING TO ACI STANDARDS WITH A MINIMUM B. SUBMITTALS 2. 1/8 INCH IN 10 FEET WITH 1/4 INCH MAXIMUM IN HEIGHT OF WALL. B. PROTECTION AMOUNT OF WATER. 1. DETAILING OF ALL STRUCTURAL STEEL AND CONNECTIONS SHALL BE 3. DISTANCES BETWEEN PARALLEL WALLS ARE TO BE 1/4 INCH MAXIMUM 1. SPILLAGE REPAIR / RESTORATION B. GROUT FOR FILLING CMU CELLS OR PRE-CAST CONCRETE LINTELS SHALL USE SHOWN ON SHOP AND ERECTION ,DRAWINGS PREPARED BY THE ALONG LENGTH AND HEIGHT OF WALL. ~ a. AVOID SPILLAGE BY COVERING AND SECURING LOADS WHEN HAULING A. DAMAGE TO OTHER PORTIONS OF THE WORK DUE TO WORK OF THIS SECTION A PEA GRAVEL MIX WITH APPROPRIATE CEMENT, SAND, AGGREGATE AND FABRICATOR FOR THE ARCHITECTS REVIEW PRIOR TO FABRICATION. ON OR ADJACENT TO PUBLIC STREETS OR HIGHWAYS. SHALL BE REPAIRED AT NO ADDITIONAL COST TO OWN WATER TO MEET OR EXCEED THE REQUIREMENTS FOR 3,000 PSI STRENGTH. C. RELATED SECTIONS: D. STUD LAYOUT b. REMOVE SPILLAGE AND SWEEP, WASH, OR OTHERWISE CLEAN PROJECT, C. MIX PLANT TO FURNISH CONCRETE MIX DEIGN AND DELIVERY TICKETS FOR 1. FURNISHING AND INSTALLING OF STRUCTURAL BOLTS SPECIFIED UNDER 1. OPENINGS: DOUBLE STUDS. o STREETS, AND HIGHWAYS. FINISH GRADING MATERIALS EACH BATCH OF CONCRETE. SECTION CONCERNED. 2. CORNERS AND PARTITION INTERSECTIONS: TRIPLE STUDS. W 2. EROSION CONTROL �, SLAB GRADES ARE TO BE WITHIN PLUS OR MINUS 1/4 INCH OF SPECIFIED 2. PERFORMANCE OF WELDING SPECIFIED UNDER SECTION CONCERNED. 3. TOP PLATES IN BEARING PARTITIONS: DOUBLED AND LAPPED. A. EXISTING OR IMPORTED TOPSOIL - PROVIDE 4 MINIMUM OVER PROPERLY a. TAKE PRECAUTIONS NECESSARY TO PREVENT EROSION AND GRADED AND COMPACTED AREAS DESIGNATED TO RECEIVE SOD OR SEED. BUILDING FINISH FLOOR ELEVATION AND LOCAL SLAB LEVELNESS IS TO BE D. REFERENCES a. STAGGER JOINTS AT LEAST 48". TRANSPORTATION OF SOIL DOWNSTREAM, TO ADJACENT PROPERTIES, 1. FERTILE, LOOSE, FRIABLE SOIL MEETING FOLLOWING CRITERIA 1/8 INCH IN 10 FEET, MAXIMUM. / 1. AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN WELDING AND INTO ON-SITE OR OFF-SITE DRAINAGE SYSTEMS. D. CONCRETE FINISHING: SOCIETY: E. HEADERS: UNLESS OTHERWISE SHOWN, SHALL BE: ^ � b. DEVELOP, INSTALL, AND MAINTAIN AN EROSION CONTROL PLAN AS a. CHEMICAL CHARACTERISTICS 1 ACIDITY ALKALINITY RANGE - PH 5.5 TO 6.8 1. EXPOSED VERTICAL JOINTS - RUBBED FINISH a. ANSI / AWS D1.1 'STRUCTURAL WELDING CODE - STEEL.' 1. ACCORDING TO DETAIL. REQUIRED BY LAW. ) / 2. EXTERIOR FLAT SLABS - LIGHT BROOM FINISH. ' 2. USE PLYWOOD SPACERS A AP U b. ANSI AWS 01.3, STRUCTURAL WELDING CODE - SHEET STEEL. S APPLICABLE. � c. REPAIR AND CORRECT DAMAGE CAUSED BY EROSION. 2) SOLUBLE SALTS - LESS THAN 2.0 MMHOS/CM 3. ° INTERIOR FLATWORK - STEEL TROWEL FINISH / 2. AMERICAN SOCIETY FOR TESTING AND MATERIALS: F. BEAMS W C. PREPARATION 3} SODIUM ABSORPTION RATIO (SAR) - LESS THAN 3.0 V 1. PROTECTION - PROTECT UTILITIES AND SITE ELEMENTS FROM DAMAGE. 4) ORGANIC MATTER - 1GREATER THAN ONE PERCENT BUT LESS AGGREGATES a. ASTM A 36, STANDARD SPECIFICATION FOR CARBON STRUCTURAL 1. STAGGER INDIVIDUAL MEMBERS OF MULTIPLE SPAN BUILT-UP BEAMS, SO STEEL.' OVER ANY ONE SUPPORT, NO MORE THAN HALF OF THE MEMBERS WILL 2. GRADE SITE TO PROHIBIT PONDING OF STORMWATER OR SURFACE WATER THAN 15% A. MEET REQUIREMENTS OF ASTM C33 HAVE A JOINT. RUNOFF. b. PHYSICAL CHARACTERISTICS - E-' b. ASTM A 108, STANDARD SPECIFICATION FOR STEEL BARS, CARBON, COLD FINISHED2. ALL JOINTS TO OCCUR OVER SUPPORTS. , STANDARD QUALITY.' ter"" 1) GRADATION AS DEFINED BY USDA TRIANGLE OF PHYSICAL CURING 3. WOOD SHIMS ARE NOT ACCEPTABLE UNDER BEAM E O SITE CLEARING CHARACTERISTICS AS MEASURED BY HYDROMETER. c. ASTM A 307 'STANDARD SPECIFICATION FOR CARBON STEEL BOLTS A. KEEP CONCRETE MOIST SEVEN DAYS MINIMUM FOR REGULAR CONCRETE AND AND STUDS 60,000 PSI TENSILE STRENGTH.' G. JOISTS: Q A. LIMITS OF CONSTRUCTION a) SAND - 90 PERCENT SUBJECT TO ORGANIC MATTER THREE DAYS FOR HIGH EARLY STRENGTH. USE CONCRETE CURING W 1. PERFORM STRIPPING, CLEARING AND GRUBBING AS SHOWN ON DRAWINGS. CONTENT COMPOUNDS TO REPLACE MOIST CURING AT CONTRACTOR'S OPTION. d. ASTM A 32 'STANDARD SPECIFICATION FOR HIGH-STRENGTH BOLTS 1. CONTINUOUS FROM BEARING, NO SPLICES. Q B. STRIPPING b B. LOW VOC {LESS THAN 350 GRAMS PER LITER), WATER BORNE, MEMBRANE SILT - 5 PERCENT OR LESS FOR STRUCTURAL STEEL JOINTS.' 2. DO NOT DRILL, CUT OR IN ANY WAY IMPUNE STRUCTURAL INTEGRITY OF W 1. STRIP PROPOSED CONSTRUCTION LIMITS OF ALL GRASS, ROOTS, TOPSOIL, c) CLAY - 5 PERCENT OR LESS FORMING CURING COMPOUND MEETING REQUIREMENTS OF ASTM C 309, TYPE e. ASTM A 496, 'STANDARD SPECIFICATION FOR STEEL WIRE, DEFORMED, JOISTS WITHOUT PERMISSION FROM ARCHITECT. CONSTRUCTION DEBRIS, PAVEMENT AND OTHER DELETERIOUS MATERIAL2) CLEAN AND FREE FROM TOXIC MINERALS AND CHEMICALS, 2• FOR CONCRETE REINFORCEMENT.' 3. PROVIDE AND INSTALL JOIST HANGERS AS REQUIRED TO ENSURE FULL W WITHIN 3 FEET BEYOND ALL BUILDING AREAS (EXCEPT WHERE LIMITED BY NOXIOUS WEEDS, ROCKS LARGER THAN 1 INCH IN ANY 1. QUALITY STANDARD - 1200 WHITE BY W R MEADOWS. E. QUALITY ASSURANCE BEARING OF MEMBERS. w M Con PROPERTY LINE LIMITS) 6 INCHES DEEP MINIMUM. DEEPER CLEARING AND DIMENSION, AND OTHER OBJECTIONABLE MATERIALS. 2. QUALITY STANDARD - VOCOMP 20 CURE AND SEAL BY W R MEADOWS. 1. QUALIFICATIONS: WELDERS SHALL BE CERTIFIED 30 DAYS, MINIMUM, H. SILL PLATES Q GRUBBING DEPTHS MAY BE ENCOUNTERED IN HEAVILY VEGETATED AREAS 3) SOIL SHALL NOT CONTAIN MORE THAN 2 PERCENT OF PARTICLES BEFORE BEGINNING WORK ON PROJECT. IF THERE IS DOUBT AS TO 1. NON-BEARING WALLS: (� WHERE MAJOR ROOT SYSTEMS ARE ENCOUNTERED. PROFICIENCY OF WELDER, ARCHITECT MAY REQUIRE WELDER TO TAKE 2. THOROUGHLY GLEAN AND RAKE AREAS DESIGNATED TO RECEIVE NEW MEASURING OVER 1/16 INCH IN LARGEST SIZE. COMMERCIAL NONSHRINK GROUT " � x ANOTHER TEST AT NO EXPENSE TO OWNER. CERTIFICATION SHALL BE a. FASTEN AT 24 O.C. MAXIMUM AND WITHIN 8 OF END OF PLATE. CONSTRUCTION. A. CONFORM TO REQUIREMENTS OF ASTM C 1109, TYPE B OR C BY PITTSBURGH LABORATORIES OR OTHER AUTHORITY APPROVED BY L SILL SEALER: USE CLOSED CELL POLYETHYLENE FOAM, 1/4 INCH THICK BY 3. AFTER PROJECT FILL, BACKFILL, AND LANDSCAPE TOPSOIL REQUIREMENTS TERMITE TREATMENT 1. USE NON-SHRINK GROUT FOR ANCHORAGE OF PIPE RAILS AND/ OR ARCHITECT. PLATE WIDTH AT ALL EXTERIOR SILL PLATES. ARE SATISFIED, REMOVE EXCESS EXISTING TOPSOIL. A, FURNISH AND INSTALL COMPLETE PRECONSTRUCTION SOILS TREATMENT MECHANICAL EQUIPMENT. 2. CERTIFICATIONS: MAINTAIN WELDER'S CERTIFICATIONS ON JOB-SITE. �y W 4. REMOVE FPOM SITE VEGETATIVE LAYER AND SURFACE DEBRISUNDER SLABS, NEW CONSTRUCTION AND ADJACENT TO CONSTRUCTION IN J. BLOCKING (NAILERS) � DISPOSE OF LEGALLY. THIS CONTRACT TO PROVIDE UNIFORM TOXIC BARRIER IN ALL ROUTES OF EPDXY ADHESIVE PRODUCTS 1. PROVIDE BLOCKING IN METAL FRAMING AS REQUIRED FOR HARDWARE, 5. DO NOT BURY CUTTINGS, STUMPS, ROOTS, AND OTHER VEGETATIVE TERMITE ENTRY IN ACCORDANCE WITH FLORIDA BUILDING CODE. A. ACCEPTABLE PRODUCTS AND MANUFACTURERS A. STEEL WORK SHALL CONFORM TO AISC MANUAL FOR STRUCTURAL STEEL SPECIALTIES, EQUIPMENT, BATH ACCESSORIES, GRAB BARS, HANDRAILS, MATTER OP BURNT WASTE MATERIAL ON SITE. B. FURNISH WRITTEN WARRANTY WHICH SHALL INCLUDE A STATEMENT OF 1. HIT HY-150 SYSTEM BY HILTI BUILDINGS - ALLOWABLE STRESS DESIGN. MECHANICAL AND ELECTRICAL ITEMS, ETC. { t� C. REPAIR / RESTORATION CONCENTRATIONS, RATES OF APPLICATION USED AND EFFECTIVENESS OF 2. EPCON SYSTEM BY ITW RAMSET / REDHEAD B. MATERIAL SHALL CONFORM TO THE FOLLOWING EXCEPT AS NOTED; 2. PROVIDE BLOCKING IN FRAMING WHERE REQUIRED TO PROVIDE SUPPORT U 1. DAMAGE TO OTHER PORTIONS OF THE WORK DUE TO WORK OF THIS TREATMENT AGAINST SUBTERRANEAN TERMITES. 1. STRUCTURAL STEEL - ASTM A992 FOR WALL HUNG CABINETS DOOR JAMBS DRYWALL JOINTS IN GYPSUM W 3. POWER-FAST SYSTEM BY POWERS FASTENING . SECTION SHALL BE REPAIRED AT NO ADDITIONAL COST TO OWNER. C. FURNISH AND INSTALL COMPLETE SOILS TREATMENT INFESTATION 2. ANCHOR BOLTS AND MACHINE BOLTS - ASTM A307 WALLBOARD AND AS NOTED ON DRAWINGS. (n GUARANTEE FOR ONE YEAR MINIMUM FROM ACCEPTANCE DATE OF PROJECT 4. SET ADHESIVE BY SIMPSON K. FIRESTOP BLOCKING Z 2. ON NEW WORK, DAMAGE SHALL BE REPAIRED BY ORIGINAL INSTALLER. 5. ULTRABOND BY U S ANCHOR 3. PIPE COLUMNS - ASTM A53, GRADE B O D. USE ONLY TREATMENT AND PRODUCTS AS APPROVED BY OWNER. 4. STRUCTURAL STEEL TUBING - ASTM A500, GRADE B 1. PROVIDE IN SPACES IN WALLS OVER 10 FEET HIGH AND AT CEILINGS AND D. CLEANING E. SUBMITTALS B. INSTALLATION 1. DEBRIS AND MATERIAL NOT NECESSARY FOR PROJECT ARE PROPERTY OF 1. EMBEDMENT AS RE UIRED TO COMPLY W MAN F 5. HIGH STRENGTH BOLTS - ASTM A325. FLOOR LEVELS. W �-- 4. PRODUCT DATA - SUBMIT CHEMICAL MANUFACTURERS PRINTED Q / U ACTURER S PRINTED J CONTRACTOR AND ARE TO BE REMOVED FROM SITE PRIOR TO C. MANUFACTURED UNITS L. ADHESIVES: �_ '<C LITERATURE REGARDING CHEMICAL COMPOSITION, CONCENTRATION, AND DATA FOR SPECIFIED UPLIFT AND/ OR LATERAL RESISTANCE. U <C COMPLETION OF PROJECT. REPLACE WITH RATES AND METHOD OF APPLICATION. 2. HOLES SHALL BE CLEANED WITH COMPRESSED AIR PRIOR TO 1. BOLTS AND THREADED FASTENERS: 1. CONSTRUCTION MASTICS: MEET REQUIREMENTS OF AMERICAN PLYWOOD W 2. IF MATERIAL NECESSARY FOR PROJECT IS HAULED AWAY, INSTALLATION. a. ANCHORS BOLTS: CONFORM WITH ASTM A 36. ASSOCIATION SPECIFICATION AFG-01 SEPTEMBER 1974. USE z SPECIFIED FILL / BACKFILL MATERIAL AT NO ADDITIONAL COST TO F. EXECUTION 1) ANCHOR BOLTS: NON-HEADED TYPE THREADED 2 INCHES, PHENOL-RESORCINOL TYPE FOR USE ON PRESSURE TREATED WOOD 0 OWNER. 1. QUALIFICATIONS - USE OF SPECIFIED CHEMICALS IS RESTRICTED TO CERTIFIED APPLICATORS, OR PERSONS UNDER THEIR DIRECT SUPERVISION METAL FASTENING MINIMUM, CONFORMING TO ASTM A 307, GRADE A. ANCHOR PRODUCTS. W O �. + FILL SUITABILITY AND ONLY FOR THOSE USES COVERED BY CERTIFIED APPLICATOR'S A. MACHINE BOLTS ARE TO BE NON-HEADED GRADE A-325 AND THREADED 2 HOOK TO PROJECT 2 INCHES, MINIMUM, INCLUDING BOLT DIAMETER. Cn � CERTIFICATION. INCHES MINIMUM. 2) METAL TO METAL CONNECTIONS: ASTM A 325 HIGH STRENGTH � A. PRODUCTS 2. REGULATORY REQUIREMENTS - REQUIREMENTS FOR APPLICATION BY B. ANCHOR BOLTS CAST INTO CONCRETE ARE TO BE A-325 GRADE A. 1. SITE MATEFDAL - SANDY SOILS (WITH EXCEPTION OF TOPSOIL) EXCAVATEDCERTIFIED APPLICATORS PRESUMES THAT MANUFACTURER'S REQUIREMENT C. ALL OTHER BOLTS A-307 GRADE A. BOLTS AND NUTS. W FROM SITE (SP, SP-SC) ARE CONSIDERED SUITABLE FOR USE AS AND THOSE OF FEDERAL, STATE, AND LOCAL REGULATORY AGENCIES 3) ALL OTHER BOLTS: CONFORM TO REQUIREMENTS OF ASTM Al STRUCTURAL FILL IF IT CONSISTS OF INORGANIC, NON-PLASTIC SAND SHALL BE MET. D I VISION 0 - MASONRY 2. ARC-WELDING E307, LECTRODES: TYPE E70XX AWS IRON AND STEEL � „ - � CONTAINING LESS THAN 10% PASSING THE N0. 200 SIEVE AND IS FREE 3. COMPLY WITH REQUIREMENTS OF FLORIDA BUILDING CODE. OF ROOTS AND OTHER DELETERIOUS DEBRIS. ARC-WELDING ELECTRODES AND MEETING CURRENT AISC SPECIFICATIONS. Lu a. SOIL EXCAVATED FROM SITE CONSIDERED SUITABLE FOR USE AS G WARRANTY GROUTING W u � 04 1. FURNISH WRITTEN WARRANTY WHICH INCLUDES CHEMICAL CONCENTRATION A. CMU CELLS: EXECUTION °' u' C° �J U STRUCrt1JRAL FILL SHALL HAVE MOISTURE CONTENT WITHIN 2% OF OPTIMUM MOISTURE CONTENT BASED ON ASTM D 1557. AND APPLICATION RATES SHOWING COMPLIANCE WITH CONTRACT 1. FULLY GROUT CELLS AS FOLLOWS - A. PERFORMANCE F DOCUMENTS, CHEMICAL MANUFACTURER'S RECOMMENDATIONS, AND a. MASONRY PROTRUSION XT INCH ORM R INTO 1. WELDING SHALL MEET REQUIREMENTS OF ANSI AWS 01.1 AND D1. Y _ SHEET NO x 2. IMPORTED SILL / BACKFILL S EXTENDING MORE 0 CELL OR / 3• x DIMENSIONS ON THIS DRAWING ARE TO APPLICABLE GOVERNMENTAL REGULATIONS. WARRANTY SHALL STATE CAVITIES TO BE GROUTED SHALL BE REMOVED 2. MINIMUM WELD SIZES UNLESS DETAILED OTHERWISE , a. WELL GRADED MATERIAL FREE FROM DEBRIS, ORGANIC MATERIAL, „ r ..v BE READ AS PLUS OR MINUS AND SHALL CONCENTRATIONS AND RATES OF EFFECTIVENESS OF TREATMENT AGAINS b. CELLS CONTAINING REINFORCING BARS OR ANCHOR BOLTS SHALL BE a. WELD PIPE COLUMNS TO BASE PLATES AND TOP PLATES WITH 1/4a a �;5 �-' FROZEN MATERIALS, BRICK, LIME, CONCRETE, AND OTHER MATERIAL SUBTERRANEAN TERMITE IINFESTATION IS GUARANTEED FOR ONE YEAR . = Ty ..._. BE FIELD VERIFIED BY THE GENERAL INCH FILLET WELD ALL AROUND. v_ - t WHICH WOULD PREVENT ADEQUATE PERFORMANCE OF BACKFILL. GROUTED SOLID , ., ,.,t ._�.. .� U A41 3 O CONTRACTOR PRIOR TO CONSTRUCTION • U ARE USED, TRUSS FABRICATOR, AND PROJECT NAME AND ADDRESS. 2. ORDER INSULATION BY 'R' FACTOR RATHER THAN 'U' FACTOR, RATING OR F. PRIMARY UNDERLAYMENT DATE SHEATHING - OR PRP-133 3. TRUSSES SHALL BE DESIGNED BY REGISTERED FLORIDA ENGINEER TO THICKNESS AND IN ACCORDANCE WITH ASTM C665, TYPE I. a. OVER NEW ROOF DECK AND AREAS TO BE REPAIRED / RE-ROOFED, 01 OCTOBER 2016 I ., A. MEET REQUIREMENTS OF PS 1-95, PS 2-92, PRP 108 (APA), ACCOMMODATE ALL APPLICABLE LIVE AND DEAD LOADS. 3. "R" FACTOR REQUIRED PROVIDE TIITANIUM UDL 30 UNDERLAYMENT OVER ENTIRE ROOF FILE NUMBER U (TECO). GS. ORIENTED STRAND 4. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO a. R13 - 4" EXTERIOR WALLS - FACED SUBSTRATE. 515 a 1. USE ONLY PLYWOOD AS INDICATED ON DRAWINGS. ORDERING FOR FABRICATION. b. APPROVED MANUFACTURERS:TIITANIUM UDL UNDERLAYMENT BY BOARD (OSB) IS NOT ACCEPTABLE. b. R19 - 6" EXTERIOR WALLS - FACED INTERWRAP INC., 32923 MISSION WAY, MISSION, BC, CANADA V2V 6E4, SHEET OF SHEATHING SHALL BE STAMPED AS FOLLOWS: c. R38- ROOF /CEILING ASSEMBLIES - FACED 800-567-9727 OR: 604-820-5400 WWW.INTERWRAP.COM/TITANIUM Q 2. EVERY GENERAL FINISH CARPENTRY REQUIREMENTS a. APPROPRIATE APA, TECO, OR PFS GRADE STAMP IDENTIFYING GENERAL B. ACCEPTABLE MANUFACTURERS MEETS OR EXCEEDS THE FOLLOWING STANDARDS: � O THICKNESS AND SPAN RATING. 1. OWENS CORNING FIBERGLASS CORP, TOLEDO, OH 800-832-3585 1) CLASS A FIRE ASTM E108 Z Z b. SHEATHING SHALL BE STAMPED 'SIZED FOR SPACING'. A. REFERENCES ' STANDARDS, 8TH EDITION CERTAINTEED CORP, VALLEY FORGE, PA 800-233-8990 2) NAIL SEALABILITY MODIFIED ASTM D1970 o 1. AWi, ARCHITECTURAL WOODWORK QUALITY STA 2. EQUAL AS APPROVED BY OWNER. 11 Q c. EXPOSURE 1 OR EXTERIOR. 3) PERMEABILITY ASTM E96 (0.06 PERMS), 11 1, � j VERSION 2.0, OR LATEST EDITION. 3. SHEATHING SHALL NOT EXCEED 18 PERCENT MOISTURE CONTENT WHEN 2. PERFORMANCE REQUIREMENTS: AWI CUSTOM GRADE IS MINIMUM C. INSTALLATION 4) WATER TRANSMISSION ASTM D4869, , w I� FABRICATED OR MORE THAN 19 PERCENT WHEN INSTALLED IN PROJECT. ACCEPTABLE STANDARD, EXCEPT WHERE EXPLICITLY SPECIFIED OTHERWIS 1. INSULATION SHALL BE MANUFACTURED AND INSTALLED TO BE IN �.11 SED FOR SAME PURPOSE SHALL BE OF SAME THICKNESS. OF ARCHITECTURAL WOODWORK. COMPLIANCE WITH FLORIDA BUILDING CODE AND OTHER APPLICABLE 5) TEAR STRENGTH ASTM D4533, 4. SHEATHING U FOR INSTALLATION 6 TENSILE STRENGTH ASTM D751, IN ALL CASES, THICKNESS SPECIFIED IS MINIMUM REQUIRED REGARDLESS BUILDING CODES. ) =- " 4 - W B. GENERAL ARCHITECTURAL WOODWORK INSTALLATION xr ' un OF SPAN RATING. 2. CUT OUT INSULATION TO PROVIDE 6" CLEARANCE AROUND RECESSED 7) BURST STRENGTH ASTM D751 (250 PSI), = AS FOLLOWS: 1. FABRICATE WORK IN ACCORDANCE WITH MEASUREMENTS TAKEN ON SHALL BE LIGHTING FIXTURES. TM D5261 4.0 LBS 5. MINIMUM SPAN RATINGS FOR GIVEN THICKNESS PROJECT SITE. F 8) WEIGHT PER SQUARE AS { �J vn a. THICKNESS SPAN RATING 3. PROVIDE AIR BAFFLES C� EAVES TO ALLOW VENTING. 2. SCRIBE, MITER, AND JOIN ACCURATELY AND NEATLY TO CONFORM TO 9) MINIMUM THICKNESS ASTM D1777 (25 MILS),_ O 00 ,� p E'' 1) 15/32 INCH ACTUAL 32 16 Lu U / DETAILS. 10) TEMPERATURE RANGE -70"F TO 212-Fly �y.� o Z N M o TER & AIR INFILTRATION BARRIERw. �' 1� M m 2 1 2 INCH NOMINAL 32/16 3. EXPOSED SURFACES SHALL BE MACHINE SANDED, READY FOR FINISHING. WA V w o c. PRIMARY UNDERLAYMENT FASTENERS - -� ¢ ¢ N o ,�'. 3) 19/32 INCH ACTUAL 40/20 4. ALLOW FOR FREE MOVEMENT OF PANELS. A. WATER AND AIR RETARDER: _ 1} CORROSION RESISTANT ROOFING NAILS WITH ONE INCH DIA. HEAD 1 W ,1 M N AND CAULK THOSE EXPOS D 1. NON-WOVEN. W `-'' O Z M @� 5. COUNTERSINK NAILS. COUNTERSINK SCREWS AND 3 4 INCH LONG SHANK MIN. r . , ..�, igp 4 5 8 INCH NOMINAL 40/20 / U-N E 1677 TYPE I - _� f _ '1,1 <<. V O �� o 5) 23/32 INCH ACTUAL 48/24 TO VIEW. 2. MEETS REQUIREMENTS OF ASTM , 2 USE PLASTIC HEADS ONLY. ' U W w M 0 R TRIM AS SHOWN ON DRAWINGS. ) C. FINISH LUMBER (TRIM) B. APPROVED PRODUCTS; 11 '11 I _- "� �! `Y V ,. _.._ _ I >- NCH NOMINAL 48 24 ~ z 6) 3/4 I / PONTCOMPANY WILMINGTON DE o _ "- 1. SOLID WOOD TO BE FIR, LARCH OR POPULAR. 1. TYVEK COMMERCIAL WRAP BY DU PON _ J h b. SOFFIT SHEATHING 800-448-9835 OR 302-999-2722. PRE-FINISHED FLASHING COUNTER FLASHING AND DRIP EDGE S �t �� O " a¢. ¢ U �, �, 2. GRADE r Q �- .