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ATLANTIC BEACH URBAN FARMS WEST 1ST STREETRatliff, Bob From: Ratliff, Bob Sent: Thursday, December I1,20143:58PK4 To: 'Graham, Shirley' Cc: Hubsch,Jeremy, Walker, Jennifer, Arlington, Daniel; Jones, Mike Subject: RE: ll7SAtlantic Blvd Urban Farms Greenhouse Shirley, The plans for this project have been reviewed with the following comments: 1. Provide Fire Hydrant within 500'of remote point of building 2. Minimum required fire flow of 1500 gpm @ 20 psi required | hope tohave the plans returned before you close this afternoon. Thanks, �\��x�m /�� ~~=1�~~~�~��=" [FPS Jacksonville Fire 8'Rescue Department Fire Prevention Division Office of Plan Review 214N.Hogan Street Room 2Q1 Jacksonville, FL32202 (904) 255-8320 Office (904) 255-8559 Fax CONFIDENTIALITY NOTICE: Please note that under Florida's very broad public records law,*rnail communications mand from city officials are subject mpublic disclosure. From: Graham, Shirley [mailto:sgraham@coab.us] Sent: Friday, December 05, 2014 11:37 AM To: Escanio, Rey; Ratliff, Bob Cc: Groff, James; Hubych VVa|ker, Jennifer; Arlington, Daniel; Jones, Mike Subject: 1175 Atlantic Blvd Urban Farms Greenhouse Rey VVehave aset ofplans for the Urban farms greenhouse for you toreview. shLrLeur-irWkQm 3Lt�nf,4±LQm±Cu7Rvuk Building Permits Technician Atlantic Beach, Fl32233 9042475800 F, City of Atlanfic Beach Building Departrnc-h-y 800 Seminole Road ,I- f -i Atlantic Beach, Florida 322:33-5445 Phone (904) 247-5826 - Fax (904) 247-5845 City web -site: hitp://www.,,,,:)ab,us 76 APPLICATION NUMBER — be assigned by the Building Department.) JV- P �� &- -�,Aa�) . J1 Date routed: APP UCATION REVIEW. AND TRACKM FORM Property Address: KTO-nent -reviee" Applicant: Tre Project: P, _k istrator Public Utili-, es Pu b I i c ,`et Fire Servic es Review fee Dept Signature EMAIL A�JDRESSS KA-Y'RACTOR ,wing Department (Circle one,) BUILDING KING & ZONING TREE ADMIN. 'UBLIC WORKS JBLIC UTILITIES 5ELIC SAFIET RE SERVICES 09252014 APPMATION STATUS First Review: DAPproved. eu:err Comments: Reviewed by. Second Review: [Approved as revised. ElDenied. Comrnenks: Reviewed by: Third Revievtc, E ]Approved as revised. DDenied. Conron-ienks: Reviewed by: Date Date: Date: Yes I No P-(JILDING PERMIT APPLICATT^N CITY OF ATLANTIC BEACIt- 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 0 � 9 � pl_'T� DEC 0 4 A014 k3 Job Address: 11-7,5 Az/c1-,/41c wo Permit Numbed": - _ /��,b/.z. ,�� Legal Description .811414 j/, jZ 44-0 /3 .f�00^1 'y " Pl3 /B ,& 3V Parcel # I Of SFt Valuation of Work $ 2i 50 0 0 0 Prop ed Work he ted/cooled 1,57 7- non-heated/cooled QD� Class of Work (circle one): 6DAddition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): ge�Rrcle Residentia If an existing structure, is a fire sprinkler system instane): Yes No N /A Florida Product Approval # .S'" 13 ui ld•• J4- sPE t.Fic.0la�i� S00X For multiple products use product approval form Describe in detail the type of work to be performed: Co �s�'/�-tic?��/ o� 6p16 s f "i "cel C -0'%A(% 44- /S'/7- SF- Ll ASL . Q10!,' Sl-- , 4W-1iyoyJC Property Owner Information: Name: )CO&I-4C •t�ES% ,�g2•y 4.4 C Address: /S60 SE6Gtl•4 ,7141e„v14 City i c �ifGl� Stated Zip 3LZ33 Phone `jo _ K yq - 7673 E -Mail or Fax # (Optional) Contractor Information: Company Name: 055-4L Cyh16,4 /y Qualifying Agent: -S A4e-j �r10417 CIS -5-e-1 Address: ZSS 4 P4.,1,ot N��_ -✓a Ll City State z7 -L- Zip 31'z°7 Office Phone ft'/- •7S'�- j�3I 2-- Job Site/ Contact Number foV - 7J"g- 6 Fax # To �- 3 34- gj s State Certification/Registration # C-Crc 0/0/73 Architect Name & Phone # _<607 -,4--eit +d,E2 Pti 1- q°y-- •' 7,1 - Z373 L-144* fee. oo i 3 oy9 Engineer's Name & Phone # ✓/1-4!f Lf_.,A 404A loll- 2 -3V -3S-18 t.ic & 311,7 Fee Simple Title Holder Name and Address ;e-0-4/.Jr Aft-$-/Aft-$-/t' FA.�f L46, IX60 S.6” AA", -.4 � • ,Aim , ,F[.;e-0-4 Bonding Company Name and Address 014 1* Mortgage Lender Name and Address ". 4 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of szx 6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, urnaces, Boilers, Heaters, Tanks and Air Conditioners, eta 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. I hereb certify that I have read and examined this type of work will be complied with whether spec, provisions of any other federal, state, or local laA Signature of Owner Print Name 5 . R • CAS S%•- ................................................................. Sworn to and subscr ed before e this &AWDay of n and know the same to be true and correct. All provisions of laws and ordinances governing this a or not. The granting of a permit does not presume to give authority to violate or cancel the construction or the performance of construction. /'N 201 01 Nofiry Public M ary Public State of Florida k A Albach Commission EE 877614 res 02/24/2017 Signature of C Print Name Sworn to and subscribed before me this &AWDay of , 20 / y ota Public Notary Public Alek A Albach My Commission EE 877614 0a "O� NOF96? 10 CITY OF ATLANTIC BEACH OWNER /BUILDER AFFIDAVIT I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER / BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE — OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247-5826) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT 1 COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER -BUILDER PERMIT. //7S 47z,+^ -r; c 3t -v',0 ADDRESS .s7jF,41#__i e ,_s_r-eL `Fo y_ 7!'q_ y3/ z PHONE NUMBER Befor me this day of A645XIM-E, 20 )'1 in the county of Duval, lorida, has personally appeared herin by himself/ herself and affirms that all statements and declarations are true and accurate. Notary Public at Large, State of Fl- County of b 1AVAeL.. -2 Personally Known ❑ Produced Identification - Notary Signature: /�/ii✓� F:/BLDG/Owner-Builder Affadavit; REVISED: 4/16/2009 ('2, DATE Notary Public State of Florida Alek A Nbach My Commission EE 677614 LOV Expires 02!24/2017 a OWNER'S AUTHORIZATION FOR AGENT is hereby authorized to act on behalf of c.