� W ROUGH SAWN TO MATCH EXISTING. CTURERS THAT CAN MEET OR EXCEED SPECIFICATIONS. I 1} 1/4 TO 3/8 a. SELECT PIECES FOR UNIFORMITY OF GRAIN AND COLOR ON EXPOSED 2. OR OTHER MANUFA A. FASCIA, FLASHING AND DRIP EDGE. MINIMUM 24 GA, PRE-FINISHED B. FASTENERS: FACES AND EDGES. C. SEALING TAPE: METALLIC-COATED STEEL SHEET SPACED AND SIZED IN ACCORDING WITH THE 1. USE RING SHANK NAILS, 0 MINERAL GRAINS ACCEPTED. 1. MANUFACTURERS APPROVED PRODUCTS B. PROVIDE FLASHING AND TRIM AS REQUIRED TO SEAL AGAINST WEATHER AND _ SEAL b. N p� THESE DOCUMENTS. .: 4 x ,, NAILING SCHEDULE ON STRUCTURAL SHEETS IN TO PROVIDE FINISHED APPEARANCE. -.,_. ,. 3. ALLOWABLE DEFECTS D. FASTENERS1�1, `� C. ROOF SHEATHING C. LOCATIONS INCLUDE EAVES, RAKES, CORNERS, BASES, FRAMED OPENINGS, __ R. NO LOOSE OR SCREWS WITH PLASTIC CAPS. __, a. TIGHT KNOTS NOT EXCEEDING 1/8 INCH IN DIAMETE 1. MANUFACTURERS RECOMMENDED NAILS RIDGES, AND FILLERS. a.m. W _'ry DE 1 8 INCH SPACE BETWEEN SHEETS AT END AND EDGE -ft I 1. SPACING: PROVIDE / KNOTS PERMITTED. 2. CORROSION RESISTANT ROOFING NAILS WITH ONE INCH DIA. HEAD AND D. FLASHING, FASCIA AND TRIM SHALL BE OF THE SAME MATERIALS AND FINISH �� JOINTS. b. CHECKS OR SPLITS NOT EXCEEDING 1/32 INCH BY 3 INCHES AND 3/4 INCH LONG SHANK MIN. �� w, AS EXISTING. j W a. EDGE BEARING AND BLOCKING NOT VISIBLE AFTER FINISHING WHEN VIEWED BEYOND 18 INCHES. 3. USE PLASTIC HEAD ONLY. �� O b. NOMINAL 1/2 INCH THICK PLYWOOD. c. NORMAL GRAIN VARIATIONS, SUCH AS CATS EYE, BIRD'S EYE, BURL, INSTALLATION % W JOINT SEALANTS �' 4.. �� 11 R AND BUTT ALONG T CONSIDERED DEFECTS. FRAMING MEMBERS S GRAIN ARE NO C. PANEL EDGES ARE TO BEAR ON FR CURL, AND CROS A. INSTALL OVER NEW EXTERIOR WALL SHEATHING OR OVER EXISTING SHEATHING A. SEALANTS TO BE PROVIDED & INSTALLED Com? EXTERIOR LOCATIONS: EXPANSION �� THEIR CENTER LINES. 4. USE MAXIMUM LENGTHS POSSIBLE, BUT NOT REQUIRED TO EXCEED 10 WHICH IS REPLACED AND OR REPAIRED. k 4 ACK BLOCK PANEL EDGES WHICH DO NOT BEAR ON FRAMING FEET 3 METERS WITHOUT JOINTS. NO JOINTS CLOSER THAN 72 INCHES / JOINTS, JOINTS & CRACKS AROUND WINDOWS AND DOORS INCLUDING METAL , � _ d. B ( ) 1. APPLY FASTENERS ALONG STUD LINES AT 18 INCHES MAXIMUM ON FRAMING, SILLS, JAMBS, WALL PENETRATIONS, FLASHINGS, TRIM AND COPINGS. W NCH NOMINAL FRAMING. - �� 1-11 1. MEMBERS WITH 2 I IN STRAIGHT RUN. I � x ';'�-,,_�',�,-",5�_' CENTER. LAP HORIZONTAL JOINTS 6 INCHES MINIMUM, WITH UPPER g. APPLY PRIMER SEALER AS RECOMMENDED BY MANUFACTURER. :, e. DO NOT INSTALL ANY PIECE OF SHEATHING WITH SHORTEST 5. MOISTURE CONTENT SHALL BE 6 PERCENT MAXIMUM AT FABRICATION. 44 LAYER PLACED OVER LOWER LAYER. LAP VERTICAL SEAMS 16 INCHES AS � - ,, ; _ �.. THAN 24 INCHES. SHRINKAGE IS ACCEPTABLE. C. PRODUCTS W DIMENSION OF LESS NO OPENING OF JOINTS DUE TO SHRI NECESSARY TO MATCH FRAMING SPACING. FASTEN AT BOTTOM WHERE f. INSTALL PLY CLIPS BETWEEN UNSUPPORTED EDGES OF PLYWOOD D. FABRICATION NECESSARY. 7. EXTERIOR GRADE: 0 BETWEEN TRUSSES. UGH AIR INFILTRATION BARRIER a. SINGLE COMPONENT, GUN GRADE, POLYURETHANE JOINT SEALANT, Robert E. Taylor, Architect � 1. FABRICATION TOLERANCES 2. SEAL JOINTS AND PENETRATIONS THROUGH Reg No. AR 0005964 O D. WALL SHEATHING WITH SPECIFIED TAPE BEFORE INSTALLATION OF FINISH MATERIAL. AIR ASTM C-920, TYPE S GRADE NS, CLASS 25, FS TT-S-00230C, TYPE � ING SHALL BE A MINIMUM OF 1 2" NOMINAL THICKNESS. a. NO PLANER MARKS (KCPI) ALLOWED. SAND ALL WOOD MEMBERS A D �1. WALL SHEATH / SURFACES TO 100 GRIT. INFILTRATION BARRIER SHALL BE AIR TIGHT AND FREE FROM HOLES, II, CLASS A INCLUDING: TEARS, AND PUNCTURES. b. TREMCO: VULKEM 116 AS MANUFACTURED BY TREMCO SEALANT 2. SPACING: PROVIDE 1/8 INCH SPACE BETWEEN SHEETS AT END AND EDGE b. MAXIMUM GAP - NONE ALLOWED. WATERPROOFING DIVISION. BEACHWOOD, OH 44122, 800-321-7906. JOINTS. c. FLUSHNESS VARIATION - 0.015 INCH MAXIMUM. �' ROOFING c. SIKA: SIKAFLEX-1 A AS MANUFACTURED BY SIKA CORPORATION, 201 a -933-7452. 3. EDGE BEAT=SING AND BLOCKING d. SANDING CROSS SCRATCHES - 1/4 INCH MAXIMUM POLITO AVE., LYNDHURST, NJ, 07071, 800 p a. PANEL EDGES ARE TO BEAR ON FRAMING MEMBERS AND BUTT ALONG THEIR SUMMARY u CENTER? LINES. 2. FABRICATE WORK 1N AC(;ORDANCE WITH MEASUREMENTS TAKEN ON JOB A. SYSTEM DESCRIPTION 2. INTERIOR GRADE: SITE. a. SEALANTS TO BE INSTALLED @ INTERIOR JOINTS FORMED BY b. BACK BLOCK PANEL EDGES WHICH DO NOT BEAR ON FRAMING MEMBERS 3. 'EASE' SHARP CORNERS AND EDGES OF EXPOSED MEMBERS TO PROMOTE1. PRESERVE AND PROTECT EXISTING ROOF SHEATHING AND MAINTAIN WATER COUNTERTOPS, BACKSPLASHES & LAVATORIES TO WALL, WINDOW & WITH 2 INCH NOMINAL FRAMING. TIGHTNESS OF STRUCTURE UNTIL NEW ROOFING SYSTEM IS INSTALLED. FINISHING AND PROTECT USERS FROM SLIVERS. 'EASING' SHALL BE DOOR JAMBS TO ADJOINING WALLS c. DO NOT INSTALL ANY PIECE WITH SHORTEST DIMENSION OF LESS 1/16TH INCH RADIUS MAXIMUM. 2. FURNISH AND INSTALL ROOFING MATERIALS, FLASHING, FASTENERS, TRIM THAN 24 INCHES. AND SEALANTS IN A MANNER TO RESIST 130 MPH WINDS AND IN 5. APPROVED PRODUCTS: DOW CORNING, TRADEMATE OR ACRYLIC LATEX 4. FABRICATE SO VENEER GRAIN IS VERTICAL. ACCORDANCE WITH FLORIDA BUILDING CODE. BY TREMCO GLUE LAMINATED STRUCTURAL UNITS 5. JOINTS 3. INSTALL PLUMBING VENT FLASHINGS, EXHAUST VENTS, GRAVITY VENTS - a. USE LUMBER PIECES WITH SIMILAR GRAIN PATTERN WHEN JOINING E D USING MATERIALS COMPATIBLE WITH AND AS RECOMMENDED BY ROOFING DIVISION 0 8 DOORS & WINDOWS GENERAL TO END. MANUFACTURER. A. PROVIDE AND INSTALL GLUE LAMINATED STRUCTURAL UNITS. COLOR FROM LUMBER TO PANEL 4. WHERE DESIGNATED AND AS REQUIRED FOR BLENDING NEW TO EXISTING, SPECIFICATIONS b. COMPATIBILITY OF GRAIN AND C M B. REFERENCES: PRODUCTS IS REQUIRED. REMOVE EXISTING COMPOSITION ASPHALT SHINGLES AND FELTS DOWN TO DOORS AND FRAMES ^, STRUCTURAL GLUED LAMINATED TIMBER. MANUFACTURER'S ROOF DECK PRIOR TO INSTALLING NEW ROOFING MATERIALS. SUMMARY ` V 1. ANSI AITC A-190.1-1992 STRUC 6. INSTALL DOOR HARDWARE IN ACCORDANCE WITH / C. QUALIFICATIONS - FABRICATOR SHALL BE LICENSED BY AMERICAN OF DIRECTIONS. LEAVE OP[ RATING HARDWARE OPERATING SMOOTHLY AND a. CHECK EXISTING DECKING FOR PROPER NAILING AND VERIFY PRESENCE OF ROTTEN OR DETERIORATED SHEATHING. A. PROVIDE AND INSTALL WOOD, FIBERGLASS, COMPOSITION AN METAL U W m CANADIAN INSTITUTE OF TIMBER CONSTRUCTION. QUIETLY. DOORS FRAMES HARDWARE AND WINDOWS AS SELECTED BY OWNER. D. CERTIFICATIONS: EACH BEAM SHALL BEAR AITC, APA-EWS, OR CITC QUALITY 7. REMOVE OR REPAIR DAMAGED SURFACE OF OR DEFECTS IN EXPOSED b. REPLACE DAMAGED SHEATHING WITH MATERIALS OF LIKE KIND AND MARK. FINISHED SURFACES OF ARCHITECTURAL WOODWORK TO MATCH ADJACENT THICKNESS. ATTACH IN ACCORDANCE �"!iTH THESE SPECIFICATIONS B. WARRANTY - PROVIDE MANUFACTURER'S WRITTEN WARRANTY AGAINST COVERS. SIMILAR UNDAMAGED SURFACE. AND THE FBC. _ DEFECTS IN WORKMANSHIP AND MATERIALS. E. WRAP MEMBERS SEPARATELY WITH HEAVY WATER REPELLENT P4 c. VERIFY ADEQUACY, STABILITY AND WATER TIGHTNESS OF EXISTING PRODUCTS PROTECT AGAINST DAMAGE IN TRANSIT. FLASHING. REPLACE OR REPAIR AS REQUIRED TO ENSURE A. AS SELECTED BY OWNER �:) r:� ODUCTS FIBER CEMENT BOARD SIDING COMPLETED WORK TO BE 100% WATERPROOF. PR 1. FOR EXTERIOR DOORS, COMPLY WITH FBC CODE. � A. WOOD A. REPLACEMENT OR NEW SIDING SHALL BE: B. SUBMITTALS B. HARDIPLANK, HARDITRIM, FASCIA AND MOULDING BY JAMES HARDIE BUILDIN a. COMPLIANCE DATA - SUBMIT FLORIDA PRODUCT APPROVAL DATA �,� P4 1. DOUGLAS FIR OR SOUTHERN PINE. 1. PRODUCT DATA - SUBMIT MANUFACTURER'S SPECIFICATIONS, STANDARD -RADE: GLUE-LAMINATED BEAMS FOR CANTILEVERS, PRODUCTS, 1-800-9-HARDIE OR APPROVED EQUAL PROFILE SHEET, PRODUCT DATA BROCHURE AND FINISH WARRANTY. 1} COLD ROLLED FURNITURE STEEL EXTERIOR FRAMES 14 GAUGE 2. STRESS C cf) 0 CONTINUOUS SPANS, AND COLUMNS SHALL HAVE AN FB VALUE FOR 1. NON-ASBESTOS FIBER-CEMENT SIDING TO COMPLY WITH ASTM STANDARD 2. SHOP DRAWINGS - SUBMIT SHOP DRAWINGS SHOWING ATTACHMENT, b. EXTERIOR DOORS, FRAMES AND HARDWARE SHALL BE FABRICATED FOR TENSION ZONE SPECIFICATION C1186 GRADE II TYPE A. AND INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, COMPRESSION ZONE EQUAL TO FB VALUE SPECIFIED FASTENERS, UNDERLAYMENT, METAL THICKNESS, WITH SECTIONS AND �-4 1 (BALANCED COMBINATION). 2. SIDING TO MEET THE FOLLOWING BUILDING CODE COMPLIANCE NATIONAL DETAILS OF EACH FLASHING/ TRIM CONDITION FOR APPROVAL PRIOR TO AS A CATEGORY II BUILDING, TO RESIST 130 MPH, 3 SECOND GUST, WIND LOADS. P4 4-� 405 BOCA ICBG SBCCI • CITY OF LOS 3. MOISTURE CONTENT. 12 PERCENT MAXIMUMD. EVALUATION REPORT N0. NER ( , ), FABRICATION. EXECUTION 4. APPEARANCE: INDUSTRIAL. ANGELES, RESEARCH REPORT NO. 24862; METRO DADE COUNTY, FLORI A 3. SAMPLES ACCEPTANCE NO. 94-1234.04 A. PROTECTION AND INSTALLATION � N 5. SEAL BEAM FACES WITH PENETRATING SEALER. TREAT BEAM ENDS WITH B FASTENERS a. SUBMIT SAMPLE 12" LONG X FULL WIDTH PANEL. 1. STORE DOORS IN DRY LOCATION ON PALLETS OFF OF FLOOR. � � WOOD PRESERVATIVE. b. COLOR TO BE AS SELECTED BY OWNER. r U MANUFACTURERS: 1. WOOD FRAMING: 0.093" SHANK X 0.222" HEAD X 2" LONG CORROSION 2. DO NOT DELIVER TO SITE BEFORE READY TO INSTALL. B. APPROVED ^ V W -1 2" X 14". RESISTANT SIDING NAILS. 4. SUBMITSP SPECIFICATIONS. APPROVAL DATA CERTIFYING COMPLIANCE WITH 3. PAINT DOORS AS SOON AS POSSIBLE AFTER INSTALLATION. a' 1. ANTHONY POWER BEAM 3000F, APPROXIMATELY 3 / THESE C. INSTALLATION t 4. FILL GAP BETWEEN FRAME AND FRAMING AT EXTERIOR DOOR FRAMES Q a. MAXIMUM LIVE LOAD DEFLECTION L/240. C. PROJECT CONDITIONS WITH INSULATION TO RESIST AIR INFILTRATION. � CATIONS. . FASTEN THROUGH TRIM INTO STRUCTURAL FRAMING OR CODE COMPLYING w �� URER WHO CAN MEET OR EXCEED THESE SPECIFICA M 1" INTO SHEATHING. 1. FIELD DIMENSIONS SHALL BE TAKEN PRIOR TO INSTALLATION TO VERIFY �" O 2. ANY MANUFACTURER SHEATHING. FASTENERS MUST PENETRATE MINIMUM B. ADHESIVES: WET-USE TYPE. 2. PLACE FASTENERS NO CLOSER THAN 3/4 INCH AND NO FURTHER THA JOBSITE CONDITIONS. C. HARDWARE AND STEEL SHAPES: MEET REQUIREMENTS OF ASTM A 36 2 INCH FROM SIDE EDGE OF TRIM BOARD AND NO CLOSER THAN 1 INC D. WARRA0 w r�NTIES: � O FABRICATION FROM END. FASTEN MAXIMUM 16 INCH ON CENTER. 1. APPLICATOR SHALL FURNISH WRITTEN WARRANTY FOR A TWO (2) YEAR A MINIMUM 1 4 INCH THICK LATH STARTER STRIP AT THE PERIOD FROM DATE OF SUBSTANTIAL COMPLETION OF BUILDING COVERING T� IN ACCORDANCE WITH REQUIREMENTS OF ANSI / AITC A 3. INSTALL / TO MAINTAIN ROOF AND FLASHINGS IN WEATHERTIGHT V 1 �W A. FABRICATE BEAMS REPAIRS REQUIRED 190.1. BOTTOM COURSE OF THE WALL. APPLY PLANKS HORIZONTALLY WITH CONDITIONS. MINIMUM 1-1 4 INCH WIDE LAPS AT THE TOP. THE BOTTOM EDGE OF HE _ Fq P4 B. CAMBER BEAMS TO RADIUS OF 2000 FT UNLESS SHOWN OTHERWISE ON / 2. MANUFACTURER'S WARRANTY TO INCLUDE REPAIR AND /OR REPLACEMENT DRAWINGS. FIRST PLANK OVERLAPS THE STARTER STRIP. OF ROOFING ASSEMBLIES THAT FAIL DUE TO DEFECTS IN MATERIALS OR M � cn ERECTION WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD. p TOM CASEWORK CUS � � A. ERECT GLU-LAM BEAMS IN ACCORDANCE WITH MANUFACTURERS EXECUTION RECOMMENDATIONS AND GOOD PRACTICES FOR ERECTION OF GLU-LAM GENERAL A. EXISTING ROOF APPEARS TO BE FIBERGLASS REINFORCED DIMENSIONAL l N h� � STRUCTURAL UNITS. A. COORDINATE WITH OWNER ON MATERIALS AND DETAILS OF BASE AND OR SHINGLES OVER ROOFING FELTS OVER PLYWOOD DECKING. Emm� (.,� STRUC S INTO BEAMS UNLESS SPECIFICALLY DETAILED IN WALL CABINETS, SHELVING, CABINET HARDWARE, COUNTER TOPS, END AND RE TO BE ACCOMPLISHED TO USING B. DO NOT CUT OR BORE HOLE B. NEW ROOFING MATERIALS AND REPAIRS A MANUFACTURER'S PRINTED LITERATURE OR WITHOUT WRITTEN APPROVAL OF BACK SPLASH FINISHES AND QUALITY. MATERIALS OF LIKE KIND. Qr THE MANUFACTURER. B. SOME EXISTING BASE AND WALL CABINETS COUNTERS, HARDWARE AND W FINISHES MAY BE RE-USED OR REMOVED AT OWNER'S DISCRETION. C. THIS CONTRACTOR TO UTILIZE COMPATIBLE MATERIALS, METHODS AND EQUIPMENT TO REPAIR AREAS IMPACTED BY THIS CONSTRUCTION TO ENSURE WOOD TRUSSES CTRUSSED RAFTERS) C. RELATED SECTIONS: DIVISION 15 PLUMBING: FURNISHING AND INSTALLING F COMPLETED WORK IS 100% WATERPROOF. 1 A. USE #2 GRADE OR BETTER. DO NOT USE LUMBER WITH STAMPS SHOWING PLUMBING FIXTURES, FITTINGS, SUPPLIES, WASTE LINES, STRAINERS/DRAINS D. EXISTING RIDGE VENT AND FLASHING IS TO BE EXAMINED AND REPAIRED/ "STUD," "UTILITY," "CONSTRUCTION," OR "#3 GRADE" FOR ANY TRUSS AND CONNECTIONS REPLACED / REATTACHED AND SEALED /CAULKED TO ENSURE WATER U MEMBER. EXECUTION RESISTANCE AND AS REQUIRED TO BE 100% WATER TIGHT. H B. GAPS IN JOINTS BETWEEN BEARING SURFACES SHALL NOT BE LARGER THAN A. INSTALL COUNTER TOP SURFACING COMPONENTS PLUMB, LEVEL AND TRUE E. UNDERLAYMENTS ACCORDING TO APPROVED SHOP DRAWINGS AND MANUFACTURER'S PUBLISHED 1/1 6 AVERAGE. 1. ON NEW ROOF DECKS OR OVER EXISTING DECKS TO BE REPAIRED/ z U INSTALLATION INSTRUCTIONS. � � _", O C. INSTALL PLATES FLUSH WITH WOOD, BUT DO NOT CRUSH WOOD. DO NOT RE-ROOFED, PROVIDE SINGLE LAYER OF HEAVY WEIGHT POLYETHYLENE INSTALL PLATES ON JOINTS OF LUMBER THAT ARE NOT COMPLETE OR THAT CARRIER SHEETS WITH SELF ADHERING MODIFIED BITUMASTIC MEMBRANE . `� HAVE KNOTS OR EXCESSIVE WANE. BOTTOM LAYER OVER JOINTS OF ROOF DECK TO ENSURE COMPLIANCE W/ ~ Q v � � 11 ' F-- U �, D. HANDLE, ERECT AND BRACE WOOD TRUSSES IN ACCORDANCE WITH TPI D 1 UI S I 0 N 0 7 - THERMAL E R M A AND M 0 I S TU R FBC. ' & BRACING WOOD w PAMPHLET HIB-91 HANDLING, INSTALLING, ERECTING, 2. INSTALL 1N ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. 11 _ P -89 RECOMMENDED DESIGN SPECIFICATION PROTECTION S P E C I �I C A TI O N S 3 Ln TRUSSES AND TPI PAMPHLET DSB 3. AT HIPS, VALLEYS, EAVES AND AROUND ROOF PENETRATIONS: 11 U O FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. " F SELF ADHERING MEMBRANE CENTERED .. W a. INSTALL SINGLE 36 WIDE 011 _ W 0- E. SHOP DRAWINGS POLYETHYLENE FILM VAPOR RETARDERS UNDER CONCRETE SLABS)) OVER HIPS AND VALLEYS, WITH 18" WIDE STRIPS OF SELF �� - U) 1. BASE SHOP DRAWINGS ON MEMBER STRESSES AND REQUIREMENTS OF A. VAPOR RETARDER - 6 MIL MIN CLEAR POLYETHYLENE SHEETS MEETING ADHERING MEMBRANE OVER VALLEY METAL EDGES, EDGES OF '� CONTRACT DOCUMENTS. _ FLASHING THRU ROOF AND CONTINUOUSLY AT EAVES. _ REQUIREMENTS OF ASTM D 4397 961. '13, ".11 2. INCLUDE FOLLOWING INFORMATION ON SUBMITTED SHOP DRAWINGS: K, AP 4. OVER LOW SLOPE ROOF OVER SUN ROOM; IN SPECIFIED ALANT OR SEAL WITH VAPOR RESISTANT T E B. BED JOINTS E �k IN LBS PER EFFECTIVE NAIL OR LBS PER SQ INCH - b. ALLO NABLE LOADS OF TYPE RECOMMENDED BY MANUFACTURER FOR VAPOR RETARDER a. INSTALL COMPLETE LAYER OF SELF ADHERING MEMBRANE INSTALLED I s � W FOR UMBER AND PLATES USED AS ALLOWED BY FL BLDG CODE AND INSTALLATION. IN "SHINGLE FASHION" OVER ENTIRE ROOF DECK INCLUDING 18" � O ASCE- 7-10 FOR 130 MPH WIND LOADS PENETRATIONS THROUGH VAPOR RETARDER IMMEDIATELY AND ABOVE THE BREAK IN THE DECK. Z "� o C. SEAL ALL BER. - t c. STRESS REDUCTION FACTORS USED FOR PLATES AND LUM PRIOR TO INSTALLATION 0 CONCRETE. 5. APPROVED MANUFACTURERS: o 9 d. TOP AND BOTTOM CHORD DESIGN LOADS IN PSP. a. GRACE ICE & WATER SHIELD OR GRACE ULTRA BY GRACE � UQ H e. SIZE, GAUGE, AND EXACT LOCATION BY DIMENSION OF PLATES. FACED AND UNPAGED BATT INSULATION CONSTRUCTION PRODUCTS, CAMBRIDGE, MA 800-354-5414 OR x �: � SHEET NO SPECIES AND GRADES USED. 617-876-1400 www. c race.com. DIMENSIONS ON THIS DRA\&,'IING ARE TO � f. LUMBERS A. FURNISH AND INSTALL THERMAL AND ACOUSTIC BATT INSULATION AS g p-g IN ER RESPONSIBLE FOR PREPARATION SPECIFIED AND DRAWN b. RHINO-ROOF RSA SELF ADHERED UNDERLAYMENT BY INTERWRAP INC, BE READ AS PLUS OR MINUS AND SHALL g. STAMP AND SIGNATURE OF ENG E OF SHOP DRAWINGS. 1. INSULATION SHALL BE �,,�ANUFACTURED AND INSTALLED TO BE IN VANCOUVER, BC., 888-713-7663 OR info@interwrap.com. BE FIELD VERIFIED BY THE GENERAL a F PLATE MANUFACTURER IF METAL PLATES COMPLIANCE WITH FLOFIDA BUILDING CODE. CONTRACTOR PRIOR TO CONSTRUCTION • O h. NAME AND ADDRESS 0 U VINYL WINDOWS 3. APPROVED MANUFACTURERS DIVISION 15 MECHANICAL DATE SUMMARY a. NATIONAL GYPSUM, CHARLOTTE, NC 800- 628-4662 OR 704-365-7300. www.national-gypsurr.com 01 OCTOBER 2016 A. FURNISH AND INSTALL NEW WINDOW UNITS AND STRUCTURAL MULLS AS DESCRIBED IN CONTRACT DOCUMENTS. b. UNITED STATES GYPSUM CO, CHICAGO, IL 800-964-4874 OR 312-606-4000. www.usg.corn A. ALL MECHANICAL MATERIALS, LABOR AND INSTALLATION SHALL BE AT A MINIMUM AS REQUIRED BY CODE AND OTHER APPLICABLE RULES AND REGULATIONS. FILE NUMBER B. DESIGN REQUIREMENTS: c. OTHER MANUFACTURER AS APPROVED BY OWNER/ ARCHITECT 1515 B. COORDINATE WITH OWNER ON OTHER ADDITIONAL MATERIALS AND EQUIPMENT AND OWNER 1. COMPLY WITH! MINIMUM TEST REQUIREMENTS OF ANSI/AAMA 1011.S.2.7 FOR CLASSIFICATION OF SPECIFIED B. GYPSUM DRYWALL ACCESSORIES AS REQUIRED PREFERENCES. WINDOW IN FOLLOWING: 1. CORNER AND EDGE TRIM METAL 24 GA MINIMUM STEEL, ELECTROLYTIC GALVANIZED ZINC-COATED, A a. AIR INFILTRATION - FBC, TAS 202-94. TREATED FOR MAXIMUM CEMENT AND PAINT KNURLED FOR MAXIMUM BONDING OR PAPER-FACED METAL SURFACES PAPER-FACEDD PLASTIC. CEMENT SHAL BE DIVISION 16 ELECTRICAL o b. WATER RESISTANCE - FBC, TAS 202-94. v� Z c. LARGE MISSILE IMPACT - FBC, TAS 201-94. 2. USE ONLY PVC OR PLASTIC CASING BEADS. A. ALL ELECTRICAL MATERIALS, LABOR AND INSTALLATION SHALL BE AT A MINIMUM AS REQUIRED z O d .SMALL MISSILE IMPACT FBC, TAS 201-94. t3. NO-COAT BY DRYWALL SYSTEMS INTERNATIONAL. BY CODE AND OTHER APPLICABLE RULES AND REGULATIONS. Q o e. UNIFORM STATIC LOADING FBC, TAS -94. . b. JOINT COMPOUND - BEST GRADE OR TYPE RECOMMENDED BY WALLBOARD MANUFACTURER AND B. COORDINATE WITH OWNER ON OTHER ADDITIONAL MATERIALS AND EQUIPMENT AND OWNER f. DEGLAZING - ASTM E 987 MEETING REQUIREMENTS OF ASTM C 475 AND AS REQUIRED FOR FIRE RESISTANCE RATING. PREFERENCES. Lu Q FORCED ENTRY FBC 2411 3.2.'I, TAS 202-94 c. USE TAPING COMPOUND FOR FIRST COAT TO EMBED TAPE AND ACCESSORIES. C. LOW VOLTAGE ELECTRICAL g d. USE TAPING COMPOUND OR ALL-PURPOSE COMPOUND FOR SUBSEQUENT COATS EXCEPT FINAL COAT. 1. PRE - WIRE ALARM h. CYCLIC WIND PRESSURE LOADING FBC, TAS 203-94. C. SUBMITTALS e. USE FINISHING COMPOUND FOR FINAL COAT AND FOR SKIM COAT. D. LINE VOLTAGE SYSTEMS W f. JOINT REINFORCING - PAPER REINFORCING TAPE ACCEPTABLE TO WALLBOARD MANUFACTURER. 1. PRE-WIRE AND BRACE FOR FAN IN MASTER BEDROOM 1. PRODUCT DATA: C. GYPSUM DRYWALL FASTENERS 2. LIGHT FIXTURES BY OWNER a. MANUFACTURERS LITERATURE OR CUT SHEET. O � O H 1. BUGLE HEAD SCREWS MEETING REQUIREMENTS OF ASTM C 1002. 3. QUAD PLUG IN OWNERS CLOSET IN MASTER BEDROOM FOR OUTDOOR STEREO o W ^ V b. LITERATURE ON GLAZING. C. COLOR AND FINISH SELECTION. a. TYPE W: FOR FASTENING GYPSUM BOARD TO WOOD MEMBERS. E. EXTERIOR ELECTRICAL �'' &-4 z M M o0 m b. LENGTHS AS REQUIRED TO PENETRATE WOOD FRAMING 5/8 INCH MINIMUM. 1. DOUBLE PLUG ON PORCH W Q ¢ ; o 2. QUALITY ASSURANCE/CONTROL: o N w �-•� D. 1/2" CEMENTIOUS BACKER BOARD TO BE USED ON WALLS IN WET LOCATIONS AND AS 2. DOUBLE PLUG IN STORAGE ROOMrn a. MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS FOR WINDOWS, FLASHING, AND SEALANTS. SUBSTRATE FOR HARD TILE WALLS: 3. -QUAD PLUG ON WEST WALL SWITCHED W � z = O O Q J M b. PROVIDE FLORIDA PRODUCT APPROVAL NO. WITH CORRESPONDING MAXIMUM SIZE. �' U O " 00 1. APPROVED MANUFACTURERS 4. QUAD PLUG NEXT TO FENCE ON WEST PROPERTY LINE - SWITCHED �J ce z `'' _j D. WARRANTY a. DUROCK BRAND CEMENT BOARD AS MANUFACTURED BY USG. 5. DOUBLE PLUG IN WEST EAVE SWITCHED W o 'o �- 0 a 1. PROVIDE WRITTEN NON-PRORATED MANUFACTURERS WARRANTY INCLUDING, 10 YEARS WARRANTY ON b. OWNER'S APPROVED EQUAL. E. DOUBLE PLUG IN SOUTH EAVE SWITCHED E2 � Q CL _' FRAME, LAMINATED GLASS UNIT AND COMPONENT PARTS. 2. CEMENTIOUS BACKER BOARD ACCESSORIES 0 `-' O W PRODUCTS �+ A. WINDOWS: a. 1-5/8" CORROSION RESISTANT COATED WOOD SCREWS. 1. FACTORY GLAZED AND WEATHERSTRIPPED. b. DUROCK BRAND TILE BACKER TAPE (2" WIDE GLASS FIBER MESH) SEAL U 2. MANUFACTURED FOR INSTALLATION IN MASONRY WALLS. c. ADHESIVES MORTARS & GROUTS SHALL BE COMPATIBLE W/ PORTLAND BASED SUBSTRATES. 3. COLOR-TO BE SELECTED FROM MANUFACTURERS STANDARD COLORS. 1) CERAMIC TILE ADHESIVE TYPE 1, ANSI A136.1 4. GLAZING CHARACTERISTICS: 2) DRY SET MORTAR MIXED W/ ACRYLIC LATEX ADDITIVE ANSI A118.1. a. 1" INSULATED THREE PANES OF GLAZING, LAMINATED, COLOR TO BE SELECTED FROM 3) LATEX PORTLAND CEMENT MORTAR ANSI A118.4 MANUFACTURER'S STANDARD COLORS AS FOLLOWS: 4) GROUT ANSI A118.6 OW 1) EXTERIOR PANE, 3/16" TEMP. GLASS EXECUTION 2) 3/8" AIR SPACE, ARGON GAS FILLED. A. INSTALLATION C� 3) 3/16" HEAT STRENGTHENED GLASS. 1. GYPSUM DRYWALL GENERAL W 4) .075" INTERLAYER SAFLE:X CP W/ PER CORE a. INSTALL SO TRIM AND REINFORCING TAPE ARE FULLY BACKED BY GYPSUM WALLBOARD. 5) 3/16" HEAT STRENGTHENED GLASS. b. NO HOLLOW SPACES BETWEEN PIECES OF GYPSUM BOARD OVER 1/8 INCH WIDE BEFORE TAPING IRE b. ENERGY EFFICIENCY. U-FACTCR SHALL BE 0.65 OR BETTER. ACCEPTABLE. C. SHGC TO BE 0.25 OR BETTER. C. ROUT OUT BACKSIDE OF GYPSUM BOARD TO ACCOMMODATE ITEMS WHICH EXTEND BEYOND FACE OF Robert E. Taylor, Architect p4 FRAMING, BUT DO NOT PENETRATE FACE OF GYPSUM BOARD (SUCH AS MULTIPLE SCREWS, MET Reg No. AR 0005964 5. QUALITY STANDARD: DOOR FRAMES, MOUNTING BRACKETS, ETC.) H a. CGI TARGA VINYL ADVANTAGE IMPACT RESISTANT FIXED WINDOW #7500 - MIAMI FL, 800-442-9042. 2 GYPSUM DRYWALL FASTENING x b. PGT INDUSTRIES; IMPACT RESISTANT FIXED WINDOW SERIES #5520 VENICE FL, 800-282-6019. c. OTHER MANUFACTURERS WHO CAN MEET THE ABOVE CRITERIA. a. APPLY FROM CENTER OF WALLBOARD TOWARDS ENDS AND EDGES. 1) APPLY SCREWS 3/8 INCH MINIMUM FROM ENDS AND EDGES, B. MULL BAR: 1. NOMINAL 1" X 3" X THICKNESS AS REQUIRED RESIST 130 MPH WIND LOADS, STRUCTURAL MULL BAR 2) ONE INCH MAXIMUM FI{OM EDGES, O BETWEEN PAIRS OF WINDOW UNITS. 3) AND % INCH MAXIMUM FROM ENDS. C. FLASHING: b. SPACING 1. SELF-ADHESJVE RUBBERIZED ASPHALT WITH PROTECTIVE SHEET. 1) TO BE 12" O.C. MAXIMUM AT EDGES. 2. ACCEPTABLE PRODUCTS: 2) 12 INCHES O.C. IN THE FIELD. a. FLEXWRAP BY DUPONT TYVEK, WILMINGTON, DE (800) 448-9835. c. SET SCREW HEADS 1/32 INCH BELOW PLANE OF BOARD, BUT DO NOT BREAK FACE PAPER. b. VYCOR SELF-ADHERED FLASHING BY GRACE CONSTRUCTION PRODUCTS, CAMBRIDGE MA (800) 1) IF FACE IS ACCIDENTALLY BROKEN, APPLY ADDITIONAL SCREWS 2" AWAY. 444-6459. d. SCREWS ON ADJACENT ENDS OR EDGES SHALL BE OPPOSITE EACH OTHER. c. EQUAL AS APPROVED BY ARCHITECT BEFORE INSTALLATION. e. DRIVE SCREWS WITH SHANK PERPENDICULAR TO FACE OF BOARD. M D. ACCESSORIES 3. FASTENING OF CEMENTITIOUS BACKER OVER FRAMING: hMl 1. ANCHORING DEVICES: a. APPLY BACKER TO FRAMING. ` V a. ALUMINUM OR STAINLESS STEEL. b. ATTACH USING MANUFACTURER'S SPECIFIED FASTENERS, SPACED 8 INCHES ON CE TER N b. OTHER CORROSION- RESISTANT OR INSULATED ANCHORS AS SPECIFICALLY APPROVED BY ARCHITECT ON EDGES AND INTO ALL FRAMING MEMBERS. IN WRITING BEFORE USE. c. DRIVE SCREWS FLUSH WITH SURFACE OF BOARD. EXECUTION d. SHIM BOARD TO BE PLUMB AND FLAT OR LEVEL AND FLAT, DEPENDING ON LOCATI N. A. INTEGRATE FLASHING AND SEALANTS AS REQUIRED TO PROVIDE WATERPROOF, WEATHER TIGHT INSTALLATION AND e. AT JOINTS, EMBED FIBERGLASS REINFORCING TAPE WITH MASTIC OR MORTAR USED TO COMPLY WITH MANUFACTURERS INSTRUCTIONS. AL)HERE TILE. B. SET WINDOW FRAMES PLUMB, LEVEL, AND IN ALIGNMENT. SECURE WINDOW PROPERLY IN OPENING. B. GYPSUM DRYWALL FINISHING C. APPLY MANUFACTURERS RECOMMENDED SEALANT BETWEEN WINDOW FRAME AND BUILDING WALL AT BUILDING 1. APPLICATION - FINISHED WALLS AND CEILINGS INTERIOR. TRIM OFF EXCESS SEALANT. M•� AFTER GYPSUM BOARD IS TAPED, AND SANDED, FINISH WALLS PER LEVEL FOUR STANDARDS IN D. AVOID DIRECT CONTACT BETWEEN ALUMINUM AND DISSIMILAR MATERIALS BY INSULATING WITH MATERIALS EQUAL a• ACCORDANCE WITH USGA STANDARDS. TO 3M S EC 1202 TAPE. b. TEXTURING E. ADJUSTING: 1 l 1) FINISHED WALLS - KNOCK DOWN TEXTURE (EXCEPT WHERE SMOOTH TEXTURE IS SPECIFIED.) F� 1. AFTER WINDOWS ARE IN PLACE, ADJUST TO BE WEATHER TIGHT. F. CLEANING: 2) FINISHD CEILINGS - FINISH TO A LEVEL 5 FINISH TO BE COMPLETELY SMOOTH. 1. AFTER INSTALLATION, CLEAN INTERIOR AND EXTERIOR METAL SURFACES OF WINDOWS AND ACCESSORIES OF 2. ACCEPTABLE PRODUCTS MORTAR, PLASTER, PAINT, AND OTHER CONTAMINANTS. MAINTAIN PROTECTION AND PROVIDE FINAL a. WALL SPRAY SPATTER KNOCKDOWN (NON-AGGREGATE) BY NATIONAL GYPSUM. ^ �' CLEANING. b. SHEETROCK WALL & CEILING TEXTURE (TUF-TEX) BY U S GYPSUM. U c. EQUAL AS APPROVED BY OWNER/ ARCHITECT. W DOOR HARDWARE v SUMMARY � � Q FLOOR AND WALL FINISHES HARD TILE AND ACCESSORIES A. INTERIOR AND EXTERIOR DOOR HARDWARE SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR AS SELECTED BY OWNER. A. FURNISH AND INSTALL CERAMIC, PORCELAIN TILE, WOOD AND OTHER FLOOR AND WALL FINIS ES O AS SELECTED BY OWNER. B. REFERENCES: COMPLY WITH APPLICABLE REQUIREMENTS OF FOLLOWING STANDARDS. Q 1. BUILDERS HARDWARE MANUFACTURING ASSOCIATION (BHMA) PAINTING Q 2. ANSI-A156 VARIOUS PERFORMANCE STANDARDS FOR FINISH HARDWARE. A. FURNISH AND INSTALL PRIMERS AND TOP COATS AS SELECTED BY OWNER. Q 3. ANSIA117.1 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES W B. QUALITY AND FINISHES OF PAINTING TO SIMULATE THOSE WHICH EXIST ON THE EXTERIOR OF THE > 4. DHI/ ANSI A115.IG - INSTALLATION GUIDE FOR DOORS AND HARDWARE HOUSE. C. WIND RATING: C. QUALITY AND FINISHES OF PAINTING TO SIMULATE THOSE WHICH EXIST ON THE INTERIOR OF THE M W �--•� 1. PROVIDE CERTIFICATION OF WIND RATING FOR EXTERIOR HARDWARE TO COMPLY WITH 130 MPH WIND LOAD HOUSE. O PER THESE SPECIFICATIONS AND THE FBC. D. SEALS: FURNISH WEATHERSTRIPPING FOR ALL EXTERIOR DOORS AS APPROVED BY OWNER. DIVISION 1 O - SPECIALTIES N �' EXECU11ON A. INSTALLATION: A. VINYL CLAD VENTILATED SHELVING E•...� 1. INSTALL EACH 1. SHELVING AS SELECTED BY OWNER AND INSTALLED BY CONTRACTOR. HARDWARE ITEM PER MANUFACTURER'S INSTRUCTIONS. DO NOT INSTALL SURFACE �-1 MOUNTED ITEMS UN11L FINISHES HAVE BEEN COMPLETED. SET UNITS LEVEL, PLUMB AND TRUE TO THE B. MIRROR/ MEDICINE CABINET ABOVE LAVATORIES IN BATHROOMS. ►-� LINE AND LOCATION. ADJUST AND REINFORCE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER 1. AS SELECTED BY OWNER AND INSTALLED BY CONTRACTOR. INSTALLATION AND OPERATION. 2. CONFORM TO LOCAL GOVERNING AGENCY SECURITY ORDINANCE. 3 INTALL HARDWARE USING MANUFACTURER'S FASTENERS PROVIDED. DRILL AND TAP ALL SCREW HOLES DIVISION 11 - EQUIPMENT LOCATED IN METALLIC MATERIALS. NOT USED W B. FIELD QUALITY CONTROL AND FINAL ADJUSTMENT 1. CONTRACTOR/ INSTALLER: AFTER INSTALLATION IS COMPLETE, INSPECT COMPLETED OPENINGS ON SITE TO DIVISION 15 PLUMBING o x VERIFY INSTALLATION OF HARDWARE IS COMPLETE AND PROPERLY ADJUSTED. 04 A. ALL PLUMBING MATERIALS, LABOR AND INSTALLATION SHALL BE AT A MINIMUM AS REQUIRE BY J CODE AND OTHER APPLICABLE RULES AND REGULATIONS. Q SPECIFICATIONS B. COORDINATE WITH OWNER ON OTHER ADDITIONAL MATERIA!_S AND EQUIPMENT AND OWNER W U ~' DIVISION 09 - FINISHES PREFERENCES. Lu GYPSUM WALLBOARD AND CEMENTIOUS BACKER BOARD C. BATH AND SHOWER FITTINGS TO BE OIL RUBBED BRONZE 0 w � SUMMARY 1. SHOWER DOORS TO BE AQUATIC - CAE160/R BISCUIT W/ OIL RUBBED BRONZE DOORS. A. FURNISH AND INSTALL GYPSUM WALLBOARD AND CEMENT BACKER BOARD IN ACCORDANCE W/ US GYPSUM 2. 2 - DELTA - LINDEN WIDESPREAD LAVATORY FAUCETS - VENETIAN BRONZE (� ASSOCIATION RECOMMENDATIONS FOR STANDARD PRACTICE, THE FLORIDA BUILDING CODE AND THESE 3. DELTA - LINDEN MONITOR 14 SERIES SHOWER TRIM VENETIAN BRONZE - SPECIFICATIONS. 4. COMBO SHOWER HEAD/HANDHELD W B. SUBMITTALS: F q 1. PROVIDE MANUFACTURERS LITERATURE DESCRIBING MATERIALS AND INSTALLATION. 5. TOTO - ECO DRAKE ELONGATED SEDONA BEIGE ADA 12"RI - r� PRODUCTS 6. CULTURED MAPLE TOP W/DOUBLE SINKS F CEO -4T Z p O A. GYPSUM DRYWALL GENERAL - TAPERED EDGE, FACE PAPER SUITABLE FOR PAINTING. B. KITCHEN 1. FOR SINGLE (LAYER GYPSUM BOARD APPLIED TO WALLS OR CEILINGS IN DRY LOCATIONS, USE 1/2" THICK, 1. RUN LINE FOR ICE MAKER m W W m ASTM C 1396. 2. PLUMB AND WIRE FOR DW v E� 2. BATHROOM WALLS AND CEILINGS, USE 1/2" THICK WATER-RESISTANT BOARD (GREENBOARD) C. EXTERIOR SHEET NO DIMENSIONS ON THIS DRAWING ARE TO a. SHEETROCK BRAND, MOLD TOUGH, MEETING REQUIREMENTS OF ASTM D 3273. 1. 2 EXTERIOR HOSE BIBS BE READ AS PLUS OR MINUS AND SHALL b. OWNER'S APPROVED EQUAL BE FIELD VERIFIED BY THE GENERAL p.., CONTRACTOR PRIOR TO CONSTRUCTION � d U APPROPRIATE INSPECTIONS DURING CONSTRUCTION WITH THE AUTHORITY HAVING JURISDICTION. COMMENCING WORK, AND AGREES TO BE FULLY FLaSPONSIBLE FOR ANY AND ALL DAMAGES WHICH OF INSTALLATION. DATE K. THIS CONTRACTOR SHALL PROVIDE ALL THE HVAC EQUIPMENT, DUCTWORK, GRILLES, FILTERS, DAMPERS, AND MIGHT BE OCCASIONED BY CONTRACTOR'S FAILURI TO EXACTLY LOCATE AND PRESERVE ANY AND C. CONDUIT FITTINGS: 01 OCTOBER 2016 DIVISION 15 PLUMBING SPECIFICATIONS CONTROLS INCLUDING; DAMPERS, THERMOSTATS, CONTROLLERS AND WIRING REQUIRED TO PROVIDE A COMPLETE ALL UNDERGROUND UTILITIES. 1. SHALL BE ZINC PLATED STEEL. FILE NUMBER A. REFERENCE DIVISION 01 GENERAL REQUIREMENTS OF THESE SPECIFICATIONS FOR APPLICABLE INFORMATION SYSTEM AS DESCRIBED ON THE DRAWWINCS. F. GUARANTEE: 2. EMT FITTINGS SHALL BE CONCRETE TIGHT, SET SCREW TYPE. 1515 RELATIVE TO THIS DIVISION. L. THIS CONTRACTOR SHALL BASE HIS /HER PROPOSAL ON ONLY APPROVED MATERIALS AND METHODS AS LISTS 1. ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL EQUIPMENT, MATERIALS, AND WORKMANSHIP 3. RMC AND IMC FITTINGS SHALL BE DOUBLE LOCKNUT TYPE WITH BUSHING. B. SPECIFICATIONS LISTED BELOW APPLY TO ALL WORK RELATED TO PLUMBING INSTALLATION. GENERAL IN THESE SPECIFICATIONS AND AS SHOWN ON DRAWUINGS. ALL DEVIATIONS WTH REGARD TO MANUFACTURER, PROVIDED UNDER THIS DIVISION TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM DESCRIPTION OF THIS WORK IS SHOWN ON PLUMBING SHEETS OF THESE DRAWINGS. MODEL NUMBER, SPECIFIED OPTIONAL ITEMS AND METHODS OF INSTALLATION OR CONSTRUCTION ARE CLASSIFIED DATE OF FINAL ACCEPTANCE (DATE OF CERTIFICATE OF SUBSTANTIAL COMPLETION). 4. CONDUIT TERMINATING INTO BELL BOXES SHALL BE THREADED. Q C. IN THE EVENT OF CONFLICTS BETWEEN CODE REQUIREMENTS AND CONSTRUCTION DOCUMENTS, THE MOST AS ALTERNATES OR SUBSTITUTIONS TO THE BASIS OF DESIGN AND ARE SUBJECT TO APPROVAL BY THE G. WORKMANSHIP: 5. PROVIDE CONDUIT BUSHINGS AT TERMINATION POINT OF ALL CONDUIT. ARCHITECT AND OWNER. THE OWNER RESERVES THE RIGHT TO ACCEPT ONLY THE ITEMS LISTED ON THESE RESTRICTIVE REQUIREMENTS SHALL GOVERN. DOCUMENTS, IN LIEU OF ANY ALTERNATES, SUBSTITUTIONS OR ITEMS CLAIMED TO BE "EQUAL" OR "APPROVED 1. PROVIDE TEMPORARY SERVICES AS REQUIRED, INCLUDING TEMPORARY POWER FOR LIGHTING AND D. BOXES: Z Z D. ANY APPARATUS, APPLIANCE, MATERIAL, OR WORK NOT SHOWN ON DRAWINGS BUT MENTIONED HEREIN, OR VISE BY PARTIES OTHER THAN THE ARCHITECT/ OWNER. CONSTRUCTION. 1. SHALL BE SIZED PER CODE TO ACCOMMODATE QUANTITY, SIZE, AND BENDING RADIUS OF 0 O VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE AND OPERABLE IN ALL M. SUBMITTAL DATA TO BE IN COMPLIANCE WITH GENERAL CONDITIONS. THIS DATA TO BE PROVIDED FOR REVIEW 2. PATCH / REPAIR NEW CONSTRUCTION AT ALL OPENINGS CUT (OR DAMAGED) FOR INSTALLATION ENCLOSED CONDUCTORS, AND INTENDED WIRING DEVICE. Ln Q RESPECTS AND READY FOR OPERATION, EVEN IF NOT SPECIFICALLY IDENTIFIED, SHALL BE FURNISHED, DELIVERED, OF NEW ELECTRICAL WORK. 2. ALL EXPOSED, SURFACE MTD. BOXES, INCLUDING ALL RECEPTACLE AND TOGGLE SWITCH BOXES, > AND INSTALLED BY CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO OWNER. BY ARCHITECT/ OWNER WITHIN FIFTEEN (15) DAYS AFTER SIGNING OF THE GENERAL CONTRACT WTH THE OWNER. uj E. IN THE EVENT OF CONTRADICTIONS, ON THESE DRAWINGS FROM SHEET TO SHEET, AND/OR BETWEEN PLUMBING SUBMIT THREE (3) COMPLETE AND BOUND COPIES OF THE FOLLOWWING DATA FOR NEW EQUIPMENT: 3. PATCH WORK SHALL USE HIGH QUALITY MATERIALS. SHALL BE DIE CAST ALUM. BELL BOXES WITH THREADED WEATHER-PROOF OUTLETS. n A SHEETS, MECHANICAL SHEETS, AND/OR ARCHITECTURAL SHEETS, PLUMBING CONTRACTOR SHALL INCLUDE IN HIS 1. AIR CONDITIONING EQUIPMENT 4. REGARDLESS OF DIAGRAMMATIC LOCATION SHOWN ON DRAWINGS, INSTALL ALL EQUIPMENT, E. APPLICATION: BID THE COST OF MOST RESTRICTIVE (COSTLY} ACTION SPECIFIED. ALL APPARENT DISCREPANCIES SHALL BE 2. DUCTWORK AND ACCESSORIES REMOVAL, ORNCHIANGE OXES, ETC., TO ALLOW ACCESS AND AMPLE SPACE FOR MAINTENANCE, 1 WANLS CODUIT RUNS SHALL N MECH/ELECTBSPACES.EALED IN WALLS AND ABOVE CEILINGS, OR SURFACE MOUNTED ON BROUGHT TO ARCHITECT / OWNER'S ATTENTION PRIOR TO PRE-CONSTRUCTION CONFERENCE, FOR CLARIFICATION 3. LOUVERS, GRILLES AND REGISTERS. 5. THIS ACCESSIBILITY REQUIREMENT APPLIES AFTER WORK BY ALL TRADES IS INSTALLED AND 2. RACEWAY SHALL BE INDEPENDENTLY SUPPORTED BY CONDUIT STRAPS, CEILING TRAPEZE WITH OF THE WORK TO BE PERFORMED. ANY COSTS GENERATED AS A RESULT OF FAILURE TO IDENTIFY THESE DISCREPANCIES SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR. 4. REFRIGERANT TUBING MATERIALS AND INSULATION COMPLETE. THREADED ROD SUPPORT, OR CLAMPS ATTACHED TO BUILDING STRUCTURAL COMPONENTS. 