{ -G J. the owners) of those lands described within the attached application u as described in the attached deed or other such proof of ownership as may be required, in applying to the 3 tty of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuan', ❑ Zoning V., ,rice ❑ Comprehensive Plan Amendment Use -by -E, option ❑ 'Zoning Map Amendment Building ?' .mit ❑ Plat, Replat or Lot Division Q Sign Perm` ❑ Tree Permit ❑ Other BY: _ Signat e of Owner Print Name Signature of Ownrr Print Name Telephone Num' Signed and sworn before n-" By !Y� Identification Statc oft' County of tl___.___.-.. n this - �� day of, 20)q- �#0 Notary Public State of Florida Kimberly Billingsley < My Commission EE 194120 ov f` Expires 04130/2016 Oath sworn: __Yes No Notary Signature Ivey Commission expires: PERMIT NUMBER: I J NOTICE OF COMMENCEMENT �_ The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property & street address, if available) TAX FOLIO NO.: 170709-0000 SUBDIVISION Atlantic Beach BLOCK 11,12,13 TRACT Section "H: LOT BLDG UNIT According to the Plat thereof, as recorded in Plat Book 18, Page 34 of the current public records of Duval County 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of 8.000 square foot greenhouse -and associated support facility, 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: a. Name and address: Robins Nest Farm LLC, 1560 Selva Marina Drive, Atlantic Beach, Florida 32233 b. Interest in property: fee c. Name and address of fee simple titleholder (if different from Owner listed above): Tracey Westbrook, 1560 Selva Marina Dr., Atlantic Beach, FL 32233 4. a. CONTRACTOR'S NAME: Atlantic Beach Urban Farm LLC Contractor's address: 850 6th Ave. South, Jacksonville Beach, FL 32250b. Phone number. 904-868-6957 5. SURETY (ifapplicable, a copy ofthe payment bond is attached): a. Name and address: NIA b. Phone number. 6. a. LENDER'S NAME: NIA c. Amount ofbond: Lender's address: b. Phone number:__ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: a. Name and address: SR Cissel, POB 1875, PVB.,FL 32004 b. Phone numbers of designated persons: 904-759-4312 8. a. In addition to himself or herself, Owner designates Susan King of Atlantic Beach Urban Farms LLC to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. b. Phone number of person or entity designated by Owner: 904-868-6957 9. Expiration date of notice of commencement (the expiration date will be 1 year from the date of recording unless a different date is specified): June 1 2015 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART I SECTION 713.13, FLORIDA STATUTES AND CAN c.s (Signa,orre of Owner or Lessee, or Owner's or Lessee's Autb6rized Officer/Director/Partner/Manager) State of Florida county of Duval a 1 Tracey Westbrook IPj,)au, � u�- (Print Name and Provide Signato & s e/dflice) The foregoing instrument was acknowledged before me this 5 day of .2014 by ' "tte y W d S ( f3M0 k_ as M 4..+A,(,t.>! i -t 6*, -- (name of person) (type of authority,... e.g. officer, trustee, attorney in fact) for P*6.,A s tj4S4- r-4r+ti LLe (name of party on behalf of whom instrument was executed) Personally Known X— or Produced Identification aNotary Public State of Florida Kimberly A BillingsleyOF My Commission EE 194120 Expires 04130/2016 Type of Identification Produced —AE S(SignaQtureof Notarylic (Print, Type, or Stamp Commissioned Name of Notary Public) PERMIT" NU%MW NQTICE OF WIMIMENCEMENT The undersigned hereby gives notice that jinprovcnient will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement, I- DEW—MMONOFPROPFRTY(Legal dcscriptionoftkpvpeay&strwaddrm,if.vaiWbL-)TAxpauoNo_- 170709-0000 suselvistoN _Atlantic Beach_ttL�l 1.1�2,13TRACT,Secfion'H., LOT—. -Imac—UNrr AccordinL g to the Plat thereof, as recorded in Plat Book 18, Page 34 of the current public records of Duval County 2. CENERALW-SCI OF IMPROVEMENT. 3. OWNER ENTORMATION OR LESSEE INFORMATION IFTHE LESSEE CONTRACTED FOR THE IMPROVEMENT: a.'4=c and ad&=: Robins Nest Farm LLC, 1560 Selva Marina DrivLe, Atlantic Beach, Florida 32233 b. Interest in prop.1r.fee simple c Name and addmu *ttec simple titleholder t irdi flercm from O-Merfixtedabowk Tracey WesWrook, 15W Selva Marine Dr., Atlantic Beach, Fl. 32233 4. a. CONT MCTOWSXAMZ. Atlantic Beach Urban Farm LLC Contractorsadilmm 850 6th Ave. South, Jackst3nville Beach FL32259 br 68 uneanumber 904-8 -6957 S. SURETY(itappkAWavolpyofthe payment bond isattscbe4, a. Name and address; N/A b. Phone number. c- Amount of bond; S 6. a. WtIWRIS NAME– N/A LcudWsaftess:y b. M— numbes% 7. Persons within the State of Florida designated by Owner upon whom noticLs or other documents maybe served as provided by Section 713.13 (1) (a) 7- Florida Statutes: M eg- -j a. Name and addmw $R Cissel, POB 1875 PVB.,FL 32004 b, Pbone numbers ot'designated pusons: 904-759-4312 8. a. In addition tobimselforherself, owner designates Susan King of Atlantic Beach Urban Farms LLC IF 0 to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) Florida Statutes: h Phone number otperson or erdity designated by Ovmcr 904-868-6957 9. Expirafion dat of notice of commencement the expiration hate will k I year f�om the date offecordingurtless a different date is W 1i spceified).Jh e 1 .2015 0 (Signa P6 orowitrot Gssee„ orowner's or Lessee's Autb6ized OrliterlDireeterftrtner/Manager) State of Florida County of Duval The foregoing instrument was acknowledged before me this Q1 -1+ _ day If by z -V 0 0 Tracey Westbrook 1�)Ao))tAftll "y7h('I- (Print Name and ProvidesignatoWs TMPI ffice) re.& Out=, trustee, attorney PcrsoWIY Known )L or Produced Identification Type of Identification Produced OONNoory Public State of Flor"13 Kimberly A Billingsley My Commission EE 194120 (Signature �Irot tic Nor n Exp"S0030MOIS (Print, Type, or Stamp Commissioned Name: of Notary Public) SITE DEV'ELOPMENT FOR ATLANTIC, BEACH URBA 170709 -0000 170710-0000 170712-0000 PREPARED FOR-.