5. THERMOSTATS H. PENETRATIONS: 3. CONDUIT OR BOXES SHALL NOT BE SUPPORTED BY WIRE OR STRINGERS. Q �, F. PLUMBING DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF WORK TO BE FURNISHED AND INSTALLED UNDER o W O N. ALL WORK SHALL BE INSTALLED IN A WORKMANLIKE MANNER BY EXPERIENCED TRADESMEN. CONTRACTORS 1. SEAL ALL PENETRATIONS THOUGH FIRE RATED ASSEMBLIES WITH FIRESTOPPING MATERIAL AS F. SIZE: UNLESS NOTED OTHERWISE, MINIMUM SIZE CONDUIT ALLOWED FOR BRANCH CIRCUITS SHALL BE p U THIS CONTRACT. COORDINATION OF ROUGH-IN DIMENSIONS, MOUNTING HEIGHTS, AND PIPE ROUTING SHALL BE z M M °0 m ACCOMPLISHED BY THIS CONTRACTOR DURING CONSTRUCTION. ALL DIMENSIONAL REFERENCES SHALL BE TAKEN SHALL MAINTAIN A CLEAN WORK PREMISE AT ALL 11MES AND SHALL CLEAN CONSTRUCTION SITE OF ALL HIS MANUFACTURED BY 3M, DOW CORNING, CHASE TECHNOLOGY, TREMCO, THOMAS AND BETTS, OR 1/2". �+ U v > ¢ o FROM ARCHITECTURAL DRAWWINGS AND VERIFIED IN FIELD WTH ALL OTHER TRADES. DEBRIS AT JOB COMPLETION AND BEFORE FINAL PAYMENT IS MADE. 01 GEDNEY. 1. PROVIDE PULL CORD OR PULL WIRE IN ALL EMPTY RACEWAY. � w ¢ o_ N Ln LU " " " 0. COORDINATE PIPE ROUTING AND EQUIPMENT LOCATIONS WITH ELECTRICAL AND PLUMBING INSTALLATIONS AS LL 2. FIRE STOPPING METHOD SHALL BE UL APPROVED FOR INTENDED ASSEMBLY AND ACCEPTABLE TO O z M G. WHERE THE WORDS "PROVIDE", "FURNISH", INCLUDE OR INSTALL ARE USED IN SPEORCA11ONS OR ON G. INSTALLATION: W z O DRAWINGS, IT SHALL MEAN TO FURNISH, INSTALL AND TEST COMPLETE AND READY FOR OPERATION, ITEMS AS BUILDING STRUCTURAL MEMBERS. OFFSET PIPES AND RELOCATE EQUIPMENT AS REQUIRED TO AVOID THE LOCAL AUTHORITY HAVING JURISDICTION. �+ U W M � CONFLICTS. , 1. ELECTRICAL CONTRACTOR TO INSTALL ALL CONDUITS, RACEWAYS AND BOXES WITHIN AND U w W M MENTIONED. IF AN ITEM IS EITHER CALLED FOR IN SPECIFICATION OR CALLED FOR ON DRAWINGS, IT SHALL BE 3. ALL MATERIALS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. CONSIDERED SUFFICIENT FOR INCLUDING SAME IN THE WORK. P. SUPPORT ALL PIPES, AND EQUIPMENT FRC�vI PRIMARY BUILDING STRUCTURAL MEMBERS. CONCEALED BY NEW FINISHES AND/OR WITHIN STRUCTURE. COORDINATE WITH ARCHITECT/ OWNER W �! ¢ zz 4. IN NON-RATED PENETRATIONS, SEAL ANNULAR SPACES WITH URETHANE CAULK. IF THIS REQUIREMENT CANNOT BE MET. p o Z �- H. SUBMISSION OF A BID OR PROPOSAL WWILL BE CONSTRUED AS EVIDENCE THAT PLUMBING CONTRACTOR HAS Q. CONDENSATE DRAIN LINES TO BE FULL SIZE SCHEDULE 40 PVC INSULATED WTH 3/4" INCH ARMAFLEX. I. IDENTIFICATION: 2. RACEWAY: E2 _� Q CL J U FAMILIARIZED HIMSELF/ HERSELF WTH DRAWNNGS, SPECIFICATIONS AND BUILDING SITE. CLAIMS MADE R. REFRIGERANT TUBING TO BE SIZED IN STRICT ACCORDANCE WTH MANUFACTURER'S RECOMMENDATIONS FOR 1. ENGRAVED PLASI1C NAMEPLATES SHALL BE PROVIDED FOR SEPARATELY ENCLOSED CIRCUIT a. INSTALL RACEWAY SQUARE AND PARALLEL TO FINISHED WORK - WALL AND FLOOR PLANES. O L W Lu SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND/OR LABOR DUE TO DIFFICULTIES ENCOUNTERED WWILL NOT LIQUID, VAPOR-HORIZONTAL, AND VAPOR-RISERS BY MANUFACTURER'S REPRESENTATIVE AND SUBMITTED WTH BE RECOGNIZED, UNLESS DIFFICULTIES COULD NOT HAVE BEEN FORESEEN EVEN THOUGH PROPER EXAMINATION BREAKERS, AND NEW DISCONNECT SWITCHES. EQUIPMENT DATA. PROVIDE ADDITIONAL COMPONENTS RECOMMENDED BY MANUFACTURER FOR INSTALLATION b. RACEWAY INSTALLED IN STUD WALLS SHALL BE SECURED TO PREVENT RATTLING. U 2. LETTER SIZE SHALL MATCH EXISTING BUT NOT BE LESS THAN 3/8" HIGH. HAD BEEN MADE. DESCRIBED ON DRAWINGS. / 3. UNDERGROUND CONDUIT, OUTSIDE OF BUILDING, SHALL BE INSTALLED A MINIMUM OF 18" BELOW SEAL I. SHOULD ANY QUESTIONS AND/OR DISCREPANCIES ARISE REGARDING THE CONTRACT DOCUMENTS AND/OR FIELD S. THOROUGHLY CLEAN REFRIGERANT PIPE FITTINGS BEFORE ASSEMBLY. ALL JOINTS ARE TO BE MADE WITH SIL R 3. NAMEPLATES SHALL BE FASTENED TO EACH PIECE OF EQUIPMENT USING TWO SELF-TAPPING FINISHED GRADE TO TOP OF RACEWAY. CONDITIONS, PLUMBING CONTRACTOR SHALL CONTACT THE ARCHITECT / OWNER FOR PROPER INTERPRETATION ALLOY BRAZE WTH A MELTING TEMPERATURE IN EXCESS OF 1100 DEGREES F. NO ACID FLUX IS TO BE USED SCREWS. a. CONDUIT TO BE SUNLIGHT RESISTANT PVC. AND/OR CLARIFICATION PRIOR TO COMMENCEMENT OF ANY WORK. IN THE ABSENCE OF SUCH REQUEST AND/OR ON ANY JOINT. 4. NAMEPLATES SHALL HAVE A BLACK FACE WITH WHITE LETTERING. b. PROVIDE CONDUIT BUSHINGS AT TERMINATION POINT OF ALL CONDUIT. ~" AUTHORIZATION FROM ARCHITECT / OWNER, THE PLUMBING CONTRACTOR WILL BE PROCEEDING AT HIS OWN RISK. T. NEW REFRIGERANT VAPOR LINES TO BE INSULATED WTH A MINIMUM OF 3/4" ARMAFLEX OR APPROVED 5. USING A BLACK PERMANENT MARKER, NEATLY LABEL ALL JUNCTION BOXES AND PULL BOXES ON 4. RECESSED DEVICE BOXES: J. THIS CONTRACTOR SHALL PAY FOR ALL INSPECTIONS, PERMITS, CERTIFICATES, CONNECTION FEES, SYSTEM SUBSTITUTION BY RUBATEX OR AEROFLEX. THEIR COVER PLATES, FOR IDENTIFICATION PURPOSES. DEMAND CHARGES AND LICENSE FEES IN CONNECTION WTH THIS WORK. PLUMBING CONTRACTOR IS6. PROVIDE NEW TYPEWRITTEN PANEL SCHEDULES IN NEW PANELS AND PANELS AFFECTED BY THIS a• INSTALL BOXES SQUARE AND PARALLEL TO FINISHED WORK - WALL AND FLOOR PLANES. O U. ALL LOW VOLTAGE CONTROL WIRING FOR HVAC EQUIPMENT TO BE PROVIDED AND INSTALLED BY THIS b. SHALL BE MOUNTED WITH FRONT EDGE FLUSH WITH FINISHED WALL SURFACE. RESPONSIBLE FOR ACQUIRING ALL PERMITS AND SCHEDULING APPROPRIATE INSPECTIONS DURING CONSTRUCTION CONTRACTOR. CONSTRUCTION. >+ WITH THE AUTHORITY HAVING JURISDICTION. a. THIS CONTRACTOR SHALL VERIFY ALL CIRCUITS AND ACCURATELY IDENTIFY THEM ON THE c. IF A WALL IS CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS BOXES MAY HAVE A V. DUCTWORK: FOR HEATING, VENTILATION, AND AIR CONDITIONING SYSTEMS, PROVIDE FIBROUS GLASS DUCTBOA D MAXIMUM SETBACK OF 14". � � K. ALL WORK SHALL BE INSTALLED IN A WORKMANLIKE MANNER BY EXPERIENCED TRADESMEN. CONTRACTORS DUCTS FABRICATED AND INSTALLED TO PERTINENT SMACNA STANDARDS, AND THE REQUIREMENTS OF PANEL DIRECTORY. / SHALL MAINTAIN A CLEAN WORK PREMISE AT ALL TIMES AND SHALL CLEAN CONSTRUC11ON SITE of ALL HIS GOVERNMENTAL AGENCIES HAVING JURISDICTION, WHICHEVER REQUIREMENT IS MORE STRINGENT AS DETERMINED b. NEW TYPEWRITTEN SCHEDULES SHALL INDICATE CIRCUIT NUMBER, LOAD SERVED, AND d. BACK-TO-BACK AND THROUGH WALL BOXES ARE NOT PERMITTED. DEBRIS AT JOB COMPLETION AND BEFORE FINAL PAYMENT IS MADE. OR OTHERWISE JUDGED BY AND ONLY BY THE ARCHITECT. CORRESPONDING LOCATION OR ROOM NUMBER(S). e. ONE AND TWO GANG BOXES SHALL BE SUPPORTED BY A VERTICAL STUD ON ONE SIDE. L FURNISH ONE MARKED-UP SET OF "PLUMBING AS BUILTS" TO ARCHITECT / OWNER SHOWING LOCATION OF1. DUCTS TO BE CONSTRUCTED of 1-1/2 INCH THICK, FIBERGLASS DUCT BOARD WITH FACTORY APPLIED J. PERMITS: f. FOR THREE OR MORE GANG BOXES, PROVIDE BOX SUPPORT FROM A HORIZONTAL STUD ;4 CLEANOUTS, SHUT-OFF VALVES WITH DIMENSIONAL LOCATION OF ALL EXTERIOR UTILITIES OR CLEANOUTS. BIOCIDE, OVENS-CORNING ENDURAGOLD - TYPE 800 - 6.5R, CERTAINTEED TOUGHGARD - TYPE EL800 1. OBTAIN PERMITS AND REQUEST INSPECTIONS FROM ALL AUTHOR111ES HAVING JURISDICTION AHJ ABOVE OR BELOW BOX. O M. PLUMBING CONTRACTOR SHALL BASE HIS/ HER PROPOSAL ON ONLY APPROVED MATERIALS AND METHODS AS 6.5R OR EQUAL BY KNAUF FIBER CLASS. ( )� Robert E. Taylor, Architect p AND INCLUDE ALL ASSOCIATED COSTS OR FEES. g. BOXES INSTALLED IN MASONRY WALLS SHALL BE SOLIDLY MORTARED IN. Re No. AR 0005964 LISTED IN THESE SPECIFICA11ONS AND AS SHOWN ON DRAWINGS. ALL DEVIATIONS WTH REGARD TO 2. PROVIDE DAMPERS AND EXTRACTORS AS REQUIRED AT ALL BRANCH DUCTS, DUCT RUN-CUTS, OR OTHE g O INTERCONNECTIONS BETWEEN DUCTWORK. MANUALLY OPERATED DAMPERS ARE TO BE CONSTRUCTED OF 2. INCLUDE ALL,COSTS ASSOCIATED WITH PROVIDING UTILITY SERVICE AND TEMPORARY SERVICES TO 5. SURFACE MOUNTED CONDUIT, BOXES STRAPS, ETC., SHALL BE PAINTED TO MATCH SURROUNDING MANUFACTURER, MODEL NUMBER, SPECIFIED OPTIONAL ITEMS AND METHODS OF INSTALLATION OR CONSTRUCTION `THE PROJECT. SURFACE COORD. WITH ARCHITECT/ OWNER'S REPRESENTATIVE ARE CLASSIFIED AS ALTERNATES OR SUBSTITUTIONS TO THE BASIS OF DESIGN AND ARE SUBJECT TO APPROVAL GALVANIZED STEEL AND EQUIPPED WITH LOCKING QUADRANTS. - ( / }' � BY ARCHITECT AND OWNER. K. MATERIALS GENERAL: WIRING DEVICES 3. SEAL ALL DUCT SEAMS, TRANSVERSE AND LONGITUDINAL, AIR TIGHT WITH A SMACNA APPROVED ALUMIN M N. SUBMITTAL DATA TO BE IN COMPLIANCE WITH GENERAL CONDITIONS. THIS DATA TO BE PROVIDED FOR REVIEW DUCT TAPE AND AN APPROVED LAGGING ADHESIVE. 1. ALL MATERIALS PROVIDED SHALL BE NEW AND UNUSED, LISTED UNDER AN UL CATEGORY, AND A. ACCEPTABLE MANUFACTURERS FOR WIRING DEVICES: a BY THE ARCHITECT / OWNER WITHIN FIFTEEN (15) DAYS AFTER THE SIGNING OF CONTRACT. ALL SUBMITTAL W. FLEXIBLE DUCT - PROVIDE FACTORY FABRICATED INSULATED LOW PRESSURE FLEXIBLE DUCT WTH SHALL BE PRODUCT OF A MANUFACTURER REGULARLY ENGAGED IN PRODUCING SUCH EQUIPMENT 1. HUBBELL, LEVITON, ARROW HART, EAGLE, AND BRYANT. DATA TO BE REVIEWED AND ACCEPTED BY GENERAL CONTRACTOR. SUBMIT THREE (3) COMPLETE AND BOUND FOLLOWING ATTRIBUTES: AND MATERIALS FOR AT LEAST FIVE YEARS. 0 COPIES OF THE FOLLOWING DATA L. SUPPORTS: B. RECEPTACLES SHALL BE: 1. ZINC-COATED SPRING STEEL HELIX, WITH R-6 FIBERGLASS INSULATION, SHEATHED IN A SEAMLESS VAPOR 1. DOMESTIC WASTE AND VENT PIPE & PIPE FITTINGS - PVC BARRIER JACKET. 1. EQUIPMENT, INCLUDING LIGHTING FIXTURES, SHALL BE SUPPORTED FROM STRUCTURE AND NOT 1. INTERIOR: 2 DOMESTIC WATER PIPE & PIPE FITTINGS - CPVC 2. INTERIOR FIRE-RESISTIVE COATED TO PREVENT FIBER EROSION FROM ROOF DECKING. a. 15A & 20A, 125V SPECIFICATION GRADE WITH IMPACT RESISTANT NYLON FACE. 3. VALVES AND PIPE INSULATION 3. STRAIGHT RUN SOUND ABSORPTION OF 3 DB PER FT, AND 5 DB PER FT SOUND ABSORPTION AT 45 b. INCLUDING HUBBELL NO. 5252, EAGLE NO. 5262, BRYANT NO. 5262, LEVITON NO. 5362, AND 4. PLUMBING FIXTURES AND TRIM, INCLUDING CARRIERS DEGREE BENDS GROUNDING AND BONDING ARROW HART NO. 5362. 0. ALL PIPING INVERTS ARE TO BE ESTABLISHED AFTER FINISHED FLOOR ELEVATION AND UTILITY SEWER INVERTS 4. COMPOSITE ASSEMBLY, INCLUDING INSULATION AND VAPOR BARRIER, MEETING CLASS 1 REQUIREMENTS A. GROUNDED CONDUCTORS: 2. EXTERIOR: ARE DETERMINED. FLAME SPREAD of 25 OR LESS AND SMOKE DEVELOPED OF 50 OR LESS AS SET FORTH IN NFPA BULLS N 1. GROUNDED NEUTRAL CONDUCTOR SHALL BE COPPER WITH WHITE OR GRAY INSULATION. a. GROUND FAULT CIRCUIT INTERRUPTING (GFCI) DUPLEX RECEPTACLES. P. ALL WATER MAIN SHUT-OFF VALVES AND ISOLATION VALVES ARE TO BE FURNISHED WITH AN IDENTIFICATION 90-A AND BEARING UL LABEL AS AN AIR DUCT. b. HUBBELL NO. GF5262 OR EQUAL. NAME PLATE INDICATING FUNCTION OR PURPOSE. 5. PROVIDE FLEXIBLE DUCT IN FULLY EXTENDED CONDITION, FREE FROM SAGS AND KINKS. 2. EQUIPMENT GROUNDING CONDUCTOR SHALL BE COPPER WITH GREEN INSULATION. 3. PROVIDE EQUIPMENT GROUND CONDUCTORS IN ALL FEEDER AND BRANCH CIRCUIT CONDUITS, AND C. TOGGLE SWITCHES SHALL BE: 1. LOCATE COLD WATER LINES A MIN. OF 6 INCHES FROM HOT WATER LINE. 6. ACCEPTABLE PRODUCTS: ATCO, METALFLEX OR FLEXMASTER 1. 15A, 120V, SPECIFICATION GRADE WITH A QUIET OPERATING NYLON TOGGLE. M 2 PROVIDE SLEEVES AROUND PIPES PASSING THROUGH CONCRETE OR MASONRY FLOORS, WALLS, PARTITIONS, X. THIS CONTRACTOR SHALL CAP ALL DUCT SYSTEMS DURING CONSTRUCTION TO PREVENT THE ACCUMULA11ON TERMINATE ON AN UN-INSULATED GROUND BUS WITHIN THE APPROPRIATE PANEL OR EQUIPMENT ^l RAL MEMBERS. SEAL SLEEVES WTH SPECIFIED SEALANTS. CONSTRUC110N DEBRIS INSIDE DUCT SYSTEMS. AFTER DRY-IN WHEN THE AIR HANDLING SYSTEMS ARE ENCLOSURE. a. HUBBELL N0. HBL1221CN OR EQUAL OR STRUCTURAL 4. NEUTRAL BUS OF DISTRIBUTION EQUIPMENT SHALL NOT BE USED FOR EQUIPMENT GROUNDS. D. COLOR OF RECEPTACLES AND TOGGLE SWITCHES SHALL BE WHITE OR IVORY AS SELECTED BY Q. WATER PIPING TO BE SCHEDULE 40, CPVC PRESSURE PIPE AND FITTINGS, ASTM D2846, ASTM F441 ASTM F442, OPERATED, TEMPORARY FILTERS SHALL BE INSTALLED OVER ALL RETURN INTAKE LOCATIONS IN ADDITION TO TdE AS MANUFACTURED BY HARVEL PLASTICS INC. ALL FITTINGS TO BE SOLVENT JOINT TYPE TO MATCH PIPE STANDARD FILTER IN THE AIR HANDLER UNITS, TO PREVENT DUST AND DEBRIS FROM ACCUMULATING INSIDE ME B. ALL EQUIPMENT ENCLOSURES, RACEWAY SYSTEMS, ETC., SHALL BE GROUNDED. ARCHITECT/ OWNER. SPECS RETURN DUCT SYSTEM. A COMPLETE NEW SET OF FILTERS SHALL BE INSTALLED IN ALL AIR HANDLERS AFTER C. PROVIDE A COMPLETE GROUNDING SYSTEM IN ACCORDANCE WITH NEC-250 AND ANY APPLICABLE E. WALL PLATES (SWITCHES AND RECEPTACLES): ALL WALL PLATES SHALL BE CONSTRUCTED OF R. INTERIOR AND EXTERIOR WASTE AND VENT PIPING TO BE SCHEDULE 40 PVC-DWV PIPE AND FILLINGS, ASTM ALL CONSTRUCTION IS COMPLETE AND PRIOR TO OWNER'S ACCEPTANCE. STATE OR LOCAL CODES. HIGH-IMPACT NYLON, WHITE OR IVORY AS SELECTED BY ARCHITECT/ OWNER. �....� D2665-82 (PVC) AND ASTM D2661-84 (DWV), AS MANUFACTURED BY G.S.R., CHARLOTTE PLASTIC PIPE & Y. ALL AIR HANDLERS TO BE PROVIDED W'\ AN AUXILIARY CONDENSATE DRAIN PAN. DRAIN PAN SHALL BE 1. ALL GROUNDING EQUIPMENT SHALL BE UL LISTED. F. WEATHERPROOF WALL PLATES SHALL BE CAST ALUMINUM: CONSTRUCTED OF GALVANIZED STEEL, AND PROVIDED WITH FAN SHUT-DOWN FLOAT SWITCH, AND 3/4!' PVC FOUNDARY CO. FOAM CORE PVC PIPE PRODUCTS ARE NOT ACCEPTABLE. ALL FITTINGS SHALL BE SOLVENT CONDUCTORS 1. HUBBELL N0. 7420 O.E. FOR TOGGLE SWITCHES. JOINT TYPE PER THE SPECIFICATIONS. AUXILIARY DRAIN ROUTED OUT OF BUILDING. AUXILIARY DRAIN LINE TO BE PROVIDED WITH PVC BALL VALVE 2. HUBBELL NO. WP26 O.E. FOR EXTERIOR GFCI RECEPTACLES. S. SOIL AND WASTE PIPING SHALL BE TESTED AND PROVEN TIGHT BY A WATER TEST OF THE SYSTEM WITH NOT FOR DRAIN CONTROL. A. ALL CONDUCTORS PROVIDED IN THESE CONTRACT DOCUMENTS SHALL BE 60QV., RATED, THWN OR THHN ~ Z. ALL AIR HANDLERS TO BE PROVIDED CONDENSATE DRAIN TRAP AT THE UNIT CONNECTION AND G. MOUNTING HEIGHT AND LOCATION OF SPECIAL PURPOSE RECEPTACLES AND EQUIPMENT CONNECTIONS LESS THAN 5'-0" HYDROSTATIC HEAD, FOR A PERIOD OF NOT LESS THAN 48 HOURS. INSULATION. SHALL BE FIELD VERIFIED WITH REVIEWED SHOP DRAWINGS PRIOR TO ROUGH-IN. T. WATER PIPING SHALL BE TESTED AND PROVIDED TIGHT UNDER A HYDROSTATIC PRESSURE OF NOT LESS THAN CONDENSATE OVERFLOW SWITCH WIRED TO SHUT DOWN AIR HANDLER IN THE EVENT THAT CONDENSATE FLOW B. PROVIDE STRANDED COPPER CONDUCTORS, EXCEPT NO. 12 OR SMALLER MAY BE SOLID COPPER. STOPS. CONDENSATE LINES INSIDE MECHANICAL ROOMS TO BE FULL SIZE SCHEDULE 40 PVC INSULATED WTH 15 100 PSIG, FOR A PERIOD NOT LESS THAN 48 HOURS. INCH ARMAFLEX. COORDINATE DRAIN LINE ROUTING TO APPROVED DRAIN LOCATION WITH GC, OWNER AND C. UNLESS SPECIFIED BY GOVERNING AUTHORITY HAVING JURISDICTION, POWER WIRING SHALL BE COLOR LIGHTING FIXTURES � 1 U. HOT WATER PIPING TO BE INSULATED WTH 1 INCH THICK RIGID FIBERGLASS INSULATION AND ALL SERVICE PLUMBING CONTRACTOR. CODED AS FOLLOWS: JACKET (ASJ). 0.5 INCH THICK POLYETHYLENE FOAM TUBE INSULATION MAY BE USED ON BRANCH DROPS AND AA. PROVIDE NEW THERMOSTATS FOR EQUIPMENT. MOUNT NEW THERMOSTATS AT 54" MAX., TO TOP, ABOVE FINISH 1. FOR 120/208V, 1 PHASE, 3 WIRE SYSTEMS: A. LIGHTING FIXTURES TO BE AS SCHEDULED. SMALL DIAMETER TUBE LESS THAN 1 INCHINSIDE STUD OR PLUMBING WALLS.. ( FLOOR. COORDINATE WITH GENERAL CONTRACTOR TO HAVE ELECTRICAL CONTRACTOR PROVIDE CONDUIT AND a. PHASE A = BLACK. B. LIGHTING FIXTURES AND COMPONENTS SHALL BE UL LISTED. V. COLD WATER PIPING, ABOVE AIR CONDITIONED CEILINGS TO BE INSULATED WITH 0.375 INCH THICK POLYETHYLENE J-BOX IN ATTIC WITH CONDUIT STUBBED ABOVE CEILING. LOW VOLTAGE CONTROL WIRING TO BE PROVIDED A Db. PHASE B - RED. C. BALLASTS SHALL BE ETL, CBM CERTIFIED AND UL LISTED, WITH A POWER FACTOR GREATER THAN OR w FOAM INSULATION TO PREVENT CONDENSATION. INSTALLED BY THIS CONTRACTOR, ROUTE TO AVOID LOAD CARRYING CONDUCTORS LARGER THAN 10 AWG. A EQUAL TO 0.90, TOTAL HARMONIC DISTORTION LESS THAN OR EQUAL TO 10%, AND HAVE SLOW BLOW W. ALL POTABLE WATER PIPING SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 610 OF THE FLORIDA CROSSINGS TO BE PERPENDICULAR WITHIN 15 DEGREES. c. NEUTRAL = WHITE FUSING. U PLUMBING CODE. AB. WARRANTY. MECHANICAL CONTRACTOR SHALL GUARANTEE ALL NEW EQUIPMENT, MATERIALS AND WORKMANSHIPd. GROUND CONDUCTOR = GREEN. 1. BALLASTS SHALL BE ENERGY SAVING, CLASS P THERMAL PROTECTION, AND CLASS A SOUND �4 NS TO BE INSTALLED AT ALL CONNEC11ONS OF DISSIMILAR METALS. PROVIDED UNDER THIS DIVISION TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL D. CONNECTOR SIZE (UNLESS NOTED OTHERWISE): RATING. u X. DIELECTRIC UNTO ACCEPTANCE Y. ALL HOSE BIBS AND FAUCETS WW\, THREADED HOSE CONNECTIONS TO HAVE VACUUM BREAKERS. 1. MINIMUM BRANCH CIRCUIT CONDUCTOR SIZE IS NO. 12 AWG. D. ALL INCANDESCENT FIXTURES SHALL HAVE A THERMAL CUTOFF FEATURE. F••••� Q Z. FURNISH AND INSTALL CLEANOUTS IN LOCATIONS SHOWN ON PLANS AND AS REQUIRED BY CODE. CLEANOUTS a. PROVIDE #12 AWG CONDUCTORS FOR BRANCH CIRCUITS NOT OTHERWISE SHOWN OR E. LAMPS: OF BRONZE. SCHEDULED ON THE DRAWINGS. F+1 O IN FINISHED FLOORS TO HAVE A SQUARE ACCESS COVER AND FRAME 1. FLUORESCENT LAMPS SHALL HAVE A MIN. RATING OF 3500 DEG. KELVIN, AND CRI OF 70. ll O AA. ALL NEW FIXTURE TRIM SHALL BE CHROME PLATED, AND WHERE PIPING FAUCETS, ETC., PROTRUDE THROUGH THE DIVISION 16 ELECTRICAL SPECIFICATIONS b. FOR LIGHTING CIRCUITS, WHERE APPLICABLE MINIMUM WIRE SIZE MAY BE NO. 14 AWG. 2. COMPACT FLUORESCENT LAMPS (CFL). h�-1 WALLS, FLOORS, OR FIXTURE SLABS, CHROME PLATED CAST BRASS ESCUTCHEONS SHALL BE INSTALLED. GENERAL ELECTRICAL REQUIREMENTS 2. PROVIDE CONDUCTOR QUANTITIES AS REQUIRED FOR PROPER OPERATION OF DEVICES OR (T� Q EQUIPMENT SERVED. F. SURFACE, CABLE, AND PENDENT MOUNTED LIGHTING FIXTURES SHALL BE SUPPORTED FROM BUILDING AB. ALL WATER CONNECTIONS TO FIXTURES SHALL BE PROVIDED WITH STOPS. A. REFERENCE DIVISION 01 GENERAL REQUIREMENTS OF THESE SPECIFICATIONS FOR APPLICABLE STRUCTURE. Q AC. PLUMBING CONTRACTOR SHALL GUARANTEE ALL EQUIPMENT, MATERIALS AND WORKMANSHIP PROVIDED UNDER INFORMATION RELATIVE TO THIS DIVISION. E. FEEDER CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 2 PERCENT AT DESIGN G. WALL MOUNTED AND CEILING MOUNTED SURFACE FIXTURES SHALL BE ATTACHED TO OUTLET BOXES IN THIS DIVISION TO BE FREE FROM DEFECTS FOR A PERIOD of ONE YEAR FROM DATE OF FINAL ACCEPTANCE. B. TERMS: LOAD. A MANNER TO PREVENT FIXTURE TURNING. F. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 3 PERCENT H. AT SUBSTANTIAL COMPLETION INSPECTION, ALL FIXTURES AND LENSES SHALL BE CLEAN AND FREE 1. "PROVIDE" IS DEFINED AS MEANING "FURNISH AND INSTALL". AT DESIGN LOAD. DIVISION 15 MECHANICAL SPECIFICATIONS 2. "CONSTRUCTION DOCUMENTS" INCLUDES PROJECT SPECIFICATIONS AND ACCOMPANYING DRAWIN S. FROM SMUDGES, CONSTRUCTION DEBRIS, ETC., CAMPED, AND OPERATIONAL. M A. REFERENCE DIVISION O1 GENERAL REQUIREMENTS OF THESE SPECIFICATIONS FOR APPLICABLE INFORMATION 3. AHJ IS AUTHORITY HAVING JURISDICTION. RACEWAYS AND BOXES O RELATIVE TO THIS DIVISION. C. DIVISION 16 WORK, EQUIPMENT AND INSTALLATION PERFORMED UNDER THESE SPECIFICATIONS SHALL BE BELOW APPLY TO ALL WORK RELATED TO THE HVAC MECHANICAL INSTALLATION. DONE IN A "FIRST CLASS" MANNER AND INSTALLED AS REQUIRED TO MEET OR EXCEED AND CONFORM A. ACCEPTABLE MANUFACTURERS FOR RACEWAYS AND BOXES: B. SPECIFICATIONS LISTED C. EQUIPMENT, DUCTWORK, LOUVERS, AND OTHER AIR DISTRIBUTION EQUIPMENT AND MATERIALS DESIGNATED TO BE TO CODES AND STANDARDS CITED IN DIVISION 01, GENERAL REQUIREMENTS OF THESE SPECIFICATIO S. 1. CONDUIT: ALLIED TUBE AND CONDUIT, WHEATLAND TUBE CO., LTV, CARLON. NEW SHALL CONFORM TO THE THE STANDARDS AND CODE REQUIREMENTS CITED IN DIVISION 01, GENERAL D. SUBMITTALS: 2. CONDUIT FITTINGS: THOMAS & BETTS, MIDWEST ELECTRIC, CROUSE-HINDS, CARLON, 0-Z/GEDNEY. a REQUIREMENTS OF THESE SPECIFICATIONS. 1. SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND PRODUCT DATA FOR RACEWAY, BOXES, 3. BOXES: RACO, STEEL CITY. D. MECHANICAL DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO BE SCALED. MECHANICAL CONTRACTOR WIRING DEVICES, FIXTURES, DISCONNECTS, AND EQUIPMENT ENCLOSURES. a. PVC ELECTRICAL BOXES ARE ACCEPTABLE AT LOCATIONS PERMITTED BY CODE. SHALL VISIT JOB SITE PRIOR TO SUBMITTING A BID TO VERIFY ALL DIMENSIONS AND CLEARANCES. NOTIFY 2. PROVIDE AN OPERATING AND MAINTENANCE MANUAL TO BUILDING OWNER. MANUALS SHALL 4. CONDUIT SUPPORTS: MINERALLAC, UNISTRUT, KINDORF. �C ARCHITECT/ OWNER OF ANY APPARENT CONFLICTS. INCLUDE, AT A MIN., THE FOLLOWING: E. ANY APPARATUS, APPLIANCE, MATERIAL, OR WORK NOT SHOWN ON DRAWINGS BUT MENTIONED HEREIN, OR VISE B. CONDUIT: a a. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE F VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE AND OPERABL1. RIGID METAL CONDUITRMC . U ( )E IN ALL EQUIPMENT REQUIRING MAINTENANCE. W RESPECTS AND READY FOR OPERATION, EVEN IF NOT SPECIFICALLY IDENTIFIED, SHALL BE FURNISHED, DELIVERED, b REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. a. MAY BE INSTALLED IN ANY LOCATION, EXCEPT IN A CORROSIVE ATMOSPHERE. Cn AND INSTALLED BY MECHANICAL CONTRACTORWUITHQUT ADDITIONAL EXPENSE TO OWNER. b. RMC INSTALLED BELOW GRADE SHALL BE GIVEN AN EVEN AND COMPLETE COAT OF z � F. DEVIATIONS FROM MATERIALS, METHODS, AND PROCEDURES SET FORTH HEREIN MUST BE APPROVED IN WRITING c. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. BITUMASTIC PAINT. O U BY THE ARCHITECT/ OWNER. APPROVAL WLL NOT BE GIVEN UNLESS THE ARCHITECT/ OWNER IS SATISFIED d. THIS CONTRACTOR SHALL SUBMIT THIS INFORMATION TO OWNER AT COMPLETION OF PROJECT. THAT THE PROPOSED SYSTEM IS SUPERIOR IN PERFORMANCE, DURABILITY, LONGEVITY, AND RELIABILITY TO THAT 3. ARCHITECT'S SHOP DRAWING PRODUCT DATA REVIEW SHALL BE ONLY FOR CONFORMANCE WITH 2. INTERMEDIATE METAL CONDUIT (IMC). Lu SPECIFIED. DESIGN CONCEPT OF PROJECT AND COMPLIANCE WITH CONSTRUCTION DOCUMENTS. a. MAY BE INSTALLED IN ANY LOCATION EXCEPT BELOW GRADE OR IN A CORROSIVE U G. SUBMISSION OF A BID OR PROPOSAL WVILL BE CONSTRUED AS EVIDENCE THAT MECHANICAL CONTRACTOR HAS E. PROJECT CONDITIONS AND COORDINATION: ATMOSPHERE. �-+ Lu FAMILIARIZED HIMSELF/ HERSELF WTH DRAWINGS, SPECIFICATIONS AND BUILDING SITE. CLAIMS MADE 3. RIGID NON-METALLIC (RNC). z: 1. SIZE OF WRING AND ROUTING OR CIRCUITRY IS NOT SHOWN, BUT SHALL BE DONE AS REQUIRED "' U rx SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND/OR LABOR DUE TO DIFFICULTIES ENCOUNTERED WWW NOT TO ACCOMMODATE THIS CONSTRUCTION AND THE ABOVE CITED CODES AND STANDARDS. a. MAY BE INSTALLED IN CONCRETE ENCASEMENT BELOW GRADE OR BURIED DIRECTLY LTJ 0 BE RECOGNIZED, UNLESS DIFFICULTIES COULD NOT HAVE BEEN FORESEEN EVEN THOUGH PROPER EXAMINATION 2. INFORMATION SHOWN ON CONSTRUCTION DOCUMENTS IS A DEPICTION OF DESIGN INTENT, BUTS UNDERGROUND. n HAD BEEN MADE. NOT GUARANTEED. b. USE RNC IN CORROSIVE ATMOSPHERES. (n H. IN THE EVENT OF CONTRADICTIONS, ON THESE DRAWINGS FROM SHEET TO SHEET, AND/OR BETWEEN ALL 4. ELECTRICAL METALLIC TUBING EMT MECHANICAL, PLUP�'BING, ELECTRICAL, ARCHITECTURAL AND/OR CIVIL DRAWVINGS AND SPECIFICATIONS. MECHANICAL 3. DO NOT SCALE DRAWINGS. FOR EXACT DIMENSIONS REFER TO DIMENSIONED DETAILS. FIELD (EMT). VERIFY EXISTING CONDITIONS. a. MAY BE INSTALLED IN INTERIOR LOCATIONS LXCEPT HAZARDOUS LOCATIONS. W CONTRACTOR SHAL INCLUDE IN HIS BID COST OF THE MOST RESTRICTIVE (COSTLY) ACTION SPECIFIED. ALL DISCREPANCIES SI-.ALL BE BROUGHT TO THE ARCHITECT/ OWNER'S ATTENTION PRIOR TO PRE-CONSTRUCTION 4. WHERE ARCHITECTURAL/ STRUCTURAL FEATURES GOVERN LOCATION OF WORK, REFER TO 5. METAL CLAD CABLE (MCC). CONFERENCE, FOR CLARIFICATION OF THE WORK TO BE PERFORMED. ANY COSTS GENERATED AS A RESULT OF ARCHITECTURAL / STRUCTURAL DRAWINGS. a. MAY BE USED AS ALLOWED BY ARTICLE 330 OF NEC. W FAILURE TO IDENTIFY THESE DISCREPANCIES SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR. 5. GENERAL CONTRACTOR SHALL COORDINATE WORK OF VARIOUS TRADES SO THAT INTERFERENCE 6. LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC). OFFICE F �� CmP` z F-4 I. SHOULD ANY QUESTIONS AND/OR DISCREPANCIES ARISE REGARDING THE CONTRACT DOCUMENTS AND/OR FIELD BETWEEN CONDUITS, PIPING, DUCTWORK, EQUIPMENT, ARCHITECTURAL AND STRUCTURAL WORK, a. SHALL BE USED FOR FINAL EQUIPMENT CONNECTIONS IN EXTERIOR AND WET LOCATIONS. m CONDITIONS, THE G�IECHANICAL CONTRACTOR SHAH CONTACT THE ARCHITECT/ OWNER FOR PROPER ETC., WILL BE AVOIDED. m b. LFMC SHALL BE IN TO EXCEED 6 FEET. _ + 0 INTERPRETATION AND OR CLARIFICATION PRIOR TO THE COMMENCEMENT OF ANY WORK. IN THE ABSENCE OF 6. PROVIDE ALL NECESSARY MODIFICATIONS, OFFSETS IN RACEWAYS, FITTINGS, ETC., REQUIRED FCR A STALLED IN LENGTHS NOT v L-1 SUCH REQUEST NO/OR AUTHORIZATION FROM THE ARCHITECT OWNER THE MECHANICAL CONTRACTOR WVILL BE PROPER INSTALLATION, SO AS TO TAKE UP A MINIMUM OF SPACE. 7. NON METALIC SHEATHED CABLE TYPES, NM, NMC AND NMS ARE ALLOWED PER ARTICLE 334 OF DIMENSIONS ON THIS DRAWING ARE TO SHEET NO / 7. LOCATIONS OF EXISTING UNDERGROUND UTILITIES HAVE NOT BEEN INDEPENDENTLY VERIFIED B THE NATIONAL ELECTRIC CODE. PROCEEDING AT HIS OWN RISK. OWNER OR ITS REPRESENTATIVE. a. NON METALIC SHEATHED CABLES ARE TO BE INSTALLED IN STRICT COMPLIANCE WITH BE READ AS PLUS OR MINUS AND SHALL � J. THIS CONTRACTOR SHALL PAY FOR ALL INSPECTIONS, PERMITS, CERTIFICATES AND LICENSE FEES IN CONNECTION WTH THIS WORK. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ALL PERMITS AND SCHEDULING 8. GENERAL CONTRACTOR SHALL DETERMINE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE PROV1SIONS OF THE NEC PARTICULARLY WITH REFER3ENCE TO LOCATIONS AND CONDITIONS BE FIELD VERIFIED BY THE GENERAL p.., CONTRACTOR PRIOR TO CONSTRUCTION A4 ,, 4 0 DATE COMPONENTS 8c CLADDING 31'-m" OlOCTOBIlZ 2016 W 1 2 3 4 FILE NUMBER U ROOF PITCy �H = 5:12 10'-0" 10'-0" 10'-®" 1515 a EAVE HEIGHT = 8'-0" B D Q WIND SPEED = 130 MPH Z NEW ALUM COLUMN AND A3.1 A1.3 E� EXPOSURE = C `L `Z REINFORCED CONCRETE NEW EXTERIOR � O FOOTING, TYPICAL OF 4. CONCRETE SLAB Z WIND PRESSURE (PSF) N =% O Q EFFECTIVE r - -� r15 -- - r-- --,I r- . . , ZONE AREA POSITIVE I .. 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D as : . z ... .. . - • . •:. - . 3 M . ..: . 50 +13.9 -60.8 ... :.: . . . : .::. . .. ::. . . :.:. \ w . SLA . MATCH ELEVATION :1. SIM. x 2 M .. cc I : ...... .. :.:'::OF 100 +12.4 -56.2 ETR CONC : : .. . . :;oo LAB, TYP. ~ U o z ..: . .- . ETR S r~ .:....��a :. .:.: .. .;. NEW REINFORCED CMU o �¢ � 10 +30.4 33.0 FOOTING .•. I :: :'.' :. : . .: .:.:' a :...... .. .. .. .. :... . .. .. : . 3 ". . . .. . " . . '. . . _ . N w 20 +29.0 -31.6 . ' .. . . ...':. ..... . .. . ......... :... . ' . ' :... .. . . •...� : .. ..... .. ••. ....-... ......... .:.....:..�. ..:. . . . ST WALL AT A i 10 EM :I DDT m � r- �' P* 4 _ ETR CONC ..�. . . .. 50 +27.2 29.8 : :: :..:. .: Q 1 '.. . . . ik ::. . FOOTING - - - - - - -- - - - - - - - - O W 100 +25.9 28.4 .. .. 500 +22.7 -25.2 2 r ::: =:- ...� .. . . a . ... :. . :.. : .. ,� � /7 ------- ---- -------------------------------- _/_ -- --- .. - . . . . ' / . .. � 10 +30.4 -40.7 � -- �` e � -.- �'- �' �- I �- . . i . . .� / .. NEW REINFORCED CONCRETE FOOTING SEAL u 20 +29.0 -38.0 � ,-j 1 �� ETR CMU - - - - - - - - - - - -I I T - 5 O 3 I o �. i . ( k r. - I AT ADDITION. STEM WALL 1 ETR CMU STEM WALL I I i . - 50 +27.2 -34.3 - - -_ _ I _ I i . / . i . i . i . � . � . . i . 100 +25.9 -31.6 �------' 7 I I I 0 ) , . / . � . � . , / . . , . j : / . / . . � jil. j . , : � . � . � .I . , q 500 +22.7 -25.2 � \..'J � � I I � 1 I '1 1! . i . .. , / . � . , � . , . . , . i _ � 1 i . � OFFICE. . . i - � I I SIM A1.3 '_4 3 1 \ 1 1 I NEW STEEIL COLUMN N0. 2, I 1. I i . 111 - Al' - - � C\1 � � I WITH 3 -0 SQ I I i . i i . i . i . i . i . i . I 0 \ 1 � . � . � . * / � . I. � . � . �I. I � .,,,� � � J � i REINFORCED CONCRETE FOOTING i--�-I -mak . � . i . - � . i . - � . i . . � : i . . �, li . r � . . � . i . . � _ i .I .Ii I 6, ADVANCE COPY DRAWINGS O 1 - - - - I L SEE TYPICAL NOTE AT INTERSECTION OF NEW AND I "L t - - -�- -� • i . 1 (i i . • i . Q_/ 2 2 4 l I /I. 1 " ./ . . / . / �' SEE TYPICAL NOTE AT INTERSECTION NOT FOR CONSTRUCTION 1 EXISTING CONC FOOTINGS & SEE FOOTING SECTION E/A1.3. I I \ �` �' I OF NEW AND EXISTING CONC FOOTINGS. � --------- - I I _N - _ _ _ _ _ _ _ � ,X4 I/ I . / . . / . . ' / . 0 11 3 I a 1 I I_-- - 1 I i . " i . . i . . Ii I 1 I 11 1 .\1\ �\\\� i j KITCHEN @ \\�� \L . T�_ T�- �, �. �L W Qi 00,5 1 I ROOM OVERLAY EXISTING �\ 1\�\\. I 112 \ HIP ROOF- I I 113 CONCRETE W/ NEW. - \ .\\\\ I ETR CONC \ ---- --------------- I w NOTE: ETR CONC i I MATCH ELEVATION OF (o . \ ' \ / 11'-0" FOOTING 3'-0" CLOSET NO.1 I " " _ '-0". o o I ETR CMU \ 110 1 I Robert E. Taylor, Architect 04 DIMENSION a 4 FOOTING I I I KITCHEN FI OOR SLAB. . \ STEM WALL ETR CONCL:ETE \\\\\ ,''/ a'-10" I ETR CONC 0 1 / FOOTING H I STEP UP �' ETR CMU STEM WALL I I � li I \. I � I � - - - - - -- - - - - - - - - - - - - - . . -J I I i---- I I 1 P4 II » II i 1 ' 1 a ______ ___u_-----_ 6------------------ _-_-__--_____ J I J 1 NEW 3 1/2" STEEL COLUMN FOR HIP BEAMS. I I ETR CONC INVESTIGATE EXISTING FOUNDATION TO VERIFY I I FOOTING STRUCTURAL ADEQUACY. REQUIRES A MINIMUM OF I I I GALLEY 2' X 2' X 1' CONCRETE FOOTING, SIM TO E/A1.3. I I I Ir- NEW REINFORCED CONCRETE MASTER I I 0 cv FOOTING AT ADDITION. ROOM BEDR090M ( i I Q Q °� 102 1 1 I 1 A I A1.3 M SEE TYPICAL NOTE M -11-01 AT INTERSECTION of EXISTING / RENOVATED TYPICAL NOTE AT INTERSECTION OF NEW AND EXISTING CONC FOOTINGS N NEIN AND EXISTING �,,, 11-011 6'-6' CONC FOOTINGS. PARTIAL FOUNDATION PLAN DRILL TWO 3/4" ROUND HOLES, 8 DEEP, INTO EXISTING FOOTING AND INSERT #5 RE-BAR N 0 �L, / __77 1 e_ 2 1/4" = 1'-0" INTO HOLES. RE-BARS TO EXTEND 24 INTO NEW FOOTING. EPDXY INTO PLACE. u W m 1 I 1 __N/1_ �> � - - 17 1 • . .. ; -,. 1 1 ETR CMU �'-31/2° M•-•-� NEW - . -_- 1 STEM WALL 1 �7-)SEE TYPICAL NO TE AT INTERSECTION OF NOTE: 1 REINF CMU . 1 : . M WALL = C• I 1 NEW AND EXISTING CONC FOOTINGS. INTERIOR WALLS I i •I ' ~� STEM _ : BATHROOM % AT ADDITION � - •' � - . NO. 3 -:1. NEW CONCRETE NOT SHOWN I ...i .:' • M•"� ,n P4 . . �. IQ C/� 12 SLAB. MATCH 1 1 i• I` I NEW INTERIOR CONCRETE I .I0 I ELEVATION OF ' .1 I I SLAB. MATCH (ELEVATION BATHROOM 3 1�2I" i -a 6" I I ,:.' •-:.:. : ..' -- I ETR SLAB. 106 .J. .. ._.. .. :..f I I OF ETR SLAB, TYP. WASH 0 I :1: . � . .• . . I Ii-4 t -. -- -a -. = - I ROOM 1 - :. ::::. :.'..... ETR SHOWER 1 I . s .1 , I . . 103 I :`L:: .: . Ir P4 ..":.I 4-.ill :. .. .:I_ I I ETR CONCRETE I I . ,.o<. :: . .... . :.:.';.... . .: 7 [1.:. _.::...:.�: • - :::�. I (CLOSET N0. 3 FOOTING i : :- sC �� EW-+ rB ~ ' ETR CMU 1 ..�.: . ':. .:.. .: . . /� ••. .. SHOWER : .- I I 119 -.. � : :. A1.3 _ ,: _• ••.:::• 1:21 :.....'. STEM WALL_ SHOWER/ I - _ U evi (p • •.. • •• • N : . , DIINING TOILET • •' =': � •: .:I r- 0 ;n I 1 ROOM - -107- - 1 .:....' .I.... .� C u . • ::.: .+ . ETR CON I �\ [101 , I ' :�- ' FOOTING ETR CMU 1 I =� . = ,L \� S, . . I - - - - - - - - - - - - k`: C:.. I = A1.3 Q '• .,w:..,d 7 . • - F' - ... •.-' . - . • I I STEM WALL �\ - - - - - ,�' . / GARAGE - - - - - - - - - I O 11 ... �- ------------ -- •:. i .... . I.." : �> 4� - - - - - : "" ' BEDROOM 1 1 - AT • I . .. ' �1� -NEW MONOLITHIC REINF .... , . :. M CLOSET . . .. I I ELECTRIC PANEL h-� :. :. I N0. 2 _ XISTING 1 :•� CONCRETE FOOTING O - - - - - .. 0 4� ' {: a I NEW CONC SLAB. I I ' .:. . . ..NEW REINFOR ED AMU :. i Q i. : .: .. , I :.. ..� - �:{� ETR DOOR •'I. - . 1 1 in I • I MATCH ELEVATION 1 ID.- �iiiiiiiiiiiiiill STEM WALLA ADDITION.. .. CRETE I I C . . BATHROOM ETR CONCRETE I I I-.:. .:.: .. :°:."; .:. .., . :..':. :_..:':. .. ' .. - . .. L . I I ETR CON 1 > OF ETR SLAB. FOOTING . . ... . .. .. .. .. .. FOOTING : . :. N0. 2 =- I- , I I � = FIIIIIIIIIIIIIIII! 1. :: .: . .NQ . I : '.. 122 - , - I .. . '-..i. � ...,.STEM -� NEW I F CONCRETE F REN OR ED � � -• ' CU TO BE I I I� ._ _ OOTING AT DDITION.: ..�.-: �� :'-' � .. : .:...::...,I•:. :- L1.?- • : . I W ; ' W :. .. ..' I 1. '.. .Q RELOCATE _ = . 71 c I I 1 1..: C. .o - - - -_ i': ..... ... N - - i 1 /.'I. 4 ETR CMU : .�' :- : : .:..: 4 NEW PT 6 X 6 OOD COLUMNS 1 I �`' C7 o O I' , 1 I 1 c . .. '. STEM WALLEiIIIIIIIIIIII`ill . �:.° :: :,..:' , . . . 1 : .. , ..... cn¢: :. --: SEE E/A1.3, S I _ . .. .. . . . .. .. . . . . . . �.M :... SEE TYPICAL NOTE .. ....... .... ...' . : ..: i 1 I I S '� C \. : : ::..: : . :..: .':::.:...... :...: .. . :.:' I I I I': LOPE AT :I: AT INTERSECTION OF �, ....,.. ..'. :: .:........ :.. A I i 1 1 1:1/4 PER FT1 NEW AND EXISTING 12 X 12 ...•..-.:., '.. :.::., .: q , \: .: C . A2.1 . CONC FOOTINGS. MONOLITHIC FOOTING % A3.1 .-...._" ..: . NEW EXTERIOR AT OUTSIDE OF PORCH . CONCRETE SLAB p.� :. . .' .:.... ::. ...:...:: .::.. .:r..,.. .: I 11 1 I :.:1: - I W/ (2) ,#5 S CONT. .:.:.::.'-. _ -.•.:.:.. ..::... :..: :? :.. . ::.:".: :`..:. ::: I 1 1 I i , 1::.. ._.. . f. r �' I AND #4 S TRANSVERSE : ..... : .: , CJ . :. ... . I I I I-:.: C W : .: I EXISTING / RENOVATE© AT 48 O.C. \:. :: I I I I . 1 ::.:: r. �' z z \. , I ► 1 �..:: Q :-• PARTIAL FOUNDATION PLAN ...:�. -:. cJ: ::':.. ► I .� Q � \ :: : I I - E.:: » „ . . .: .. .:... . .. . �' NEW 8 X 8 I - . On P4 111 . 1. : ., p THICKENED CONC I I .I:..:. .:- :.. :: I - Z � �,: �� _.: 1 ; 1 EDGE, W/ (1) #5� I I I - p I- LiJ z �- .-:Q�... :..:.:..::. . I 1 1 AT SIDEWALK ,.J:.. ._.: -'.'