*. ATLANTIC HE ,4CIH u BAN EASSLLC . SHEET INDEX SHEET NO. DESCRIPTION 1 COVER SHEET 2 EXISTING CONDITIONS PLAN 3 GEOMETRY AND UTILITY PLAN 4 GRADING AND DRAINAGE PLAN 5 WATER AND SEWER DETAILS 6 GRADING AND DRAINAGE DETAILS 7 TRAFFIC CONTROL PLAN 8 GENERAL NOTES 9 STORM WATER POLLUTION PREVENTION PLAN (0O N = N M D Q QLL- GARY A. ABBEY, P. REG. NO, 56819 c 1 h U J i i � J a m z O (n w ry 0 z 00 N Q) Z O H Q N cD a, U (0O N = N M D Q QLL- go o ctw -U U ui W m� w , �7 Z i W D� °- N z wo >� 40 ly 0 X wQ wLL- o Y O e w U� o O N Q N O O W Z O a m z O (n w ry 0 z SHEET 11 U o o w o Q Q u SHEET 11 EXISTING FIRE HYDRANT o� y 8. W 7 WEST 1ST STREET (50' (V,�W) S8, 58" (6.24) (6.32) (6.94) (6.04) (6.21) 3 9 � I 1 (75) - (6.6) _W8 SAN. MH TOP=(7.12 INV -(-4.18 +/- N&W (8.3) (74) SAN. MH (7450P= 76)73) INV=(5.0)E ( 41) (8.4) 30LF 15" HDPE INV=(6.4=5)E (811) (6.27) W (7 95) (8.7) BLOCK 13 29.6' ASPHALT 1,1 (5.83) (79) I( (8.6) (79) CONC. (8.2) FOUNDATION PRE -B 0.64 AC i (6.28) 29.6' 1.9 (8.9) (8.0) -W8• -- (7.98) (8.31) FM 24" (77) 104 X x I I I N I I x I I x I i I I N I 2 X I I I I 2.1' x I I x A N M I X BL OCK 14 DEFINI TION ABBREVIA TION DEFINITION N Permanent Control Point I Licensed Business x ( N o N I � Registered Land Surveyor � z Point of Beginning V Jacksonville Electric Authority Z (7.94) (8.5 ) I Equipment (9) I Poin t o f Tan gen cy N) QI (8.06) m Point of Reverse Curvature y 9.5' 3.2' ? I Point of Intersection OHL Overhead Lines o I 1 � 7.6' 17.9' N C I Mo Official Records Volume � �6 w o L= (8.24) Pg. 11.6' Ch.= Chord Bearing& Distance equals v~, Building Restriction Line = (7.7) Esm t Easemen t n Iron Pipe ROOF Con c. Con cre to Y z OVER > > 4i U o w DIRT ;� p e o 0 ED It04 O N Qi Ln G)x d' 0 I C)U iii (7.5)STEPS a w 36.4' 25.5' _j olx co U nuTY(71) X X X POLE & ANCHOR O O (6.7) 111 6'9) W IM IN FM IN LP N89 °40'45 "W IM B44 142.73' CONC. S/W =E --r (5.49) 2' CURB & GUTTER (5.83) ASPHALT 1,1 (5.83) (79) I( (8.6) (79) CONC. (8.2) FOUNDATION PRE -B 0.64 AC i (6.28) 29.6' 1.9 (8.9) (8.0) -W8• -- (7.98) (8.31) FM 24" (77) 104 X x I I I N I I x I I x I i I I N I 2 X I I I I 2.1' x I I x A N M I X BL OCK 14 SAWCUT AND REMOVE DRIVEWAY, CURB, AND SIDEWALK IN FDOT RIGHT-OF-WAY AS NEEDED (6.63) N OTE: SOME CONCRETE DEMOLITION HAS ALREADY OCCURRED. MAP SHOWING SURVEY OF BLOCK 11; 12 AND 13, SECTION "H" ATLANTIC BEACH, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLA T BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COON TY, FLORIDA. LESS AND EXCEPT THOSE PORTIONS OF SAID BLOCK 11; 12 AND 13 LYING WITHIN THE EXISTING RIGHT OF WAY OF A TLANTIC BOULEVARD (STA TE ROAD NO. 10) BEING A VARIABLE WID TH RIGHT OF WA Y AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPOR TA TION RIGHT OF WAY TRANSFER MAP SECTION 72100. SUR VEYOR'S NO TES 1. Bearings are based on the S. R/W LINE OF WEST IST STREET (N89 30'37"E). 2. This is a BOUNDARY AND TOPOGRAPHIC SURVEY. J. Elevations shown thus (15.0) refer to North American Vertical Datum of 1988, (NA VD 88). 4. By Graphic plotting only, the property shown hereon lies within Zone: 'Y' as shown on the Federal Emergency Management Agency (F.E.M.A.), National Food Insurance Program, Flood Insurance Rate Map (F.I.R.M.) Community -Panel Number 120JIC 0408 H Map Revised date : 6-3-13 5. Unless otherwise noted, any portion of the parcel that may be deemed as Wetlands by State or Governmental Agencies, has not been determined and any liability resulting therefrom is not the responsibility of the undersigned. 6. There may be Restrictions or Easements of Record evidenced by title examination that have not been shown hereon. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY, AND IS NOT VALID. ABBREVIATIONS THAT MAY BE USED IN THIS SURVEY ABBREV/A TION DEFINI TION ABBREVIA TION DEFINITION N Permanent Control Point I Licensed Business x ( Permanent Reference Monument o N I � Registered Land Surveyor N I Point of Beginning Q3(9.5) X Jacksonville Electric Authority Z (7.94) (8.5 ) I Equipment (9) I Poin t o f Tan gen cy N) QI (8.06) I Point of Reverse Curvature y Cable Television ? I Point of Intersection OHL Overhead Lines o I Right of Way a I ASPHALT N C I Mo Official Records Volume � Radius equals w Deed Book L= (8.24) SAWCUT AND REMOVE DRIVEWAY, CURB, AND SIDEWALK IN FDOT RIGHT-OF-WAY AS NEEDED (6.63) N OTE: SOME CONCRETE DEMOLITION HAS ALREADY OCCURRED. MAP SHOWING SURVEY OF BLOCK 11; 12 AND 13, SECTION "H" ATLANTIC BEACH, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLA T BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COON TY, FLORIDA. LESS AND EXCEPT THOSE PORTIONS OF SAID BLOCK 11; 12 AND 13 LYING WITHIN THE EXISTING RIGHT OF WAY OF A TLANTIC BOULEVARD (STA TE ROAD NO. 10) BEING A VARIABLE WID TH RIGHT OF WA Y AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPOR TA TION RIGHT OF WAY TRANSFER MAP SECTION 72100. SUR VEYOR'S NO TES 1. Bearings are based on the S. R/W LINE OF WEST IST STREET (N89 30'37"E). 2. This is a BOUNDARY AND TOPOGRAPHIC SURVEY. J. Elevations shown thus (15.0) refer to North American Vertical Datum of 1988, (NA VD 88). 4. By Graphic plotting only, the property shown hereon lies within Zone: 'Y' as shown on the Federal Emergency Management Agency (F.E.M.A.), National Food Insurance Program, Flood Insurance Rate Map (F.I.R.M.) Community -Panel Number 120JIC 0408 H Map Revised date : 6-3-13 5. Unless otherwise noted, any portion of the parcel that may be deemed as Wetlands by State or Governmental Agencies, has not been determined and any liability resulting therefrom is not the responsibility of the undersigned. 6. There may be Restrictions or Easements of Record evidenced by title examination that have not been shown hereon. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY, AND IS NOT VALID. ABBREVIATIONS THAT MAY BE USED IN THIS SURVEY ABBREV/A TION DEFINI TION ABBREVIA TION DEFINITION P. C. P. Permanent Control Point L.B. Licensed Business P.R.M. Permanent Reference Monument R.L.S Registered Land Surveyor P.O.B. Point of Beginning J.E.A. Jacksonville Electric Authority P. C. Poin t of Curvature EQUIP Equipment P. T. Poin t o f Tan gen cy A/C Air Conditioner P.R.C. Point of Reverse Curvature C.A. T. V. Cable Television P. I. Point of Intersection OHL Overhead Lines R/W Right of Way (F. M.) Field Measured D.R. V. Official Records Volume R= Radius equals D.B. Deed Book L= Arc Lenth equals Pg. page Ch.= Chord Bearing& Distance equals B.R.L. Building Restriction Line = Delta or Cenra/ Angle equals Esm t Easemen t 1. P. Iron Pipe w Q Con c. Con cre to LEGEND (� DENOTES CONCRETE MONUMENT X -X DENOTES FENCE Q DENOTES 1/2" IRON PIPE SET WITH CAP, R. MILLER & ASSOC. �T F--�-�1PLO DENOTES IRON PIPE FOUND � (NO TED) SCALE IN FEET GARY A. ABBEY, P.E. REG. NO. 56819 Ift 6, V) z O V) LU O z 00 U N d z �T F--�-�1PLO N N � = m N M F ~ U CD Q o QLL. CC 20 W o� U X7-1 U Z O �w � a U TT ll � ?� Z W �-+ 0 O !7-1 ^ En U o Cy) E-� U w w Q a ww Ift 6, V) z O V) LU O z 00 N d z 0 Q N C7 F ED C) N N U Q o QLL. 20 W o� � j� w U U W M ((o w� ?� Z W P� � N � w z d- U o Cy) 40 OX w Q ww Y z O > X o w r 0 I ED It04 O N N G)x d' 0 rn C)U iii z 0 a w Ift 6, V) z O V) LU O z SHEET 2 d C7 U o N � z > o G)x C)U a SHEET 2 EXISTING FIRE HYDRANT o�S WEST 1ST STREET (50' R/W) CONNECT TO EXISTING 1"=--- — n— -- — WATER SERVICE WITH 1" RPZ BACKFLOW PREVENTER ELECTRIC DROP (WITH FREEZE PROTECTION) CA TV L= ' N89'30'3 "E 190.50' TEL ADJUST MANHOLE TO NEW• PAVEMENT GRADE (EL. 7.50±) MAKE LATERAL CONNECTION TO EXISTING SEWER MAIN AT INV. EL. 5.05± 81 _._-.------- 10'X10' FLARE ® DRIVEWAY HDP 24" WHITE STOP BAR AND I 2 ((U) 10, 36" STOP SIGN (R 1-1) 77 VERIFY LOCATION OF SEWER MAINS PRIOR TO START OF CONSTRUCTION e, _. a .,..� i ....._�.__..._. 6' WOOD FENCE ALONG SIDE PROPERTY LINE BLOCK Ili 5' SIDE (15' COMBINED) BUILDING RESTRICTION LINE U I,I IT7yPOLE E & � Art,1010,11 r� 20' FRONT BUI LD I N G• RESTRICTION LINE IRRIGATION WELL ) <] I� I t I ix 10' '� 5 I4 UNDERGROUND x LP TANK I y I .;._.---ELECTRIC I PLANEL 5' ¢ $ BLOCK 14 i z U 0 4' BLACK ALUMINUM PICKET FENCE 1� REQUIRED BUILDING SETBACKS: FRONT - 20', SIDE - 5' (15' COMBINED), REAR - 10' MAXIMUM BUILDING HEIGHT = OPEN DURING BUSINESS HOURS N N �O = m of U ° AND SMALL BE OPENED FROM 55,440 SF 100% rpt Nv . �.. -- - y &W 10' REAR BUILDING RESTRICTION LINE F R i� t CA TV L= ' N89'30'3 "E 190.50' TEL ADJUST MANHOLE TO NEW• PAVEMENT GRADE (EL. 7.50±) MAKE LATERAL CONNECTION TO EXISTING SEWER MAIN AT INV. EL. 5.05± 81 _._-.------- 10'X10' FLARE ® DRIVEWAY HDP 24" WHITE STOP BAR AND I 2 ((U) 10, 36" STOP SIGN (R 1-1) 77 VERIFY LOCATION OF SEWER MAINS PRIOR TO START OF CONSTRUCTION e, _. a .,..� i ....._�.__..._. 6' WOOD FENCE ALONG SIDE PROPERTY LINE BLOCK Ili 5' SIDE (15' COMBINED) BUILDING RESTRICTION LINE U I,I IT7yPOLE E & � Art,1010,11 r� 20' FRONT BUI LD I N G• RESTRICTION LINE IRRIGATION WELL ) <] I� I t I ix 10' '� 5 I4 UNDERGROUND x LP TANK I y I .;._.---ELECTRIC I PLANEL 5' ¢ $ BLOCK 14 i No 55 41. ME, EXTENT OF SIDEWALK TO REPLACE BEYOND DRIVEWAY ON EACH SIDE IS BASED ON DISTANCE REQUIRED TO MATCH GRADE WITH 5% MAXIMUM LONG SLOPE. SAW CUT AT NEAREST CONSTRUCTION JOINT PER FDOT INDEX 310. SIDEWALK RAMP PER FDOT INDEX 304, DETAIL CR—F, WITH TACTILE WARNING AT DRIVEWAY 6" WHITE EDGE LINE STRIPE TO R/W LINE (TYP.) 24" STOP BAR AND 36" STOP SIGN (R1-1) AND "RIGHT TURN ONLY" SIGN (R3-5) MOUNTED BELOW ERADICATE EXISTING EDGE LINE AT NEW DRIVEWAY AND REPLACE WITH 6" WHITE SKIP LINE ATLANTIC BOULEVARD (STATE ROAD NO. 10) RIGHT OF WAY VARIES PER FDOT R/W TRANSFER MAP SECRON 72100 7 6' WOOD FENCE ALONG SIDE PROPERTY LINE A PHALT 4' BLACK ALUMINUM PICKET FENCE �—FLUSH SIDEWALK WITH TACTILE '' WARNING AT DRIVEWAY (TYP.) 12" WHITE CROSSWALK STRIPES AT 6' MIN. SPACING SAW CUT REMOVE EXISTING DRIVEWAY APRON AND CONSTRUCT TURNOUT PER FDOT INDEX 515, WITH 6 CONCRETE SECTION AS SHOWN, 2% MAX. SLOPE TO BACK OF CROSSWALK. INSTALL NEW SIDEWALK AND RADIUS RETURN PER FDOT STANDARDS. NOTE: LANE CLOSURES MUST MAINTAIN 14 FEET WIDE TRAVEL LANE, AND NO LANE CLOSURES BETWEEN 7:00 a.m and 9:00 a.m. and between 3:00 p.m. AND 6:00 p.m. SITE DATA SUMMARY: ` c -A z U 0 ZONING: CG SECURITY ROLLING GATE TO BE Q 1� REQUIRED BUILDING SETBACKS: FRONT - 20', SIDE - 5' (15' COMBINED), REAR - 10' MAXIMUM BUILDING HEIGHT = OPEN DURING BUSINESS HOURS N N �O = m of U ° AND SMALL BE OPENED FROM 55,440 SF 100% o BUILDING AREA = 24 LF OF DOUBLE t CONCRETE PAVEMENT AREA = 0.06 ACRES �i1=�IT 5 CRUSHED STONE AREA = YELLOW CENTERLINEda: 15,276 SF 27.6% C:)¢ � w Q s —_.__. ,_....__ —_7 REAL ESTATE NUMBERS = 170709-0000, 170710-0000, 170712-0000 CD F-� � u- _._ _ _._._ _. _ __. 10 T � o w N O X m ° W E W Lj- Y STUBOUTR O z 20 0 10 20 LJ L� AND PLUG I co � �04 PARKING CALCULATION O N Q N.1 - .1 -.It 1°�,pr .. A io e d ° o a •. o Q ' C) a . Q cn 2. OFFICE / RETAIL 5 5 1 SPACE / 400 SF (2,000 SF) L f N89*4045"W f 142.73 ° e . � e. 1 �. S89 •V -V- _,r"•F.. 4 / . CJO 4. SERVICE VEHICLE (I) 1 1 9 10 No 55 41. ME, EXTENT OF SIDEWALK TO REPLACE BEYOND DRIVEWAY ON EACH SIDE IS BASED ON DISTANCE REQUIRED TO MATCH GRADE WITH 5% MAXIMUM LONG SLOPE. SAW CUT AT NEAREST CONSTRUCTION JOINT PER FDOT INDEX 310. SIDEWALK RAMP PER FDOT INDEX 304, DETAIL CR—F, WITH TACTILE WARNING AT DRIVEWAY 6" WHITE EDGE LINE STRIPE TO R/W LINE (TYP.) 24" STOP BAR AND 36" STOP SIGN (R1-1) AND "RIGHT TURN ONLY" SIGN (R3-5) MOUNTED BELOW ERADICATE EXISTING EDGE LINE AT NEW DRIVEWAY AND REPLACE WITH 6" WHITE SKIP LINE ATLANTIC BOULEVARD (STATE ROAD NO. 10) RIGHT OF WAY VARIES PER FDOT R/W TRANSFER MAP SECRON 72100 7 6' WOOD FENCE ALONG SIDE PROPERTY LINE A PHALT 4' BLACK ALUMINUM PICKET FENCE �—FLUSH SIDEWALK WITH TACTILE '' WARNING AT DRIVEWAY (TYP.) 12" WHITE CROSSWALK STRIPES AT 6' MIN. SPACING SAW CUT REMOVE EXISTING DRIVEWAY APRON AND CONSTRUCT TURNOUT PER FDOT INDEX 515, WITH 6 CONCRETE SECTION AS SHOWN, 2% MAX. SLOPE TO BACK OF CROSSWALK. INSTALL NEW SIDEWALK AND RADIUS RETURN PER FDOT STANDARDS. NOTE: LANE CLOSURES MUST MAINTAIN 14 FEET WIDE TRAVEL LANE, AND NO LANE CLOSURES BETWEEN 7:00 a.m and 9:00 a.m. and between 3:00 p.m. AND 6:00 p.m. SITE DATA SUMMARY: ` c -A ADA RAMP D ETALS SCALL 1"=10' I ' WIDE ETECTABLE IARNING l ��1 O GARY A. ABBEY, P.E. REG. NO. 56819 =n z U 0 ZONING: CG J Q 1� REQUIRED BUILDING SETBACKS: FRONT - 20', SIDE - 5' (15' COMBINED), REAR - 10' MAXIMUM BUILDING HEIGHT = 35' N N �O = m of U SITE AREA = 1.27 ACRES 55,440 SF 100% o BUILDING AREA = 0.19 ACRES 8,316 SF 15.0% t CONCRETE PAVEMENT AREA = 0.06 ACRES 2,769 SF 5.0% CRUSHED STONE AREA = 0.35 ACRES 15,276 SF 27.6% C:)¢ � w Q REAL ESTATE NUMBERS = 170709-0000, 170710-0000, 170712-0000 CD F-� � u- PARKING SPACES PROVIDED = 10 T � o w N O X m cl- W E W Lj- Y S O z 20 0 10 20 LJ L� SCALE IN FEET I co � �04 PARKING CALCULATION O N Q N.1 - .1 -.It REQUIRED PROVIDED 1. GREENHOUSE / WAREHOUSE 2 3 Q 1 SPACE / EA 2 EMPLOYEES AT PEAK SHIFT C) Q Q (4 EMPLOYEES) Q cn 2. OFFICE / RETAIL 5 5 1 SPACE / 400 SF (2,000 SF) 3. HANDICAP SPACE (1) 1 1 4. SERVICE VEHICLE (I) 1 1 TOTAL 9 10 ADA RAMP D ETALS SCALL 1"=10' I ' WIDE ETECTABLE IARNING l ��1 O GARY A. ABBEY, P.E. REG. NO. 56819 =n z U 0 M r- J Q 1� 04 M Uj � ^ � I� J Li N N �O = m of U �i m 7D o U U r, , I�1 hTT��lI Z m U U z C:)¢ � w Q N W CD F-� � u- W T � o w CD O X m cl- W Lj- Y w z 0 a_ z 0 F - Q N Co of (Do N N �O Q U aLL- 20 o U 0 F-: Jof r, , LL -w V1 U = U C) C:)¢ Li W m c(o w� N W 0- d N W z.. � It _> V of O X m W Q W Lj- Y O z Z LJ L� I co � �04 4 O N Q N.1 - .1 -.It It O Q) w z 0 a_ SHEET w1 i U o < r, , oC C) C:)¢ I N N � m z Z 4 0 Q wll Q � C) Q Q U Q cn U OO Z O U w z z ov z a_ o W z Nom O (/)amo > ;% w � CD C> v, w w z G= LLI U d LLJ Z z N SHEET U o C) N � z 4 H Q wll a � C) Q Q U Q cn SHEET 0_ ry w 0 W 3' CENTERED FILTER WRAP AT RCP JOINT NOT TO SCALE CONTINUE CROSS -SLOPE REGRADE 100 LF f OF V -BOTTOM SWALE WITH 2:1 SS TO MATCH EXISTING. SOD ALL DISTURBED AREAS I EXISTING FIRE HYDRANT Ct,"y ST 1ST STREET (50' (6.24) (6.32) (604) (6. 1) II` (7.4) M_Aht. ISH - I r�F � � ;.z, __p_- s'i 00, 3N;�= ST -9 x�AIN, MH MES MES `. "'WV (;a O)E INV. EL. 4.90 . 4a a.s ` WPP N89'30'37"E 190 50' wu 1 CLD 104e) - (75) USE EXISTING CONCRETE MITERED END SECTIONS IF SUITABLE - _ N I li19)45LFN15"RCP WITH LIMEROCK BACKFILL TO TO BOTTOM OF DRIVEWAY SLAB. WRAP JOINTS PER DETAIL. 8 (ax MES _ 1 .3�iLr 5" HG'FL (6,27) C ?: sl-) ". d•• •d / (7 7) 8 1.39"f X 9� 15" RCP WITH LIMEROCK BACKFILL 6" CONC. DRIVEWAY SECTION C -C NOT TO SCALE SECTION D -D NOT TO SCALE (9-31) I E I i X x S f I X 1 I f a � 1 ST -4 TYPE "C" INLET I TOP EL. 8.00 INV. EL. 3.80 (S) ' INV. EL. 3.60 (N) X z.. g f 4 sI � i !!P s i I a? ! FDOT GENERAL NOTES: ■ All work performed within the Florida Department of Transportation Right -of -Way shall conform to the most current edilitifi F " '.'• b. of the following publications: - Standard Specifications for Road and Bridge Construction (Current English edition). C.j - FDOT Standards Index (Current English Edition) `� r7 J - FDOT Plans Prep Manual (Current Edition) - FDOT Flexible Pavement Design Manual for New Construction and Pavement Rehabilitation a � � W • Should a conflict arise between the details shown in the plans and the Department of Transportation Standards the Engineer/ �j J ��-■� PERMITEE shall immediately confer with the Department's Engineer in order to resolve the discrepancy. In no case will LL_ anything less that the Department's minimum standard be allowed. = m U of ■ A Department drainage connection permit does not exempt the PERMITEE from meeting all other applicable regulations and ordinances for stormwater management. m C> Qr U C • All traffic striping and markings are to be lead-free, non -solvent based thermoplastic. T� z m • Removal of existing striping shall be accomplished using the "hydro -blast" method. If this process damages/scars pavement, ¢ z then the pavement shall be milled and resurfaced per FDOT Standards. w • Burning of any material or debris is prohibited in FDOT right of way. M -v-- 0' r -a-' • All lanes must be opened for traffic during an evacuation notice of a hurricane or other catastrophic event and shall remain open for the duration or the evacuation or event. LZ CL Q • All work done in conjunction with the drainage connection permit shall meet and adhere to all general and specific conditions and requirements contained on the permit. • Within 15 days after completion of the work authorized by an approved drainage connection permit, the applicant shall notify the Department in writing of the completion; and for all design work that originally required certification by an Engineer, this notification shall contain the certification. The certification shall state that work has been completed in substantial compliance with the Drainage Connection Permit. • The PERMITEE will be required to reimburse the Department for any expenses (fees, fines, penalties, abatement costs, clean N up, etc.) incurred in the event the permitted's discharge fails to meet the applicable water quality standards or minimum design and performance standards contrary to the permitted's assurances provided in subsection 14-86.003(3), F.A.C. Z0 • All disturbed area with the Department of Transportation right of way will restored to original or better condition by grading Ila and sodding the area disturbed (Bermuda in rural, centipede in utility strips). too NO N • All curb and gutter and sidewalk will be removed and replaced joint to joint. Q LL O LL O I- J 7 LL - DROP CURB FLOWLINE* R/W UQ ELEV. = 6.00 4'I m rn EXISTING ROADWAY � 6' W rn 6�0 sr0 7.5% �0 5% 2%AX- H-Ly,r9 .e < 14 a 5. I 8� II ! REFER TO PLUMBING PLANS FOR ROOF DRAINS AND TRENCH DRAIN PIPING UNDER SLAB Xr a C� g s I a A (7194)' rh a 8.52 a , � f H ASPfAL T !a ,4 i i ? ' i il.4 )' { �I I __ --=-t aSo °s D CONNECT ROOF AND TREN H UTILITY '(7, 11 AND PLUG ° " r 8bo DRAINS TO 8" PVC INV' 5.00 r I ¢ c S I l.