. :. ..::L O O �-, 11 - O . .. �---- ------------------------------------------------- Q . .:. . . :.. ... :::.:C . :'• : :: TT;. - - MATCH ELEVATION OF EXISTING O ... . .. - - - - - - - - - - - - - ... .. C� � ....\ S� \.. . .. .. O ... . .; .. .. - . Q _ CJ . . .. . . .. .. . .. . ... : .. .. . ... .... - . ..... -:.: .. . $4 H :: . . CJ. .... :. .: . :*+ ...:: OFFICE� NEW 8 X 8 . .. .. , :• W - : T-. • -� �� I. .:. .. THICKENED CONC : .:.... .... . ... .. z �, t 0 EDGE, W/ (1) #5, ETR CONC DRIVEWAY � H AT SIDEWALK B � as W 4 � = O A3.1 a'-3 1/2" q x U T. E- 11 SCALE SHEET NO EXISTING � RENOVATED 3 1 0 8 DIMENSIONS ON THIS DRAWING ARE TO � BE READ AS PLUS OR MINUS AND SHALL C4 PARTIAL FOUNDATION PLAN BE FIELD VERIFIED BY THE GENERAL A-„ 3 1/411 = 11-0" 4 2 0 4 CO NTRACTO R PRIOR TO CONSTRUCTION 0 � DATE MECHANICAL LEGEND 01 OCTOBER 2016 FILE NUMBER 1515 & EQUIPMENT SCHEDULE �-4 91�0 AH1 EXISTING TO REMAIN Z O VERIFY -- TON UNIT SPECS: MAKE: CARRIER AH U AIR HANDLER Q AIR HANDLER MODEL: CONDENSER MODEL: ' SEER: Q q W CPORC D THERMOSTAT VERIFY MANUFACTURER x: _ CU CONDENSING UNIT 125 W VERIFY PROGRAMMABLE W VERIFY Cc ) 0M0 h j a... O O O FF----{{ W t� U F� � O -- SUPPLY GRILLE v M o Q AH2 VERIFY IF USED � Q � < � � o VERIFY ,a w ozm � M � TON UNIT SPECS: 1 4" MAKE: _11 1 . ., _ � � x ,., / x eee E ` N O M � t. � � I AIR HANDLER MODEL: w o I CONDENSER MODEL: h SUPPLY GRILLE ¢ v' o a ww SEER: ' NO a Ub P-6 P-4 OFFICE I THERMOSTAT ` . , ._ � e� �. SIDE THROW REGISTER H 111 VERIFY - � -, HONEYWELL = � 3 SEAL U,/ 5/2 PROGRAMMABLE u 0 0= FOCUS PRO 6000 THERMOSTAT - r � MOUNT AT 48F� " AF KITCHEN 7EXHAUST FANS VERIFY 112 I � SUNP F1 EF NEW EXHAUST FAN c� I NUTONE 8310 ROOM ADVANCE COPY DRAWINGS O 113 160 CFM NOT FOR CONSTRUCTION >. BEDROOM I j CLOSET NO.1 NO. 4 117 � I W I I E~ I Robert E. Taylor, Architect p 6 P-7 Reg No. AR 0005964 GALLEY PLUMBING LEGEND 114 MASTER BEDROOM & FIXTURE SCHEDULE P-8 109 U BATHROOM NO. 4 MARK DESCRIPTION NOTES 116 LIVING P-1 STANDARD ELONGATED BOWL WATER CLOSET, WHITE. WITH SOLID ROOM AS SELECTED 102 BRASS CHROME PLATED STOP, 1/2" CONNECTION, 1/4" CHROME BY OWNER AND PLATED SUPPLY PIPING AND BEES WAX FLOOR SEAL. INSTALLED BY PLUMBER HALL 115 (^'�l RELOCATED CONDENSING UNIT. P-2 LAVATORY- DROP IN LAVATORY WITH FITTINGS AND TRIM AS SELECTED AS SELECTED ` V BY OWNER BY OWNER AND N P-2 ————————————— U ———————————— INSTALLED BY _•,., BATHROOM MASTER a PLUMBER CLOSET P-3 SHOWER CERAMIC TILE SHOWER STALL WITH FITTINGS AND TRIM AS SELECTED �••� NO. 3 NO105 AS SELECTED BY OWNER. BY OWNER AND 120 BEDROOM MASTER NO. 3 BATHROOM INSTALLED BY 118 106 EF P-1 RING NM WASH — PLUMBER ROOM P-4 KITCHEN SINK - TWO COMPARTMENT STAINLESS STEEL SINK WITH AS SELECTED ~ 1 1 103 GARBAGE DISPOSAL WITH FAUCET, AND TRIM AS SELECTED BY BY OWNER AND OWNER. _ �� CLOSET NO. 3 - _ INSTALLED BY � n •• SHO R 119 v PLUMBER P-5 EXISTING WATER HEATER TO REMAIN - EXTEND WATER LINES FOR PROVIDED AND „ ±.. 121 [� l SHOWER/ HOT WATER TO ^ �1 _ • ' NEW SINKS, SHOWER, LAVATORIES AND DISHWASHER. INSTALLED BYF • ' '" TOILET 4-ol EF 107 P-g PLUMBER } P-3 P-6 DISH WASHER VERIFY LOCATION WITH OWNER UWH AS SELECTEDAH1OUTDOOR BY OWNER AND INSTALLED BY EXISTING SHOWER �? CLOSET NO. 2 6„ 6„ P-5 ELECTRIC PANEL 108 PLUMBER HT1 a EF PROVIDED BY P 1 123 P-7 PROVIDE NEW RECESSED VALVE BOX AND VALVE FOR ICE MAKER ° 6" CONNECTION. F....a - BEDROOM GENERAL O BATHROOM CONTRACTOR N 0. 2 INSTALLED BY � rt � •:- 124 NO. 2 PLUMBER Fr-i O P-2 ,��;,i P-8 NEW STAINLESS STEEL BAR SINK WITH FITTINGS AND TRIM AS SELECTED BY OWNER. AS SELECTED --- ---- ------ ---- --- - — , ii BY OWNER AND --- ---- ------ -- -- -- - - — <-J-- INSTALLED BY J GARAGE PLUMBER 104 P-9 OUTSIDE SHOWER - EXISTING TO REMAIN W EXISTING TO M w Q RELOCATE EXISTING REMAIN � CONDENSING UNIT. CAN CA C'7 W V) W r� _ W I �3zw Q U U U � � zz � Q CO Q U � O WAV) W J C:) ETR CONC DRIVEWAY w � w Lu OFFICE COPY C4 MECHANICAL & PLUMBING PLAN D Q u 1/4)) = 1'-0" NORTH GRAPHIC SCALE SHEET NO I 3 1 0 g DIMENSIONS ON THIS DRAWING ARE TO BE READ AS PLUS OR MINUS AND SHALL \c*i\n BE REED VERIFIED BY THE GENERAL BUILDING 4 2 0 a 4 CONTRACTOR PRIOR TO CONSTRUCTION • 1 INCH = 4 FEET (IN FEET) u DATE ELECTRICAL LEGE °1OCTOBER2°16 ND � FILE NUMBER & FIXTURE SCHEDULE 1515 ® NEW 1'-0" x 4'-0" FLUORESCENT � O O O O O p CEILING FAN FE-01 BATHROOM EXHAUST FAN Q ® PROVIDE DEDICATED CIRCUIT(S) FOR LOW VOLTAGE BRACKET MOUNTED LIGHT © UNDER MOUNT LIGHT (UNDER WALL CABINETS) Q W LIGHTING TO BE LOCATED WITHIN OR ON TOP OF '�- PENDANT LIGHT �' CEILING LIGHT > BASE AND WALL CABINETS. VERIFY EXACT W REQUIREMENTS W/ OWNER. T v� D RECESSED CAN LIGHT w CPORCHD Q 00 � 125 WALL MOUNTED LIGHT CEILING MOUNTED LIGHT Q o w O O N M 00 ALL NEW ABOVE COUNTER RECEPTACLES IN KITCHEN 220 V RECEPTACLE Q v GFCI � �¢ � � No � 112 TO BE GFCI AND MOUNTED AT 46" TO �, � LJ 18" " 44 �, N W EXCEPT RECEPTACLES UNDER WINDOW WHICH ARE DUPLEX RECEPTACLE DUPLEX RECEPTACLE GFCI , = z 00 M U TO BE PLACED HORIZONTAL WITHIN THE �-- o w00 BACKSPLASH. J� JUNCTION BOX U z 1/4" SWITCH DIMMER SWITCH <••• 1 D Q W 0 0 F31TYP $3 3 WAY SWITCH FAN SWITCH F SEAL U 1 �` � DATA AND TELEPHONE - 3/4" CONDUIT AND JUNCTION BOX OFFICE � /* F2 ilk 1 111 i TYP• \"'TYP ;� DISCONNECT ---------------------------- F1 S SMOKE DETECTOR ELECTRICAL WIRING ADVANCE @K db vCOPY DRAWINGS O ` o b ' J NOT FOR CONSTRUCTION KITCHEN<> 1 g" SUN 112 ; 1 MARK MODEL # DESCRIPTION NOTES ROOM /_ �� ; � � F31 � TY�* W CEILING MOUNTED SELECTED BY j CLOSET NO.1 F1 OWNER INSTALLED F4 110 BY ELECTRICIAN I 1 iz RECESSED CAN LIGHT SELECTED BY Robert E. Taylor, Architect O F2 OWNER INSTALLED Reg No. AR 0005964 0 i # BY ELECTRICIAN �D F4 UNDER CABINET MOUNTED LIGHT SELECTED BY F3 OWNER INSTALLED - 6" 48" BY ELECTRICIAN PANTRY LIGHT SELECTED BY F4 OWNER INSTALLED O BY ELECTRICIAN GALLEY F5 CEILING MOUNTED SELECTED BY u MASTER OWNER INSTALLED BEDROOM BY ELECTRICIAN 109 CEILING MOUNTED CLOSET LIGHT SELECTED BY BATHROOM F6 OWNER INSTALLED NO. 4 BY ELECTRICIAN 116 CEILING MOUNTED CLOSET LIGHT SELECTED BY LIVING F7 OWNER INSTALLED 0 W ROOM BY ELECTRICIAN 102 WALL MOUNTED VANITY LIGHT SELECTED BY M F8 OWNER INSTALLED — BY ELECTRICIAN N SHOWER LIGHT WATER TIGHT SELECTED BY HALL PARTIAL ELECTRICAL PLAN Fg 115 2. OWNER INSTALLED rT1 N 1/413 = 1 -0 BY ELECTRICIANI Al F 1.1111 VJj 0111111 Ll 11-11 Ir W M GFCI 1 46 F8ETR - ------------------- ------ ------------------ ------ BATHROOM 'MASTER NO. 3 CLOSET r GFCI\� 120 BEDROOM 105 MASTER _ 46" `�\ N0.83 1 BATHROOM EF --�\ DININ WASH PROVIDE NEW CIRCUIT TO �'�`� ROOM ROOM RELOCATED CONDENSING UNIT. Q 3 �,_ 101 103 MOUNT ELECTRICAL OUTLETS, DATA AND TELEPHONE OUTLETS AT 18" AFF TO CENTERLINE, 4 i- RELOCATE EXISTING ELECTRICAL UNLESS OTHERWISE NOTED. •'••~•.• SHO R CLOSET N0. 3 gCIRCUITS, SWIT HES AND • h-�-i MOUNT SWITCHES 40" AFF UNLESS OTHERWISE NOTED. n/ RECEPTACLES S REQUIRED TO W I �1 LL- ACCOMMODATE NEW CONSTRUCTION STOOWETI- 11--�OF7, / TYP — TI 1-,-,�—� — � `- - - 07 'fig=.•,�' F9 — �� — — — .,..:.•ti,e•• 1 \�\ ,/ ETR � a r ,:• F7� / •;, WH TYP '-` � OUTDOOR I -�� '� SHOWER ��++{{ ETR __—__—� EXISTING Y TI G 0 i µ EF 3 / CLOSET NO. 2/ 6" 6" ELECTRIC PANEL 108 rTl p �"' },may ; 123 6" O GFCI BEDROOM yy Q 46" �- - NO. 2 /BATHROOM 124 NO. 2 . F8 122 GFCI EXISTING CONDENSING UNIT M TO BE RELOCATED. Q GARAGE TERMINATE EXISTING 104 ELECTRICAL CIRCUIT. W W C/ z a Q v 1 PARTIAL ELECTRICAL PLANy C w 1/411 = 1,-O» W �a Uzo LLJ CD U •J .J C'() Q o Q w Q o ETR CON C DRIVEWAY 0 - msv= copy O PARTIAL ELECTRICAL PLAN 1/4" = 1'-0" NORTH GRAPHIC SCALE SHEEFNO 3 1 0 8 DIMENSIONS ON THIS DRAWING ARE TO BE READ AS PLUS OR MINUS AND SHALL � BUILDING I BE FIELD VERIFIED BY THE GENERALE 1 4 2 0 4 CONTRACTOR PRIOR TO CO NSTRUCTIO N • 0 1 INCH = 4 FEET (IN FEET) U DESIGN SPECIFICATIONS GENERALNOTES SPECIFICATIONS SII DESIGN CODE: COMPONENTS CLADDING GENERAL NOTE : �F ! U NG ODE -- RESIDENTIAL ALLOWABLE DESIGN PRESSURES (LnEVELll ALTERATION ) F OTING AN FOUNDATIONS: -- ---�--� TRIBUTARY INTERIOR EDGE STRIP (PSF} DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, AREA sfFOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. { ) ZONE (PSF) a = 4$-60$ RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FRE OF Lou Ponti E �o and DESIGN LOADS: ACTUAL AND UNIFORM 10 +25.6 -27.7 +25.6 -34.2 CIRGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. Associates, Inc. ROOF FLOOR 50 +22.9 -25.0 +22.9 -28,8 FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND 420 Osceola Avenue ROOF LOADING (cd=1 .25) (cd=1.00) LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1 .0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION lax. Beach, Florida 322.50 TOP CHORD LIVE LOAD 20 psf 40 psf 100 +21.8 -23.9 +21.8 -26.6 PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) Ph. 242-0908 Fax. 9 FL: CA# 8344 5C:CA#A# 35 3579 TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf BOTTOM CHORD LIVE LOAD 10 psf 10 psf UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 BOTTOM CHORD DEAD LOAD 5 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION E EMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS DEFLECTION CRITERIA: SHALL BE PERMITTED ONCREJE SLABS ON GRADE: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR M FLOOR FRAMING: LIVE LOAD L/360 8c TOTAL LOAD L/240 COMPONENT 8c CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH PREVENTION OF SUBTERRANEAN TERMITES. POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. WIND LOADING: S WCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE o ASCE 7/10 • LINEAR INTERPOLATION IS PERMISSIBLE. ETHODS. N BASIC WIND SPEED (ASCE 7-10) ---------------- 130 MPH 0 PLUS = PRESSURE AND MINUS = SUCTION. WOOD FRAMING SPECIFICATIONS: IMPORTANCE FACTOR -_____________________ 1.00 , DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT _____________ MEAN ROOF HEIGHT ---------- 20.0 FT DOOR MANUF. SUPPLIER 8c SHALL MEET WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA Luis A. Pontigo, PE RESPONSIBILITY OF THE WINDOW /DOOR / PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. FL P E# 53311 ROOF PITCH ---------------------------- 5/12 THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. BUILDING CATEGORY ----~------------------- 11 ROOF CO RING SPECIFICATIONS: REVISIONS DATE EXPOSURE CATEGORY ----------------------- C T E CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE BUILDING DEPT ENCLOSURE CLASSIFICATION -----------------®ENCLOSED ANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM COMMENTS 02.21.17 INTERNAL PRESSURE COEFFICIENT ----_-_---_ -- 18 ° �F�• _�� a ,� a,� METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. ATERPR OFIN : DENOTES EDGE STRIP. T E CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING, MATERIAL SPEC I FICATI " NS SEE C & C CHART ABOVE FOR 'a' DIMENSION F OOR SHEATHING PECIFICATIONS FIELD ALTERATION 2 /32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD CONTRACTOR SHALL CONTACT Lou HARDWARE AND ANCHORS: ° PONTIGO 8 ASSOCIATES PRIOR TO IELD ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ° •_-- ROOF SHEATHING SPECIFICATIONS: MAKINGTIONSWANY HICH AY VAR MODIFICATIONS WHICH MAY VARY ASTM A 307 0 R ASTM F 1554 GRADE 36. FROM THE INTENT OF THE ORIGINAL I a l S INGLE- MIN. x/16 ", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6 O.C. EDGE Bc 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. CONSTRUCTION DOCUMENTS.ANY R TO WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). a ° a ITHIN 4'-0" OF ROOF EDGE). FIEINGAPPLD ROVEDBYONNATIONS MADE IOGO8 NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. BEING APPROVED BY LOULau ULT IN o ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO """• •"" ALL SHEATHING P ECI FI CATI ON S: INSPECTION FEES. EXTERIOR SHALL BE GALVANIZED. [NOT ACTUAL PLAN] 7 >, RETROFIT REBAR ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR FLEXIBLE FINISH-MIN, /16 , 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6 O.C. EDGE AND 6 O.C. FIELD. SHEATHING MAY BE DOWELS SHALL BE 12 BAR DIAMETER MINIMUM HOLES SHALL INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE. WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. O L BE 1/4" LARGER THAN REBAR SIX AND 1/g" LARGER THAN THREADED ROD SIZE. S UCCO FINISH -MIN. x/16 ", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD, INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL (U.0.N.) SCOPE OF SEFnN,.\V/ICE S UDS ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): MEANS AND METHODS: MASONRY SPECIFICATIQ S: • 0 WITH AC TRU IN ACCORDANCE WITH 0 -0 OUT SHA BE IN ACCORDANCE WITH EPDXY. ITW RED HEAD A7 MASONRY HAS BEEN DESIGNED IN ACCORDANCE W T 1530-05, AND SHALL BE CONSTRUCTED C DANCE T AC153 .1 5. GR LL CE IT ASTM 0476 WITH A MINIMUM OF 28 W REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS METHODS TECHNIQUES PROCEDURES OR DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF PLACED AT AN 8 TO 11 SLUMP. MORTAR SHALL CONFORM TO ASTM 0270 AND STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. } CONTRACTOR 'OR ANY T PE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. SEQUENCES, FOR THE ACTS OR OMISSIONSOF THE WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT CONCRETE MASONRY UNITS (CMU): --=-- SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC C U SHALL BE IN ACCORDANCE WITH ASTM C90--75, HOLLOW LOAD-BEARING CMU TYPE---I,,- GRADE__-N_-1,_1�10�d_AL .-WE1G14-T�__WI_TH _A MINtM�_C�MPRESSIV_E__STRENGTH -OF-1_`900 p_si__{f m=1500 psi). GROUT ALL DOCUMENTS. (CMU), p ) MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi C LLS CONTAINING VERTICAL REINFORCEMENT IN 5 -Q MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSiBILITiES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, LIMITED TO THE FOLLOWING CONTINUOUS LOAD PATH FOR WIND UPLIFT, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR .r..� WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND D AMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT VJ W HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE r PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT >> HORIZONTAL JOINT REINFORCEMENT AT 16 O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REiNF, SHALL BE INCREASED AS NOTED ON 1 /51.0. UNLESS NOTED OTHERWISE, LAP JOINT REINFORCING SHALL SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY B A MINIMUM OF 6)$ ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. 12 > CLAY MASONRY BRICK : J BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR 0652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. CONCRETE SPECIFICATIONS: W ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301 . ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI V J AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. 0 i SIMPSON C WOOD FASTENING SCHEDULE F LEGEND AND Ato""38REVIATIONS UPLIFTCONNECTION �---� MEMBERS TYPE FASTEN R �j INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL CONNECTOR SYP SPF FASTENERS FLS CODE TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS @ 12" STAG. GABLE X-BRACE OFFICE COPY A35 450 450 12-8dx11/2 10446.4 ---'`"" TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS HEADER SIZE, JACK AND KING STUD H2.5T 600 520 5-8d EA. END 11478.3 _ _ DESIGNATES SHEARWALL. THE (2)2x6-1/2 QUANTITY. DESIGN DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 GUN NAILS H8 620 530 5-1Odx11/2" EA. END 11470.3 _____________ HIDDEN LINE DESIGNATES SIDE OF _� WALL THE SHEARWALL SHEATHING REVIEiNED FOR CODE COMPLIANCE I 1 RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6 ) GUN NAIL a 6 SW TO BE APPLIED. 8d @ 3/6 CITY OF ATLANTIC BLEACH CRITERIA MT512 1000 860 7-10dx1 /2 EA. END 10456.3 NAILING. � 1 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS ,N a, DESIGNATES 8d COMMONS @ 3" SEE PERMITS FOR ADDITIONAL HTS20 1450 1245 24-10dx1 /2 EA. END 13872.3 8d@,3 6 O.C. EDGE & 6" O.C. "IN THE REQUIREMENTS AND CONDITIONS AND CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD MSTA24 1765 1270 9-1 Od EA. END 13872.4 �� D BY: DATE:3/'Z GENERALREVIEYVE CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS MSTA36 2050 1870 13-10d EA. END 13872.8 ADJ -- ADJACENT LG - Long NOTES JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS BM -- BEAM MANUF - Manufacture 18-16d TO TRUSS/BEAM HTT4 3480 3080 „ 11496.2 - 3-8d 3-GUN NAILS BOT - BOTTOM MONO - Monolithic DO NOT SCALE DIMENSIONS FROM 1-5/6 0 ROD TO FTG. RA, TER TO PLATE TOE NAIL ( } BRIG - BEARING OC - On Center I x �� s THESE DRAWINGS.IF A DIMENSION IS U11 �� "� � UNCLEAR REFER TO THE 32-16d TO TRUSS/BEAM JA K RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board hI ARCHITECTURALDRAWINGSOR HTTS 5250 4670 5 11496.2 DBL - DOUBLE PERP - Perpendicular F � 41� _ cONTACTTHEE.o.R 1- 0 ROD TO FTG. R09F RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS DIA - DIAMETER PRE ENG - Pre Engineered PLAN NAME 6-10d TO HEADER COAT. HEADER, TWO PIECES FACE NAIL 16dC 16" O.C. EDGE EA - EACH PSF - Pounds per Square Foot ` BOWLES RESIDENCE ! LUS28 930 780 10655.113 EE - EACH END PSI - Pounds per Square Inch I14 _ 4-1Od TO JOIST �� DESIGN/D(2.A1�VN/CHECKED CO,�T. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS EOR - ENGINEER OF RECORD PT - PRESSURE TREATED 14-16d TO HEADER EQ - EQUAL QT - Quick Tie CS MK LAP HU410 905 785 10531.36 STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS EXT - EXTERIOR REINF - Reinforce DATE 6-16d TO JOIST - - „ FBC FLORIDA BUILDING CODE SF Square Foot _=- 01.17.17 SO_E PLATE TO JOIST/BLOCKING FACE NAIL (16d C 16 ) GUN NAIL @ 8 qIr�� z, SCALE ABU44 2200 6/6" ROD w/ 12-16d 10849.6 FDN - FOUNDATION SPF -Spruce Pine Fury, As No FT - FOOT SYP - Southern Yellow Pine TED 5 "0 ROD wv 12-16d 10849.6 FTG - FOOTING THRU - Through ABU66 2300 /$ / NAIL SPECIFICATIONS g , LPA No. 3"x0.131 "� = GUN NAILS 2"x0.113"� = RINK SHANK HDR - HEADER TYP - Typical �� 1 j JLRU-16-00991 SET N/A N/A SIMPSON EPDXY-TIE 11506.4 HORIZ - HORIZONTAL UON - Unless Otherwise Noted ' CONTROL No. 10-16d TO STUD/BEAM POST 2„x0.113'„0 - 6d 21/2 x0.131"O - 8d LBS - POUNDS VERT - Vertical ' -- LTT20B 1675 1675 11496.3 3 xO.148 O = 10d 31/2 x0.162 O = 16d WWF - Welded Wire Fabric _:,.d� �ti�,�..�.� '� SHEET 1-1/2"0 ROD TO FTG. 11/2"x0.148"b = 10dx11/2 " 11/2 x0.131 "b = 8dx11 2 " 4 LSTA12 805 695 10-10d 13872.5 Soso CS16 1705 1705 13-8d 10852.1 SHEET 1 OF 7 777 7 SYMBOLS LEGEND CONTRACTOR TO COORDINATE NOT PART OF DESIGNATES FOOTING LINE L S1.01 CANOPY FOOTING w/ CANOPY _ THIS PERMIT DESIGNATES SAWCUT LINE ENGINEER. ,.. INTERIOR LOAD BEARING WALL R '' !� DESIGNATES SLAP RECESS F2,0 , F2.0 _ F 0 4 4 F2.®' � 4 10 Lou Pontio and I �. . w d = 'y AM OR TRUSS, SEE PLAN Assoc i ate s, l n c. BE , I 4 CONCRETE SLAB w/ FIBERMESH .: @ 1.5 LBS/CU.YD. OF CONCRETE OR 420 Osceola Avenue 4: 6x6 W1.4xW1.4 WWF ON EMIL VAPOR lax. Beach, Florida 32250 C� 1 BARRIER IN PREPARED GRADE. Ph. 242-0908 Fax. 241-9557 FL: CA# 8344 SC:CA# 3579 4 . I �w,. . y; , � t . I EXISTING N 4 4 .5 d16'{,'IFk STEM W LL I S1.01 ;i S1.01 j!i ',�� " �'` �, •, 41 •4f ',,�.�� J - - - - - -- - - - , �-- -T - -�. - - - --� - � -- - - � N4.533°11 L }` �.. x • a • r r /N8 e S 1.01 v IIV I I ° S1.01 cn - I rl II A. //q{ ..Fro Q S1.01 Luis A. Pontigo, PE 2.5 FL P E#533117 - - - - - -� S1.01 I I REVISIONS pq I s I 4 4 ' .._ TE .o a - f'f 4 NEW FOOTING TO EXISTING r , --w/2-#5x30', DOWELS EPDXIED 6" MIN. SEE 10/S1.01 (TYP) F2.5. EXISTING FIELD ALTERATION C O N C'R E TE P O U RE D 0,VE R L __ I STEMWALL CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO EXISTING SLAB. APPLY CONCRETE, m ' I MAKING ANY STRUCTURAL FIELD BONDING AGENT OVER EXISTING NEW 2'-6"x2'-6" MODIFICATIONS WHICH MAY VARY s$ II , I FROM THE INTENT OF THE ORIGINAL I FOOTING SEE 6/S1.01 B CONSTRUCTION PRIOR TO SLAB. CONCRETE OVER POUR I MINIMUM THICKNESS IS til" �° � BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. I I I I � I NEW FOOTING TO EXISTING w/2-#5x30" DOWELS EPDXIED-\\ PDXIED I EXISTING STRUCTURE TO 6" MIN. SEE 10/S1.01 (TYP) ( I• I REMAIN UNCHANGED I U.O.N. I -------------- a 1 a �. Z, 7 1 S1.01 I �- ° I 7 7f, ILI ULJ I S1.01 1.01 F' I I S 1.01 .I --� OE�R AHS -1 d I I - - - - - - -� - J ak I t f v t`. w - -14 ( •, __ -- � NEN' F0� .TING �TO ��E T�.NG - • •� _ � I 4 #5`x301 dDOW Q 4 11 S1.01 ..�, ��,�,., .; '� : � • � 1.01 S1.01 I �. "-E-P-.�X I E D 6 VIN.:,, SEE. S1.01 S1.01 1-71 F1.0/S1.01(TYP0 • - '.. I (F2. } i _ .D _j JL2.D. F2. Iy - - - - - - - - - - I EXISTING 4"CONCETE SLAB w/ FI ERMESH 8 I I STEMWALL S1.01 EXISTING @ 1.5 LBS/CU.YD. OF CONCRETE OR S1.01 „_ I STEMWALL 6x6 W1.41ixW1.4 WWF ON 6M1 _ VAPOR °- BAR,RIER IN PREPARED GRADE. I I FOUNDATION i PLAN 1 OFFICE COPY DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. A .w INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS *` HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF ��qN NAGE FOOTING SCHEDULE AND NOTES FOUNDATION PLAN � `�` DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SI B®WLEs RESIDENCE SIMILAR - , - STRUCTURES. THE ACTUAL AS-BUILT CONDITION FOUND IN THE FIELD MAY DESIGN/DRAWN/CHECKED TYPE LENGTH WIDTH DEPTH BOTTOM BARS SCALE: 1/4" = 1'-0" � VARY FROM INFORMATION INDICATED IN THESE D Cs / MI< /LAP F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE _. ___ _._..:�.----.�._�,_ 1._1�.._ DRAWINGS. CONTRACTOR FOUNDATION. FOR GENERAL FEATURES DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING DATE F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR 01.17.17 F3.0 3'-O" 3* -0" 1'-0" 3-#5 EA. WAY BOT. REFERENCE ONLY. ,d DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR SCALE F3.5 3'-6" 3' .6" 1'-0" 4-#5 EA. WAY BOT, 2. FTGS. & FIND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY As NOTED F4® 4'-O" 4'-0" 1'-0" 4-#5 EA. WAY BOT. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING LPA No. F4,5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. PROCTOR IN ACCORDANCE WITH ASTM D 1557. CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY JLRU-16-00991 1. THIS FOUNDATION PLAN ONLY ONVEYS STRUCTURAL INFO. RELATED TO THE BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER CONTROL No. FOUNDATION. FOR GENERAL FEAT JRES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. ALAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL - REFERENCE ONLY. DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING SHEET 2. FTGS. & FND, SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S100 PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 2OF � I TYPICAL WALL FRAMING AND ANCHORAGE L p PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE TYPICAL WALL FRAMINGAND ANCHORAGE PER CORNER BARS (TYPICAL) CONSTRUCTION SPECS. Lou Pontigo and AT WALLS GREATER THEN 12." HOOK INTO SLAB. A s s o c i a t e s, 1 n c. 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, FOR TEMPORARY BRACING WHEN SPECIFIED ON PLAN. 1-#5 CONT., PROVIDE SEE SLAB RECESS DETAIL 420 Osceola Avenue LAYOUT PLAN AND CORNER BARS (TYP.) _ - Ph. x. Beach090 Florida rida 3 250 PERMANENT LATERAL 1_j 11 SUPPORT DETAIL. _. ._ - SLAB ON GRADE, FL: CA# X344 SC:CA# 3579 :te SEE PLAN. SEE ARCH PLAN , STEP, SEE SEE ARCH , SLAB ON SLAB ON ARCH _ GRADE e I � , - ,- ,-- _ SEE PLAN. GRADE _.� �m _.�.X_...�___,� GRADE OR CON C. � =.�°'' ,,-'`��,` �° � -�.� � � .- � �--'' ;,�- . N._ SLAB, SEE PLAN. °` 3/4" DEEP SAWCUT w/ zj F r SEE PLAN p - f ' --�- I I— _ SLAB ON ,�� .*•° - - —, _ GRADE F . . X ELASTOMERIC SEALANT '`,. " \ ,f 4 DOWEL TO MATCH VERT. ..r SEE PLAN e .� # ` , No.53311 N ', �` SLA ON GRADE, SEE PLAN I4 I STEMWALL SCHEDULE �.c STEMWALL REINFORCING (SEE I " -, �; I v 6 - • p SCHEDULE) w/ 6 HOOK INTO CMU , '\ P , °` SHOWER PAN SLOPES TO DRAIN, SEE ARCH -- ---=-1 = _ e I. w ! __ � ' 1 as w .+(�,� �� ,," • � REINFORCING , FOOTING. LAP VERT REINFORCING __ __..wd. _ __. - ,g I- -- I I / EXP. JOINT ,. fi 4 + „ COURSES _. _.4___ � _ I _ •� , - 2 PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. _ _ _ ,__ FILLER, SEE PLAN .,G,�, •�, y .• �,��„. 25 IF STEMWALL IS GREATER _ °� 1 TO 6 4 VERT. Q 48 0.C. , # Y THAN 3 COURSES. SES. - .' ° �- ., _ o ( } NOTES: ,-° \ ,. �ti \ ✓. � !9 rx ,� v�xai1 s Q N A t- 7 TO 1 D #4 VERT. Q 24 O.C. -, ,� . � 1) PROVIDE SAWCUTS TO CREATE CONT. CONCRETE FOOTING , �'- � - 11 TO 12 4 VERT. @ 8 O.C. APPROXIMATE 12 X 12MAX. S '` STEMWALL 8c FOOTING, # Q Lu i s A. Pont i o, P E 2 SAWCUT CONC. SLAB WITHIN 4 TO SEE 1 S1.01 STEMWALLS OVER 6 COURSES TO 10"d x 20"w ) ' -f / F L P E#5 3 3] 1 HAVE TRUSS TYPE HORIZ. JOINT w/ (2)#5 CONT. 12 HOURS OF CONC. PL CEMENT. �,` STEMWALL 8c FOOTING REINF. BETWEEN EVERY OTHER 3 MIN COURSE. FILL CELLS SOLID. �- ' "� REVISIONS DATE 1 STEMWALL FOOTING 2 SAWCUT DETAIL 3 STEMWALL AT SHOWER 4 STEM WALL STEP. w/ JOINT. �01 SCALE: 3/4" = 1'-0" "�LO11 .01 1.01 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL ►, CONSTRUCTION DOCUMENTS.ANY 4 CONCRETE SLAB w/ FIELD ALTERNATIONS MADE PRIOR TO EXISTING NEW FIBERMESH @ 1.5 LBS/CU.YD. BEING ASSOCIATES APPROVESOCIA EDMAY RESULT N BY LOU O E' ADDITION ECT ENGINEERING OR OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE. EXISTING SLAB _ EXISTING NEW 4 CONCRETE SLAB ON GRADE w/ #3x15" LONG DOWEL BARS EPDXI �D ON GRADE 1.5 LBS CU.YD OF FIBERMESH OVER -f' INTO EXISTING N G SLABr CONCRETE BONDING AGENT ,` ,. .: � '� AND EPDXY 2 EA FACE OF NEW FOOTING EXISTING TO EXISTING SLAB- ,- f -b - 4 HORIZONTAL SLAB (TYP) DRILL 3 AND EPDXY ; 1-#3x6 LONG DOWEL .� r , DRILL 4 AND EPDXY @ 36” O.C. TYP .. 1- 3x1,-4" HORIZONTAL ( } z USE RED HEAD EPCON DOWEL C� 36 OC TYP X- G5 EPDXY DO (TYP) ._ �® 3" MIN SEE PLAN FOR FOOTING SIZE AND REINFORCING WHEN 5 INFILL SLAB TO EXISTING 6 FOOTING AD[ ITION NEW SLAB T'C) EXISTING FC]C)OTING NOTED S1.01 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S1.01 SCALE: 3/4" = 1'-0" �.oSCALE: 3/4"=1'—O" W E TYPICAL STEMWALL NEW EXISTING AND FOOTING REINFORCING NOT SHOW FOR CLARITY 1-#5x30" DOWEL ,BARS EXISTING 4" CONCRETE SLAB ON 0 EPDXIED 6 MIN WALL GRADE w/ 6x6 W1.4x MATCH DOOR 3�4 I W1.4 WWF OVER 6MIL WIDTH, SEE ARCH. RECESS SEE 7/S1.01 EXISTING STEM WALL SLAB ON +� AND FOOTING VAPOR BARRIER, OVER m o TERMITE TREATED GRADE, EXISTING NEW E Q - e -» --;�- CLEAN COMPACTED FILL SEE PLAN. Ln _ _ , PAVING z ° 4 a Q �J 4 BY BUILDER `� 4 '° ---- ---- -- a �t 12"x12" 1#5 CONT. b� E.J. DETAIL: B MATERIAL SLAB ON ' 1;�= DRILL 6 AND EPDXY GRADE, _ -�__.. - 1-#3x1 -6 HORIZONTAL FOUNDATION ,- SEE PLAN. DOWEL @ 32 OC (TYP) DETAILS STEP, SEE • e � THICKENED EDGE 8"X8" ARCH. USE RED HEAD E P CON w 1—#5 CONT. 8X8 (4" MAX.) EQUAL TO SLAB - /` G5 EPDXY 2-#5x30" DOWEL BARS THICKNESS. � ;� Do NOT SCALE DIMENSIONS FROM DETAIL: A EP OXf ED 6" MIN d THESE DRAWINGS IF A DIMENSION IS UNCLEAR REFER TO THE :ARCHITECTURAL DRAWINGS OR i 8 THICKENED SLAB EDGEK09SLAB RECESS ria NEW FOOTING I TERSECTING w/ EXISTING 11 NEW SLAB INTERSECTION w/ EXISTING CONTACT THEE.OR. PLAN NAME ') 51.01 SCALE: 3/4" = 1'-®" 51,01 S1.01 SCALE: 3/4'>=1'—®„ S1.01 BOWLES RESIDENCE DESIGN/DRAWN/CHECKED CS / MK /LAP DATE 01.17.17 SCALE AS NOTED LPA No. JLRU-16-00991 CONTROL No, OIFFICE a ,r, PY SHEET S1001 SHEET 3 OF 7 i SYMBOLS LEGEND INTERIOR BEARING WALL. -- ---------,.. 0 0 E..1 0DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. S' W NAI 8d @j DESIGNATES 8d COMMONS U 8dC�3"/6" 3" O.C. EDGE & 6'° O.C. "IN THE Lou P o n t l�o a n d ALUMINUM STRUCTURE FIELD" Associates, Inc. BY OTHERS DESIGNATES THE NUMBER OF PLY'S OF 420 Osceola Avenue (2)2x8-1/2 HEADER, HEADER SIZE, STUDSNEEDEDFORHEADER OPENING. Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 gg ------]-BEAM OR TRUSS, SEE PLAN FL: CA# 8344 SC:CA# 3579 I FASTEN END STUD TO EXISTIN ANCHOR LEGEND FRAMING w/ "x6" SDS SCREWS SIMPSON HTT5 w/ J" THREADED 16 O.C. STAGGERED (TYP.),--'--T STRAP HEADER ROD EPDXIED MIN 74", SEE 2/S2.1PON ° I PER 1/S2.1 °'"'�`' `'wG .., ``--., r. WALL STUD SCHEDULE (2)2x12-2/ C(2)2x8-11/2 LOCATION PLATE STUD SIZE HEIGHT & SPACING CONTRACTOR VERIFY MIN 1 s'-1" 2x4 SPF#2 ® 16" o.C. { (2)2x6 HEADER �...I EXTERIOR MAX # �,,�� `�� OF ., EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. or I \ MAX 2x4 SPF#2 0 12" O.C. I I YJ /✓ s , ,r't r f ,.'� ` dr p 10'-1 T OEXTERIOR O" 2x6 SPF#2 @ 16" O.C.14'- 1 > » INTERIOR 2x4 SPF#2 0 16" D.C./21H S1 0MAx �`'•`''`� ys"G�ta .s4tas= 12-0 2x6 SPF#2 0 16" O.C. Qc L u i s A. Pont i g o, P E MAX 2x4 SPF#2 CSD 12" D.C. FL P E#5 3 31 l r 4 r' / S7Ub N�7ES CONTRACTOR VERIFY MIN. i ,° X/' 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE as 5 2x4 S F 2 - ,��-�� -`° .. REVISIONS DATE EXISTING 2 18 LVL ( ) r T®, s .a . ` POS'i. ' �/ ,� ; 2.} MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTACT E.O.R. IF OTHER :< ' � ' ;r'�- CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONDITIONS EXIST � ARCHITECTURAL REQUIREMENTS. 3.) SPF DEPJOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. FASTEN END STUD TO EXISTING FRAMING w/ 1x>, 3„ SDS SCREWS @ 4.} USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 2-MSTA_45.)5. FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS CONTRACTOR VERIFY r 8 O.C. STAGGERED (TYP.) TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. � � _ 2/s2.1 FOR ADDI EXI SI N G ROOF RAFTER TIONAL ANCHORS AT (3)2X4 SPF#2 MINIMUM. SEE SHEAR WALLS BEAR ALONG THIS WALL ' - P OST. FIELD ALTERATION s GENERAL_ NOTES ROOF ABOVE CONTRACTOR SHALL CONTACT LOU PRIOR TO 1. SEE DETAIL 2 S2.0 FOR WALL FRAMING DETAIL. MAKING A YS / SOCIATES STRUCTURAL FIELD TO BE REMOVED WALL TO BE (3)2X4 SPF#2 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD MODIFICATIONS WHICH MAY VARY POST. I SIZES AND SPACING. AT GIRDERS AND BEAMS, REMOVED P OST. FROM THE INTENT OF THE ORIGINAL r- J CONSTRUCTION DOCUMENTS.ANY PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER FIELD ALTERNATIONS MADE PRIOR TO I PLIES. BEING APPROVED BY LOU PONTIGO 8 (3)2 x 12 STRAP EXISTING ASSOCIATES MAY RESULT IN 2. SEE SHEET SO.0 FOR ROOF AND FLOOR ADDITIONAL ENGINEERING OR KNEE WALL ABOVE TO BEAM INSPECTION FEES. I SHEATHING SPECIFICATIONS. w/ MSTA24 @ 32" O.C. I 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES I p � I TOGETHER PER DETAIL 6/S2.0 I I I 4. INSTALL SOLE PLATE ANCHORS PER DETAIL FASTEN END STUD TO EXISTING I __ - 2/S2.0 FRAMING w "x6" SDS SCREWS @ fit. - 3 �� -- - a, / � EXISTING STRUCTURE TO 16 O.C. STAGGERED (TYP.) �____ -- ' ----: = �-- -- REMAIN UNCHANGED NEW 2x4 SPF#2 U.O.N. --~-" WALL SEE 2/S2.0 ► I I _.�_ _ `', .a_ 2x6 CEILING .i i � FASTEN E A. END � I f W H 2.5 T N _ Umi I �w f o WALL TO BE I r I @Q i III X REMOVED I` rY 1 co € Nx IIIA - -------� --- I V) NCN C--- - ------- ---�--- _ .� ._�.____-_. S 2.2 ._.. h- -_ - -- - V- z N - I i STRAP HEADER STRAP HEADER INFILL WALL - ----�---- �+ o MST ! ti I R AH1 W o PER 1/ PER 2/SO.0 i PER 1/S2.1 W11, I I NF` --- - I C( ))2x ' -1/J2 I (2)2x1 0-1/ I cp _ I I I f FASTEN END STUD TO EXISTING cn I w FRAMING w/ 1"x3" SDS SCREWS @ I >a 21 k 8 O.C. STAGGERED (TYP.) X e•, 6 6 S P#2 P.T. 6x6 SYP#2 P.T. 6x6 SYP# P.T.77,77 I _. NEW 2x4 SPF#2 6x6 P.--. S P#2 POST WALL SEE 2/S2.0 w/ABU 6. SEE DETAILw 2/S2.2 �- 2 S2.2 IST LEVEL WALL s, FRAMING 0 r F I C E Oft rm Y` PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS,IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWNGS OR CONTACT THE E.O.R. INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS I'LAN NAME HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF BOWLES RESIDENCE DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR DESIGN/DRAWN/CHECKED - � STRUCTURES. THE ACTUAL AS-BUILT CONDITION FOUND IN THE FIELD MAY CS / MK /LAP VARY FROM INFORMATION INDICATED IN THESE DRAWINGS, CONTRACTOR DATE SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING 01.17.17 BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR SCALE DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR AS NOTED FIRST LEVEL FRAMING PLAN) ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY LPA No. SCALE: 1/4" = 1'-0" DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING JLRU-16-00991 CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY CONTROL No. FRAMING NOTES: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/S2.0 BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER 2. ALL BUILT-UP POST, HEADERS 8c BEAMSI SHALL BEE FASTENED PER 6/S2.0 MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL SHEET DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1 SHEET 3 OF 7 SYMBOLS LEGEND HTS1 6 DESIGNATES UPLIFT CONNECTION. L p O FRAMING PLAN NQJES�: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. & A 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. ALUMINUM STRUCTURE (1)H2.5T CONNECTOR. I PART OF 3 FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 50.0. Lou Pontigo and BY OTHERS 4' FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR Associates, Inc. THIS PERMIT MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w/QT PER MANUFACTURER'S SPECIFICATIONS. 