�_ E cid." et"`.`••.,q "."""•. �• e @ d °• .e • • %.JO J 1 i AN�oH(911? f 8.20 J� h 7.00 6 CURB TRANSIT TO FLUSH I - I (8. ° N I i 8 46�?) I € °) LP N89'40'45"W 142.73' 6. S89 0 36 47.80'- (6.7), BOUT (SEE ------ -_�w� _- cvNr, .-s.'!P�-__ d51 i ° G ae 7.W d 5fM -_CTURAL PLANS �- __ __. _ - --_ ---Ir�Lv; wz _ I CATIONS) 6.851 �) ;.3` (�. 9) 2' CURB & GDTTE-R (6. � J) •5. c�,:3,} s.10� 6.30- A 6.60 INSTALL FD FDOT CURB TRANSITION APPROVED INLET DROP CURB TO FLUSH PROTECTION FLOW LINE 7INSTALL FDOT FLOW LINE ELEV. = 6.00 FLOW LINE APPROVED INLET CURB TRANSITION TO FLUSH ELEV. = 5.70f 6,t0 ELEV. = 6.18f PROTECTION 8" PVC TO STORM DRAIN ATLANTIC BOULEVARD (STATE ROAD NO. 10) RIGHT OF WAY VARIES,PER FDOT R/W TRANSFER MAP SECTION 72100 ADJUST CURB TO -J MATCH DRIVEWAY * NOTE: FLOWLINE ELEVATIONS BETWEEN INLETS SLOPE TO BE SLOPED CONTINUOUSLY FROM UPSTREAM TO DOWNSTREAM TO MATCH EXISTING GRADES SECTION A -A NOT TO SCALE OUTFALL CONTROL STRUCTURE MODIFIED TYPE "C" INLET ---I I- 6.. WEIR TOP EL 8.00 - TOP EL 8.00 ° 77- ° FIBERGLASS SKIMMER---,,,,,` 1 O 1 1 ° L -i 6" WEIR EL 6.30 12" COVER BOTTOM OF SKIMMER 5.80- 12" HDPE NWL 5.90 NWL 5.00 INV.=5.00 6" PVC TEE AN 2,8" DIA I-- BLEED DOWN ORIFICE - SUMP BOT. = 4.00 WITH THREADED CAPS _ GROUT SUMP FULL FRONT VIEW 4 1 SIDE VIEW NOT TO SCALE 18"x48"x4" CONCRETE NOT TO SCALE PAD UNDER ORIFICE Pq!,ND OUTFALL CONTROL STRUCTURE 18" 12"[,'r 12" HDPE MITERED END 4" CONCRETE SECTION DITCH PAVING SIDE VIEW SECTION NOT TO SCALE I POND OUTFALL DITCH PAVING R/W TOP VIEW NOT TO SCALE N W E J 20 0 10 20 SCALE IN FEET ' CONCRETE TCH PAVING GARY A. ABBEY, P.E. REG. NO. 56819 Z ST -6 -� TYPE "C" INLET TOP EL. 8.00 SLOT EL. 6.30 (6" WEIR) INV. EL. 5.00 SUMP EL. 4.00 (GROUT FULL) O X wQ Eu Y U O M N W o W �a USE EXISTING CONCRETE MITERED END SECTIONS IF SUITABLE - _ N I li19)45LFN15"RCP WITH LIMEROCK BACKFILL TO TO BOTTOM OF DRIVEWAY SLAB. WRAP JOINTS PER DETAIL. 8 (ax MES _ 1 .3�iLr 5" HG'FL (6,27) C ?: sl-) ". d•• •d / (7 7) 8 1.39"f X 9� 15" RCP WITH LIMEROCK BACKFILL 6" CONC. DRIVEWAY SECTION C -C NOT TO SCALE SECTION D -D NOT TO SCALE (9-31) I E I i X x S f I X 1 I f a � 1 ST -4 TYPE "C" INLET I TOP EL. 8.00 INV. EL. 3.80 (S) ' INV. EL. 3.60 (N) X z.. g f 4 sI � i !!P s i I a? ! FDOT GENERAL NOTES: ■ All work performed within the Florida Department of Transportation Right -of -Way shall conform to the most current edilitifi F " '.'• b. of the following publications: - Standard Specifications for Road and Bridge Construction (Current English edition). C.j - FDOT Standards Index (Current English Edition) `� r7 J - FDOT Plans Prep Manual (Current Edition) - FDOT Flexible Pavement Design Manual for New Construction and Pavement Rehabilitation a � � W • Should a conflict arise between the details shown in the plans and the Department of Transportation Standards the Engineer/ �j J ��-■� PERMITEE shall immediately confer with the Department's Engineer in order to resolve the discrepancy. In no case will LL_ anything less that the Department's minimum standard be allowed. = m U of ■ A Department drainage connection permit does not exempt the PERMITEE from meeting all other applicable regulations and ordinances for stormwater management. m C> Qr U C • All traffic striping and markings are to be lead-free, non -solvent based thermoplastic. T� z m • Removal of existing striping shall be accomplished using the "hydro -blast" method. If this process damages/scars pavement, ¢ z then the pavement shall be milled and resurfaced per FDOT Standards. w • Burning of any material or debris is prohibited in FDOT right of way. M -v-- 0' r -a-' • All lanes must be opened for traffic during an evacuation notice of a hurricane or other catastrophic event and shall remain open for the duration or the evacuation or event. LZ CL Q • All work done in conjunction with the drainage connection permit shall meet and adhere to all general and specific conditions and requirements contained on the permit. • Within 15 days after completion of the work authorized by an approved drainage connection permit, the applicant shall notify the Department in writing of the completion; and for all design work that originally required certification by an Engineer, this notification shall contain the certification. The certification shall state that work has been completed in substantial compliance with the Drainage Connection Permit. • The PERMITEE will be required to reimburse the Department for any expenses (fees, fines, penalties, abatement costs, clean N up, etc.) incurred in the event the permitted's discharge fails to meet the applicable water quality standards or minimum design and performance standards contrary to the permitted's assurances provided in subsection 14-86.003(3), F.A.C. Z0 • All disturbed area with the Department of Transportation right of way will restored to original or better condition by grading Ila and sodding the area disturbed (Bermuda in rural, centipede in utility strips). too NO N • All curb and gutter and sidewalk will be removed and replaced joint to joint. Q LL O LL O I- J 7 LL - DROP CURB FLOWLINE* R/W UQ ELEV. = 6.00 4'I m rn EXISTING ROADWAY � 6' W rn 6�0 sr0 7.5% �0 5% 2%AX- H-Ly,r9 .e < 14 a 5. I 8� II ! REFER TO PLUMBING PLANS FOR ROOF DRAINS AND TRENCH DRAIN PIPING UNDER SLAB Xr a C� g s I a A (7194)' rh a 8.52 a , � f H ASPfAL T !a ,4 i i ? ' i il.4 )' { �I I __ --=-t aSo °s D CONNECT ROOF AND TREN H UTILITY '(7, 11 AND PLUG ° " r 8bo DRAINS TO 8" PVC INV' 5.00 r I ¢ c S I l.�_ E cid." et"`.`••.,q "."""•. �• e @ d °• .e • • %.JO J 1 i AN�oH(911? f 8.20 J� h 7.00 6 CURB TRANSIT TO FLUSH I - I (8. ° N I i 8 46�?) I € °) LP N89'40'45"W 142.73' 6. S89 0 36 47.80'- (6.7), BOUT (SEE ------ -_�w� _- cvNr, .-s.'!P�-__ d51 i ° G ae 7.W d 5fM -_CTURAL PLANS �- __ __. _ - --_ ---Ir�Lv; wz _ I CATIONS) 6.851 �) ;.3` (�. 9) 2' CURB & GDTTE-R (6. � J) •5. c�,:3,} s.10� 6.30- A 6.60 INSTALL FD FDOT CURB TRANSITION APPROVED INLET DROP CURB TO FLUSH PROTECTION FLOW LINE 7INSTALL FDOT FLOW LINE ELEV. = 6.00 FLOW LINE APPROVED INLET CURB TRANSITION TO FLUSH ELEV. = 5.70f 6,t0 ELEV. = 6.18f PROTECTION 8" PVC TO STORM DRAIN ATLANTIC BOULEVARD (STATE ROAD NO. 10) RIGHT OF WAY VARIES,PER FDOT R/W TRANSFER MAP SECTION 72100 ADJUST CURB TO -J MATCH DRIVEWAY * NOTE: FLOWLINE ELEVATIONS BETWEEN INLETS SLOPE TO BE SLOPED CONTINUOUSLY FROM UPSTREAM TO DOWNSTREAM TO MATCH EXISTING GRADES SECTION A -A NOT TO SCALE OUTFALL CONTROL STRUCTURE MODIFIED TYPE "C" INLET ---I I- 6.. WEIR TOP EL 8.00 - TOP EL 8.00 ° 77- ° FIBERGLASS SKIMMER---,,,,,` 1 O 1 1 ° L -i 6" WEIR EL 6.30 12" COVER BOTTOM OF SKIMMER 5.80- 12" HDPE NWL 5.90 NWL 5.00 INV.=5.00 6" PVC TEE AN 2,8" DIA I-- BLEED DOWN ORIFICE - SUMP BOT. = 4.00 WITH THREADED CAPS _ GROUT SUMP FULL FRONT VIEW 4 1 SIDE VIEW NOT TO SCALE 18"x48"x4" CONCRETE NOT TO SCALE PAD UNDER ORIFICE Pq!,ND OUTFALL CONTROL STRUCTURE 18" 12"[,'r 12" HDPE MITERED END 4" CONCRETE SECTION DITCH PAVING SIDE VIEW SECTION NOT TO SCALE I POND OUTFALL DITCH PAVING R/W TOP VIEW NOT TO SCALE N W E J 20 0 10 20 SCALE IN FEET ' CONCRETE TCH PAVING GARY A. ABBEY, P.E. REG. NO. 56819 Z � I W D_ N H� W Z �-- L) O O 0 of O X wQ W L' - Y U O M N W o W U I c0 r 04 O N N.- .-rn �- M w 3 a-ELCL a--5 CL 0) w Z 0 IL SHEET 11 � Q 0 I 0 o U N o �- M w 3 a-ELCL a--5 CL N � Z Ln z 0 o tz C) d x a U U r:� O U v� z 0 U W Z Z �o Li =3 Elf (/) C wr Z OLo o o In- M M Ld QE (% _J W W w ww d U 0- d m0 Li w 0 W 0 w N N (n to Of SHEET 11 U o N � Ln z o C) d x a U r:� A U v� SHEET 11 METER BOX & PAVEMENT _ - CURB SERVICE METER INSTALLATION N.T.S. PRECAST MANHOLE BASE MANHOLE INVERT FILL VOID AREAS WITH NON -SHRINK GROUT GRAVITY SEWER PIPE PVC SAND SLEEVE/COUPLING (SAME SDR AS PIPE) PVC SAND SLEEVE MANHOLE IS TO BE REFURBISHED AS NECESSARY AND SHALL BE GIVEN 3W MIN.1 I�–I 11— , III TN VANES 38' MIN. UNDER PAVING 1— FULL LENGTH OF DOSTING UTILITY PIPE PIPE CEN7QiED AT CROSSING. SEE NOTES a SEE NOTES R. HOMZONTAL LENGTH REQUIRED REQUIRED AS PER MANUFACTURER ' 1 1-1 11-1 ' MIN. HOMZONTAL LENGTH REQUIRED .AS PER MAINIFACTUR DEFLECT PIPE VERTICALLY TO AVOID OBSTRUCTION. I W NLN, W MIEN, rTO DEFLECT PIPE VERTICALLY TO AVIND OBSTRUCTION. NOTES: 1. IF EXISTING UTILITY PIPE IS A WATER MAIN 6 -INCHES OF SEPARATION IS REQUIRED, 2• IF EXISTING UTILITY RPE IS A FORCE MAIN, SANITARY SEWER. RECLAIMED WATER MAIN OR STORM SEVIER, 18 INCHES OF SEPARATION IS REQUIRED. IF THIS IS IMPRACTICAL AND EXISTING UTILITY MAIN IS C900, 0905 OR Dl PIR:. SEPARATION CAN BE REDUCED TO 6 -INCHES A FULL LENGTH OF RPE SHALL BE CDITERED UNDER DISTIL UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSINGS 3. LOCATING WRING REQUIRED. SEE SHT. 7. ADJ. UNDER EXIST. UTILITIES (PIPE DEFLECTION) N.T.S. MAXIMUM CORE HOLE SIZE CHART TO ACCOMMODATE PVC SAND COUPLING OR DUCTILE IRON SLEEVE PIPE SIZE I CORPORATION STOP REQUIRED ON ALL 10" IN. CURB STOP CONNECTION TO BE WATER MAIN CONNECTINS AND SERVICES MADE BY PLUMBER PIPE MATERIAL 30" MIN. REGARDLESS OF SIZE 10" METER 8" 12" PVC/HDPE PVC (SCH40) UNDISTURBED SOIL 14" O 22.5' 12" SET METER N UNDISTURBED PVC/HDPE OR COMPACTED SOIL 18" DISTRIBUTION MAIN dc) NOTES: U 1) METER TO BE LOCATED IN THE STREET RIGHT-OF-WAY, TWO FEET 22" OU79DE OF THE PROPERTY LINE AND TWO FEET INSIDE OF THE 20" PROLONGATION OF ONE OF THE SDE PROPERTY UNES PVC/HDPE 2) LOCATING WRING & WARNING TAPE REQUIRED ON SERVICES do WATER 30" MAINS. SEE SHL 7 30" 3) NO OPEN CUT UNDER ROADWAY PAVING ALLDM UNLESS THE ROADWAY PVC/HDPE IS BEING RECONSTRUCTED OR IF DIRECTED OTHERWISE BY THE ENGINEER. SERVICE METER INSTALLATION N.T.S. PRECAST MANHOLE BASE MANHOLE INVERT FILL VOID AREAS WITH NON -SHRINK GROUT GRAVITY SEWER PIPE PVC SAND SLEEVE/COUPLING (SAME SDR AS PIPE) PVC SAND SLEEVE MANHOLE IS TO BE REFURBISHED AS NECESSARY AND SHALL BE GIVEN 3W MIN.1 I�–I 11— , III TN VANES 38' MIN. UNDER PAVING 1— FULL LENGTH OF DOSTING UTILITY PIPE PIPE CEN7QiED AT CROSSING. SEE NOTES a SEE NOTES R. HOMZONTAL LENGTH REQUIRED REQUIRED AS PER MANUFACTURER ' 1 1-1 11-1 ' MIN. HOMZONTAL LENGTH REQUIRED .AS PER MAINIFACTUR DEFLECT PIPE VERTICALLY TO AVOID OBSTRUCTION. I W NLN, W MIEN, rTO DEFLECT PIPE VERTICALLY TO AVIND OBSTRUCTION. NOTES: 1. IF EXISTING UTILITY PIPE IS A WATER MAIN 6 -INCHES OF SEPARATION IS REQUIRED, 2• IF EXISTING UTILITY RPE IS A FORCE MAIN, SANITARY SEWER. RECLAIMED WATER MAIN OR STORM SEVIER, 18 INCHES OF SEPARATION IS REQUIRED. IF THIS IS IMPRACTICAL AND EXISTING UTILITY MAIN IS C900, 0905 OR Dl PIR:. SEPARATION CAN BE REDUCED TO 6 -INCHES A FULL LENGTH OF RPE SHALL BE CDITERED UNDER DISTIL UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSINGS 3. LOCATING WRING REQUIRED. SEE SHT. 7. ADJ. UNDER EXIST. UTILITIES (PIPE DEFLECTION) N.T.S. MAXIMUM CORE HOLE SIZE CHART TO ACCOMMODATE PVC SAND COUPLING OR DUCTILE IRON SLEEVE PIPE SIZE MAX. CORE HOLE SIZE PIPE MATERIAL 6" 10" PVC/HDPE 8" 12" PVC/HDPE 10" 14" PVC/HDPE 12" 16" PVC/HDPE 15" 18" PVC/HDPE dc) Q U 16" 22" PVC/HDPE 20" 26" PVC/HDPE 24" 30" PVC/HDPE 30" 36" PVC/HDPE 36" 42" PVC/HDPE 42" 48" PVC/HDPE TWO COATS OF BITUMINOUS WATER -PROOFING MATERIAL PER SEAL W/ COAL TAR MASTIC OR JEA STANDARDS PREMOLDED PLASTIC JOINT DIA OF MANHOLE VARIES SEALER (2 PLACES PER JOINT) VARIES W/ MANHOLE DIA SEE S-17 FOR DETAILS 6" (MIN) EXTERIOR JOINT TAPE GROOVE TO BE FORMED •. APPLIED OVER PRIMER (TYP) WITH AN ACCURATE 6" (TYP) BELL RING FORM •,; •. 1.•. 4.• . •.p, a) #4-6" O.C. E.W. _ POURED IN PLACE 4,000 LB M P.S.I. CONCRETE PAD MANHOLE BOTTOM MANHOLE PIPE CONNECTION DETAIL JANUARY 2014 PLATE S-15 In BAC4 HAU 4"-6" BEDDING %,`'r' �j r`s✓Ff °� :: SUITABLE FOUNDATION il:, FILL AS SPECIFIED HR, HF = 12" FOR PIPE DIAMETERS UP TO 48 -I!