5, WHEN USING (2)H2.5T CLIPS ON V/2" WIDE LUMBER, 420 Osceola Avenue PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE jax. Beach, Florida 32250 FROM EACH OTHER. NEW SYP#2 ROOF Ph. 242-0908 Fax. 241-9557 FL: CA# 8344 SC:CA# 3579 RAFTERS @ 24 O.C. SEE CHART EN 0.53311 T_ (2)HTS16 I (2)HTS16 ST T 7 F +/ m A 0 ( Luis A. Pontigo, PE \--2x6 SYP#2 ROOF )p FL PE#53311 RAFTERS @ 24 O.C. (3)2x4 KING POST +/ REVISIONS DATE FASTEN TOP AND BOTT. w/ (2)HTS16 (3)2x4 KING POST FASTEN TOP AND _==='-_- ► BOTT. w/ (2)HTS16+---------- RAFTER SPAN TABLE 2x12 VALLEY- ROOF RAFTER MAXIMUM SPAN (SYP #2) I @24" 0,C. @16" O.C. @12 0.C. FIELD ALTERATION 2 FASTEN HIP TO 8 3 10 -2 11 6 as NEW RAFTER7S� x 6 SIIHIP W/ 2-A35 CONTRACTOR SHALL CONTACT LOU PONTIGO Ft ASSOCIATES PRIOR TO 2 x 8 10$-3p) 12 5 14 1" MAKING ANY STRUCTURAL FIELD ...... (3)2x4 ANGLED KING POST MODIFICATIONS WHICH MAY VARY 2 x1 0 13 -0 15-7)) 18 -0FROM THE INTENT OF THEORIGNAL FASTEN TOP BOTT. w CONSTRUCTION DOCUMENTS.ANY 2 x1 2 p FIELD ALTERNATIONS MADE PRIOR TO 15 -3" 18 -5)) 20 6 BEING APPROVED BY LOU PONTIGO a (2)HTS16 I J L_ ASSOCIATES MAY RESULT IN NOTES: ADDITIONAL ENGINEERING OR INSPECTION FEES. 1. ALL RAFTERS SHALL BE SYP#2 2. SIZES NOTED ON PLAN SHALL SUPERSEDE � 1I II j THIS TABLE SHORING IS THE RESPONSIBILITY 3. STRAP ROOF RAFTERS TO BEARING WITH EXISTING STRUCTURE TO OF THE CONTRACTOR 2-12d TOENAILS & 1-SIMPSON H2.5T REMAIN UNCHANGED UPLIFT STRAP UNLESS OTHERWISE NOTED. U.O.N. STRAP w/(2)12d TOE NAILS @ WOOD WATER PROOFING IS THE WALLS AND (1) H3 @ CMU WALLS RESPONSIBILITY OF THE BUILDER 2x6 OVERFRAME RAFTERS @ 24" O.C. W/ OVERFRAME 7/ LEDGER SEE 8/S2.0. rr LLJ ------- ir �q ry LLI Aw 2x4 KING POST _j FASTEN TOP AND CONTRACTOR VERIFY NO j I y X —CHANCE TO BEARING OF BOTT. w/ (2)HTS16 0: 0 EXISTING ROOF RAFTERS. _U ", 2, L I I � " I MALL I U BE 2x8 RIDGE- IREMOV S2.2 J3 AH F-i 'VV11 .0 < un _j 2x6 COLLAR TIE. FASTEN m ` EA. END wl 6-0.131x3 0) 0 9 j9 I , �I �. � 0 FASTEN RAFTER 10 IOP"" , FASTEN RAFTER TO TOP , ULJ PLATE OF EXISTING.--- PLATE OF EXISTING HOUSE w/ SDWC1 5450 HOUSE w/ SDWC1 5450 \s 2x6 P,T. SYP#2 ROOF RAFTERS @ 24 O.C. II \-2x6 P.T. SYP#2 ROOF' TRUSS ROOF RAFTER NOTES: STRAPPING NOTES RAFTERS @ 24" O.C. 2 1. STRAP TRUSSES AND ROOF :�.AFTERS TO BEARING S2.2 WITH 2-12d TOENAILS & 1-"-7--,MPSON H2.5T UPLIFT STRAP UNLESS CTHERWSE NOTED II ; � FLOGR/ROOF II FRAMING 1 PLAN OFT COPY DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR I CONTACT THE E.O.R. INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF PLAN NAME BOWLES RESIDENCE DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR r STRUCTURES. THE ACTUAL AS-BUILT CONDITION FOUND IN THE FIELD MAY DESIGN/DRAWN/CHECKED VARY FROM INFORMATION INDICATED IN THESE DRAWINGS, CONTRACTOR CS MK /LAP SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING DATE BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR 01.17A7 DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR SCALE ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY AS NOTED DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING LPA No. FLOOR/ROOF FRAMING PLAN CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY JLRU-16-00991 SCALE: N.T.S. BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER CONTROL No, NOTE: MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION, SAFETY OF THE STRUCTURE AND PERSONNEL DURING SHEET 1. FASTEN ROOF TRUSS TO TOP PLATE w/ -12d TOENAILS AND UPLIFT CONNECTOR, SEE PLAN. CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. S102 n SHEET 4 OF 7 P RT OF IS PERMIT TYPICAL HEADER NAILING BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION L p 0.131 X3" TOE NAILS TYPICAL DOUBLE TOP TYPICAL STUD NAILING: 2X6, 2x8 = (5) NAILS PLATE SPLICE 2x10, 2x12 = (7) NAILS 4 —0 MIN. SPLICE LENGTH TYPICAL TOP PLATE NAILING: & A 0.131x3" END NAILS: 9" LVL, 11" LVL = (7) NAILS w/ (16) 0.131x3 NAILS FASTEN ALL TOP PLATES SYP#2 DBL. � ;;� (2) @ 2x4, 14" LVL, 16" LVL = (9) NAILS EVENLY SPACE TOGETHER w/ (3) ROWS go and Lou I onti TOP PLATE �, .- (3) @ 2x6, = Associates, Inc. - OF .131x3 @ 12 O.C. STAGGARD. -' (4) @ 2x8. SYP#2 I SYP#2 DBL. HEADER, 420 Osceola Avenue ax. Beach, Florida 32250 FULL HEIGHT ANCHOR 6 AX TOP PLATE PER PLAN I J Ph. 242-0908 Fax.241-9557 EITHER SIDE OF PLATE FL:CA# 8344 SC:CA# 3579 HEIGHT CHANGE I I--------I -- 2x—BLOCKING ONLYir RAISED ARCHED TRANSOM OPTION: `��9; . fj,3r€af REQUIRED IF SHEARWALL HEADER 2x SPF DIAGONAL BLOCKING s, SEE 5/S2.0 SIMPSON H2.5T OR FASTENED w 3-0.1311"x3" ` s� M '�6f�A`' LSTA12 STRAP FOLDED DROPPED EA. END TYPICAL. '`�,• 1$ �.0 . "GEN 0 I� .` OVER TOP PLATE HEADER SHEATHING MAY EXTEND 2" .` No > °; A BLOCKING AT ALL TYPICAL WALL FRAMING NOTES: _ _ _____ PAST BLOCKING— WINDOW '" - --- ----- ATTACHMENTS MUST _ SHEATHING JOINTS: 1. USE SPF#2 OR BETTER FOR ___ _____ ARCHED SYP#2 HEADER, ANCHOR INTO 2x MATERIAL. '; F 2x4 FLAT WISE. ALL WALL STUDS.. TRANSOM FULL HEIGHT PER PLANS , iAa FASTEN EACH END FASTEN LOWER STUD ��.•,f �; ,�, OPTION p` . � — Od TOENAILS. TO TALLER STUD w/ SEE RIGHT ANCHOR, SEE •rr Ar#ae 4 'A WITH 2 1 2. USE SYP#2 FOR ALL TOP PLAN FOR SIZE JACK AND ONLY REQUIRED AT PLATES AND SOLE PLATES. 2—ROWS OF 10d ,COMB SHEATHING JOINTS @ 12 O.C. WINDOW SILL SEE AND LOCATION KING STUDS, SEE PLAN Luis A. Pontigo, PE FOR EXTERIOR WALLS 3. USE SYP#2 FOR ALL TOP SCHEDULE 3/S2.0 LL ;:I AND SHEARWALLS HEADERS FOR SILL SIZE AND WINDOW SILL SEE WALL TYPICAL SOLE F L P E#53311 CONNECTION EACH SHEATHING PLATE NAILING: FORE®ILLES SIZE E N D D SOLE PLATE ANCHOR: l _IONS DATE �I ,.� 4. ALL WALLS SHALL BE 0.131x3 TOE NAILS: CONNECTION EACH EPDXY ANCHOR (MIN I BALLOON FRAMED FULL 32" EMBED.) 3 @ 2x4, END THREADED ROD HEIGHT TO ROOF OR FLOOR 4 @ 2x6, BEARING ELEVATION, U.O.N. ON ( ) ANCHOR DRILLED & PLAN. (5) @ 2x8. EPDXY w/2"O x " I� PLATE WASHER, j� 5.) FASTEN BOTTOM PLATE OF PT. SYP#2 SEE SCHEDULE BELOW INTERIOR LOAD BEARING SOLE PLATE SOLE PLATE ANCHOR SCHEDULE I WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ " " '' FIELD ALTERATION THREADED EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE CONTRACTOR SHALL CONTACT LOU 16" O.C. MINIMUM. SEE ROD PONTIGO&ASSOCIATES PRIOR TO FOUNDATION PLAN ADDITIONAL FOUNDATION, SEE � PLAN SPACING SPACING SPEC. DEPTH DISTANCE MAKING ANY STRUCTURAL FIELD ANCHORS AT SHEARWALLS �' 1 a> >: ,� MODIFICATIONS WHICH MAY VARY 8 1/2 3/8 40 16 2x2x /g 31/2 1 3/4 FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY MAX. M i N. 1 2 48" 24" 2x2x1/g" 31/2" 1 3/4" FIELD ALTERNATIONS MADE PRIOR TO WALL FRAMIN AT WALL FRAMING AT WALL FRAMING AT / BEING APPROVED BY LOU PONTIGO MAY RESULT IN PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE DROPPED HEADER CONDITION MASA 48" 24" N/A N/A N/A ADDITIONAL ENGINEERING OR PLATE BREAK INSPECTION FEES. 1 TYP. WALL. SECTIONSK-2 TYPICAL WALL FRAMING �_O S2.0 SYP#2 I WINDOW SILL SCHEDULE HEADER, ROUGH DROPPED HEAD MINIMUM END PER PLAN OPENING OPENING OR SILL PLATES FASTENER EACH END NAILS TOE NAILS E.E. < 4'-4" (1)2x4 SPF 2 (4)12d TOE NAILS { ) # � ) END (MIN) < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS FASTENER RATED SHEATHING. < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS BOUNDARY OF SHEATHING SEE GENERAL NOTI-S. _ < 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS EXAMPLE OF P NEL ROOF SHEATHING, SEE SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN EDGE w/ BLOCKING WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. WHERE REQUIRE BY 2x SPF BLOCKING SPECIFICATIONS BELOW. HEAD OR SILL GENERAL NOTES. RIPPED TO FIT , _74PLATES SEE ! WITH GAP SHOWN PRE—ENGINEERED WOOD KING & JACK SCHEDULE Q '`a` ROOF TRUSSES. STUDS SEE PLAN ROUGH OPN'G, SEE ARCH. NAIL SPACINC AT SUPPORTED ED ES, `�. (6)12d TOE NAILS GENERAL N TES TOP & B QT. 2x_ SPF TBcB w/ r A . 12d @ 8 O.C. EXAMPLE OF UNSUPPORTED • • KING & TYP UNBLOCKED PANE EDGE ' ' SHEATHING MAY II JACKS--' •i' SHEATHING (T PICAL) TERMINATE AT POR PLAN w I I kik ICONT. AT ' TOP OF DBL. UPLIFT I"I A w iz la `— TOP PLATE. CONNECTOR, ' SIMPSON LTP4 ON `� — I GIRT/VERT NAILING TO INTERM DIATE SEE PLAN ; FULL HEIGHT JOINT. _ ANCHOR INSIDE FACE, IF NO 2x SPF RIPPED SUPPORT IS 6 O.C. MAX. ROOF 5 < HEEL < 1 —0 1 JACK STUD A (UON) TRUSSES, OR TO FIT ARCH. BOX BEAM BETWEEN WINDOWS DEPTH REQ'D. FLOOR JOISTS. TYPICAL CONNECTION 0 �-- IN TWO STORY FRAMING sECTI oN A—A HEEL < 5 WINDOW HEAD AND SILL FRAMING 4 HEATHING NAILING DETAIL 5 R®OF TRUSS CCJNNECTICJN 52.0 52.0 SCALE: 3/4" = 1'-0" S2.0 FULL HEIGHT 2 PLY ANCHOR BEAM. � 2x4 BLOCKING @ 24" O.C. /8" TI-11 SHEATHING, 3 PLY BEAM. �q,� FASTEN EACH END w/3-10d FASTEN w/ 0.113x2" RING TOENAILS SHANK NAILS @ 6" O.C. EDGE 8c 6" O.C. FIELD 2x6 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BELOW w/ 2-3/6"x4" LAG STUD BELOW 2x12 SYP#2 LEDGER, SCREWS TYPICAL (4) ROWS 12d �f2'� 11/2" NAILS AT EACH RAFTER CL AT 12" O.C. LOWER TOP 4-1Od FASTEN TO ROOF FRAMING BELOW EA. SIDE. (3) ROW OF 10d ° ° PLATE AT BREAK \_— OVER LAP DOUBLE COMMONS w/ 4-3/6x4" LAG SCREWS NAILS WOOD 8d COMMON NAILSNAILS @ 8 O.C. TOP PLATES AT EACH RAFTER AT 3" O.C.(TYP) (3) ROWS 12d ° STAGGERED ° WALL INTERSECTION FRAME AT 12" O.C. ° ORTHOGONAL VIEW CONDITIONS OVERFRAME RAFTERS, SEE PLAN. ROOF SHEATHING EA. SIDE. 2 & 3 PLY BEAMS N N OF CORNER DETAILS ° 2x4 MEMBERS: ° „ ° (1) ROW OF 10d ° ° (3)ROWS OF 5 (3)ROWS OF 63/4 ° NAILS @ 4 Q.C. ° TRUSSLOK TRUSSLOK14 14� DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS - o UNCLEAR REFER TO THE ENGINEERED WOOD ENGINEERED WOOD ° ° ° O ARCHITECTURAL DRAWNGSOR FASTENERS @ 24"o.c FASTENERS @ 24"o.c 2x6 MEMBERS: CONTACT THE F_.O.R. ° (2} ROW OF 10d AS SHOWN AS SHOWN NAILS @ 4" O.C. CORNER WALL INTERSECTION PLAN NAME STAGGERED CONDITIONS CONDITIONS SIMPSON H3 w/ 10-8d COMMON \ BOWLES RESIDENCE NAILS FROM RAFTER TO LEDGER DESIGN/DRAWN/CHECKED 4—PLY NOTES: AND LEDGER TO ROOF MEMBER. EXISTING 2x4 OR 2x6 POST 2x8 POST 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS ROOF MEMBER. cs / MK LAP / 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL DATE 16" LVL AND GREATER 3. @ DENOTES FULL HEIGHT ANCHOR, SEE PLAN 01.17.17 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE SCALL 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE As NOTED NOTES: OPTIONS ARE SHOWN PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT OFFICZC ) y LPA No. 1. TYP. CONNECTION AT STUD COLUMNS, JACK—TO—KING ASSEMBLIES, CORNER FAST, ETC. TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. JLRU-16-00991 2,. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND CONTROL No. BUILT-UP MEMBER FASTENING 7 INTERSECTIONS STUDS CONFIGURATIONS 8 ROOF LEDGER DETAIL SHEET s�.o s2.0 s2.0 S2,00 SHEET 5 OF 7 t IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS F-r-S] 0 DIRECTLY BENEATH TRUSS 2—SIMPSON H2.5T. Lou Pontigo and A 6" Associates, Inc. MIN 2 PLY STUD DBL. TOP MAX NOTCH HEADER 420 Osceola Avenue el Lj IN LBEU OF 2 STUDS ITS ACCEPTABLE PLATE BELOW TOP PLATE Jax. Beach, Florida 32250 TO SISTER A Ph. 242-0908 Fax. 241-9557 MIN 2 PLY 36" LONG STUD ° °I PORCH FL:CA# 8344 SC:CA# 3579 D ® STUD FASTEN w/12— 8—GUN NAILS ° °e HEADER, c CcSIMPSON HT 5 OR ° ° 0.131x3" GUN NAILS® ® ° °I SEE PLAN. s& ,, iet ►, . rfo I FULL HEIGHT , ` . - �. •.• � '--< HDU5. F STEN ° ° •a.• • C C �\A26-10d Cr' ONS �� o ANCHOR OR HOLD $` ° I ° DOWN AT BASE OF MIN. (2)2x4 WOOD °®°® I4 ° POST BELOW. & (1) ADJ. No. '0 N STRAP KING POST TO � ° ° ® OPTION A TO PORCH HEADER. ° D I, STRAP KING POST TO I` ° Ik ®° SIMPSON `� POST BELOW WITH 2—CS16 I POST BELOW WITH 2—CS16 I'' ° ° " .• � '�ti' STRAPS WHEN FULL HEIGHT LTT20B LSTA12 FOLDED STRAPS WHEN FULL HEIGHT I ° ° I. ° ANCHORS ARE NOT USED ° ° ° ° i OVER TOP PLATE • '$43r�8. �=r�� ,�``' ANCHORS ARE N USED DOUBLE TOP PLATE THREADED I} ° CONTINUOUS OVER I w/5-1 Dd NAILS ROD EPDXIED ° HEADER HEADER DOWN CONNECTION HEADER UP CON N ECTI ON �, %" THREADED ROD 6 INTO TOP PLATE & 7.5 MIN 2 MAX 5-10d NAILS INTO Luis A. Pontigo, PE .� EPDXIED 4" MIN OR - CONNECTION CONNECTION _I C BEAM. SPACE FL P E#5 3 31 1 I UPLIFT CONNECTOR UPLIFT CONNECTOR as U LI CALL OUT CALL OUT I �` 1/2x6 TITEN HD @ 24 O.C. A H 2.5T @ 32" 0.C. TOP & BOT A LSTA18 @ 32" 0.C. I ° ° REVISIONS DATE ° ° B SEE PLAN B SEE PLAN 8—GUN ° ° C (1)MSTA24 STRAPS C (2)CS16 STRAPS NAILS D FULL. HIST THREADED ROD SEE PLAN D FULL HGT THREADED RODPAN L SEE OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) MIN. (2)2x4 WOOD 7 OPTION B BELOW. & (1) ADJ. TO PORCH HEADER. H TT5 or HDU 5 LTT24B FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO DETAIL MAKING ANY STRUCTURAL FIELD HOLD DOWN ATTACHMENT MODIFICATIONS WHICH HEADER TIE DOWN 2 3 FT MAY VARY 1 TYPICAL PORCH BEAD CONNECTION FROM THE INTENT OF THE ORIGINAL AL NOTED S2.1 APPLIES S WHEN NOTED ON PLAN s2.1 SCALL: 3/4 = 1 —o �� a as CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO S2,1 THIS DETAIL ONLY A L BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR I INSPECTION FEES. I LLj LLJ Cp W .r -gig W I i CD TYPICAL WOOD FRAN E DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME IBOWLES RESIDENCE DESIGN/DRAWN/CHECKED CS / MK /LAP DATE 01.17.17 SCALE AS NOTED copy LPA No: JLRD--16-00991 CONTROL No. SHEET S2 ,01 SHEET 6 OF 7 - -- L P A . 1 Lou Pont Igo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA# 8344 SC:CA# 3579 i gym'°' ♦♦ '� 4 � !� No 5^` 1 W N STAte 6F J f Luis A. Pont igo, PE FL PE#53311 REVISIONS DATE i FIELD ALTERATION CONTRACTOR OU PONTIGOa ASSOCIATES PRIOR TO IELD MODIFICATIONS MAKING NY STRUCTURAL F WH CH MAY �o FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. RAKED SYP#2 DOUBLE TOP PLATE 2x4 OUTRIGGERS Q 24" O.C. ._ ROOF SHEATHING �.� HEADER - SEE PLAN .� _ THREADED ROD SEE PLAN Uj_ I CONTRACTOR VERIFY \ . I EXISTING R00F RAFT RS 3 x 4 ARE 2 x 10 Q 24" O.C. )2 ( PLATESAND ARE CONTINUOUS _RAFTER TO LEDGER_.. _�.w -P.-T-.----------------- w/ \ — P.T. ._._..________�n._.�__ w/ 5-0.131 x3 E_X.PpSE.p 2x6 _ - ��_ II SYP#2 ROOF _._.�._v._. .. RAFTERS C� 2 4" 0,C. FULL HEIGHT 2x4 KING STUD 77, _ EXISTING KNEEWALL 2x6 SYP#2 P.T. - TO BE REMOVED 1 1 �ASTEN EA. RAFTER TO _._. EXISTING WALL w/ BEAM w/ (2)SDWC15600 CD .. E 5-10d @ 16" 0.C.€� € 6x6 SYP.#2P.T. BEAM a I FASTEN POST TO BEAM 1I 4 SDWC1 s60o `+ ANCHOR BOLT SEE 2/52.0 _ ___ _ _.....______ EI 6x6 SYP#2 P.T. POST EXISTING WALL TO BE REMOVED I PER 1/S2.0 : lq BU66 A -w/ 5/o'___w_ .�----- __._.�..� MISS® NEW TO EXISTING SOLE PLATE ANCHOR THREADED ROD EPDXIED _...__ DETAILS STEMWALL FOUNDATION SEE 7/S1.01 ( �� PER :�52:� �..r. SEE 1 /S1.01 I I — NEW THICKEf�ED EDGE SEE 851.01 DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS .__.._... UNCLEAR REFER TO THE EXISTING I ARCHITECTURAL DRAWINGS OR FOOTING TO --\ 4 NEW STEM WALL CONTACT THE E.o.R. � 4 REMAIN \7- BOWLES RESIDE NCE PLAN NAME r _ I DESIGN/DRAWN/CHECKED CS / MK /LAP DATE SECTION 01.17.17 ELEVATION 2 SCALE AS NOTED S_22 S2.2 LPA No. JLRU-16-00991 CONTROL No, OFFICE COPY SKEET S2*2 5H EET .� OF 7 nCash Register Receipt • • " City of Atlantic Beach R2363 If'ice DESCRIPTION ACCOUNT CITY PAI D PermitTRAK $55.00 17-RADD-3140-01 Address: 2039 SELVA MARINA DR APN: 1695061076 $55.00 TIE DOWN FRAMING 08/21/2017 RBE $55.00 TIE DOWN FRAMING 08/21/2017 RBE 1 45500003221002 1 0 $55.00 TOTALr 11 Date Paid: Wednesday, August 23, 2017 Paid By:J.L. Ruby Construction, LLC Cashier: BA Pay Method: CREDIT CARD 12 'N* Printed:Wednesday,August 23,2017 4:15 PM 1 of 1 to CITY OF ATLANTIC BEACH 800 SEMINOLE RD ATLANTIC BEAC,FL 37233 0817312011 16:14:41 CREDIT CARD VISA SALE Carlo M%ICIX1G=5082 SEQ k'. 9 Bab p. 432 INVOICE 12 Approval Code: 031639 w Aktlrod' mnlol Mods: Wke Tat Anmg: $02 Card Code: M SALE AMOUNT $SS•� CUSTOMER COPY TERMINATION OF BUILDING PERMIT BY PROPERTY OWNER D. WwLes am the owner of 2�3q SelyA ti��2f►�A 172 4, :�' ZZ 3 3 and have contracted with :y L -R0 w C 0 m ST LUcT7 oA-) for improvements on the above property, under Building Permit I I have terminated my contract with the above contractor, before completion of the project, and wish to transfer the Building Permit to (Ai Sq A j). t?Ow LeS I understand that financial and contractual issues may still apply and are civil matters between the owner(s) and contractor(s) and we agree to hold the City of Atlantic Beach harmless in those matters. Details(Optional) - <i of o VP-� A6 ®\,J tQ2- P,,U r L Le 2 A copy of this form will be sent to the original contractor. Property Owners Name �� I S- } "D Phone Number r ' Address 5tJ v CN 4 D/1, S 2211 3 3 Signature of Properly Owner ly, Date d2121 Before me this o1 day of 20 ersonally appeared ^C o S\(1!1 0-'A EE JENNIFER JOHNSTONCOMMISSION#GG 042984 ignature of Notary Public XPIRES:October 27,2020d Thru Nota Public Underwriters Notary ] Personally Known: [] Produced Identification: C %� Li V C- e n