�-=1'`�=11 BY DESIGN ENGINEER = 24" FOR PIPE DIAMETERS 54" AND 60" I,TT STRUCURAL BACKFILL TOTAL MINIMUM COVER INCLUDES 6" OF (COMPACTED CLASS I, STRUCTURAL BACKFILL ABOVE THE PIPE II, OR III MATERIAL) CROWN AND THE FINAL FILL TYP. HDPE PIPE BEDDING DETAIL NOT TO SCALE LIMEROCK COMPACTED TO _ MIN. 98% MAX. DENSITY PER A.A.S.H.T.O. T180 LIFTS NOT TO EXCEED 6" WHEN COMPACTED. PROPSED TATTER MAIN SIM At TYK VANM OF MANUFACTURER'S DN FOR JOINT DEFLECTION. PAVING PROPOSED RVLTER UM SIZE t TYPE VVIIES FULL LENGTH CROSSING, OF PIPE EDAT SEE NOTE /4 SEE NOTES. NOTES - \q DaSTING UTILITY PIPE 3r WL Urm PAwn JI BOX OF MANUFACTURER'S RECOMMENDATION FOR JOINT DEFU=ON. LENGTH REQUIRED AS PER MANUFACTURERI MIN. HORIZONTAL LENGTH REQUIRED AS PER MANUFACTURER VELY VERTICALLY TO AVOID OBSTRUCTION. I MIN. V MIN. I TO DEFLECT PIPE VERTICALLY TO AVOID OBSTRUCTION. NOTES: 1. IF EXISTING UTILITY PIPE IS A WATER MAIN 6 -INCHES OF SEPARATION IS REQUIRED. 2. IF EDITING UTIUTY WE S A FORCE MAIN, SANITARY SEWER, RECLARIED WATER MAIN OR STM SEWER. 18 INDIES OF SLWARATION IS REQUIRED. IF THIS IS IMPRACTRCAL AND OWNS UTILITY MAIN S CROO, C905 OR ILL. PPE, SEPARATIDN CAN BE REDUCED TO 6 -INCHES, A FULL LENGTH OF PIPE SHALL BE CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAMMUM JOINT SPACING FOR ALL CROSSINGS 3. LOCATING WRING REOUIRED. SEE SHT. 7. 4. DEPTH OF BURY TO BE 36" MINIMUM IN PAVED AREAS MEASURED FROM FINISHED GRADE DEPTH OF BURY TO BE 30" MINIMUM IN UNPAVED AREAS ADJ. OVER EXIST. UTILITIES PIPE DEFLECTION N.T.S. 6" WIDE X 6" THK. CONC. COLLAR SLOPE 4 -SIDES 1111-1111- 144 CONT. —� 6"X6" WYE BRANCH - 6" P.V.C. BROOKS 1 -RT SERIES BOX WITH C. 1. COVER LABELED "SEWER" U iv xz FINISHED GRADE '.'. 1111-1111=1111= STD. CLEANOUT COVER W/ THREADED PLUG V CONCRETE 6" P.V.C. 45 DEG. EL P.V.C. STOPPER CLEANOUT DETAIL 12" MIN. BOTH SIDES ACCEPTABLE BACKFILL MAT'L COMPACTED TO 98% MAX. DENSITY A.A.S.H.T.O. T180 NOTE: THIS STANDARD IS TO BE USED ONLY WHEN EXISTING CONDITIONS REQUIRED LESS THEN THE STANDARD 12" OF COVER & WHEN IT IS SHOWN THAT TRAFFIC LOADS WILL NOT DAMAGE THE PIPE. SPECIAL APPROVAL BY CITY ENGINEER IS REQUIRED FOR USE OF THIS STANDARD. D-804 CULVERT PLACEMENT `VITH LESS THAN 12" COVER NOT TO SCALE N.T.S. UNDISTURBED Z 24" NO. 57 STONE NOTES: j Q 1. PRE -CAST ::• INCLUDED 3" (TYP.) 2. LOCATING WIRING REQUIRED. SEE SHT. 7. V #4 REINF. BAR (TYP.) VALVE BOX `•• dc) Q U J L` •,•` • �O o o z COVER PRE—CAST CONIC. CO AR = FINISHED .0 _ M GRADE W U a LLIM m(D LLQ `t Pell 24" DIA. B" THK U � N W CONCRE z a � ACI COLLAR Q fr 0 X ry W Q z> W L- LLJ W Y o VALVE 8 W Erb O W N I� NaCNHTANICALT RESJOIN UNDISTURBED Z EARTH NO. 57 STONE NOTES: j Q 1. PRE -CAST CONCRETE COLLAR SHALL BE FLUSH WITH GRADE, AND SHALL BE INCLUDED AS PART OF THE COST OF EACH WATER VALVE. 2. LOCATING WIRING REQUIRED. SEE SHT. 7. V FSH VALVE BOX DETAIL N.T.S REDUCED PRESSURE ZONE ASSEMBLY - BACKFLOW PREVENTER WATTS 9M2 QT SHOWN N.T.S. C ' GARY A. ABBE, P.E. REG. NO. 56819 Q Z O Q N (.00 V FSH dc) Q U J L` �O o o z O Of P�1 = m .0 _ M U W U a LLIM m(D LLQ `t Pell Z U � N W L w Z ACI W Q fr 0 X ry W Q z> W L- LLJ W Y o V V) LLJa < W Erb O W N Lu U I a- cfl � W a 0 06 r�. T O Z w Z 0 Z O Q N (.00 N N dc) Q U QLL_ �O o o O Of •• L` LLI C/) .0 _ U z W m(D LLQ `t Pell Z W � N I -a -•I W Z �. U rn fr 0 X W Q z> W L- Y o 0 to W Erb O W N U I cfl � 0 N N i. 0 Q U w Z 0 SHEET 5 dc) U o o •• z z> o O W ull Q U Gn Q d SHEET 5 NOTE: ALL SIDE SLOPES SHALL BE REGRADED AS NEEDED AT MES'S AND UNTIL A PERMANENT GRASS COVER IS ESTABLISHED ALONG ENTIRE POND BANK DOWN TO THE DESIGN NWL. TOP OF BANK ELEVATION 8.0 25 yr. STORM WATER ELEV. 7.7 3 yr. STORM WATER ELEV. 7.2 MEAN ANNUAL STORM WATER ELEV. 6.9 NORMAL WATER LEVEL 5.0 SLOPE CHANGE FROM 4:1 TO 3:1 3.0 BOTTOM OF POND ELEVATION (-)2.0 Slope To Fit Driveway I Nz DROP CURB POND TYPICAL SECTION "B—B"LC NOT TO SCALE SPECIFICATIONS: 1. BASE SLAB 44 BARS 0 9- O.C.E.W. WALLS #4 BARS ® 9- o.C.E.W. 2. 4.000 P.S.I. CONCRETE 15' RCP 4 Y-6 1 7DP 21' r . BDTMM 15-1/2- 17- 18" RCP 25" 26" 18' CMP K L 24' CMP 1/2- TRANSInON LINE 26" 2'-7" 2'-1" 6" 6" Fl20M TOP TO BOTTOM WA 2„ 2'-10" W m < 6'-10" g 24" AND EDGES TO BE 2'-8" 6" 5" O 1'-11" CHAMFERED 3/4" 3'-6- 3'-1" 7.5" lV 10'-0" 94 @ 12"' O.C. B.W. 6" �IVHEN PVM'T. SLOPES — 6" 5.5" 811 1 NOT TO SCALE SPECIFICATIONS: 1. BASE SLAB 44 BARS 0 9- O.C.E.W. WALLS #4 BARS ® 9- o.C.E.W. 2. 4.000 P.S.I. CONCRETE 15' RCP 20" 21' 15" CMP 15-1/2- 17- 18" RCP 25" 26" 18' CMP K L 24' CMP 25" 26" ECAST MITERED END CITY OF N.T.S.PLATE DRIVEWAY CULVERTS JACKSONVILLE DATE DRAWN 7-1 STANDARD REVISED DATE 5- 12" GRID - _ )F PARKING SPACE HANDICAP PARKING SYMBOL NOT TO SCALE 2" x 2" x 1/4 ANGLE IF SEAT PIPE MUST NOT BE IN CONSTRUCTION JOINT i MINIMUM BEARI..- CAPACITY 2000 PSF ib ih �o DESIGN B 9' 2.0,E g STRENGTH 2" x 2" x 1/4" G ►{ I TO SCALE PLAN NOTE: CONC. DESIGN B 9' 2.0,E g STRENGTH 4,000 P.S.I. G ►{ I 2-1/4j-5-3/4" K L fid° vV ate: N — 2'-7" 2'-1" 6" 6" ALL EXPOSED CORNERS WA 2„ 2'-10" W 8" 6" 6'-10" 7'-0" 24" AND EDGES TO BE 2'-8" 6" 5" 4.5" 1'-11" CHAMFERED 3/4" 3'-6- 3'-1" 7.5" • 10'-0" 94 @ 12"' O.C. B.W. 6" �IVHEN PVM'T. SLOPES — 6" 5.5" 811 2'-6.5" d 0 AWAY FROM CURB �U' - 0- 5" 11'-5" GROUTED OR "RAM-NEK" LL 3'-10' om— 7" 5.5" JOIN --S WHERE REQUIRED 3'-0" coco 4'-0" • 6" #4 @ 12" O.C. B.W. N INLETS 1-0 HAVE O POUREC, INVERTS #4 c@ 6" O.C. B.W. z SECTION 0 TYPE ' C' INLET DETAIL NOT TO SCALE HANDICAP PARKING SIGN POST MOUNTED (TYP.) S SIDEWALK WIDTH VARIES, SEE PLAN PORTLAND CEMENT 6„ CONCRETE, 4000 PSI WITH FIBERMESH Z-12" STABILIZED SUBBASE, LBR 40 CONCRETE PAVEMENT SE NOT TO SCALE DROP CURB NOTES: 1. THE STOP SIGN SHALL BE OCTAGON WITH WHITE MESSAGE AND BORDER ON A RED BACKGROUND. 2. THE POSTS AND BRACKETS WILL BE PER FDOT STANDARD INDEX 11860 AND 11861 J A B C _Sn,� E F G H J K L fid° vV ate: N 15" - 18" 2'-7" 2'-1" 6" 6" ° WA V-7" 2'-10" W 8" 6" 6'-10" 7'-0" 24" 2'-11" 2'-8" 6" 5" 4.5" 1'-11" 2'-0" 3'-6- 3'-1" 7.5" ® 10'-0" 10'-3.5" 30" 6" �IVHEN PVM'T. SLOPES Z 6" 5.5" 2'-5" 2'-6.5" d 0 AWAY FROM CURB �U' - 0- 5" 11'-5" 11'-8.25" LL 3'-10' om— 7" 5.5" 2'-9" 3'-0" coco CTION 18" CURB AND GUTTER DETAIL 1/2" MASTIC 1/4" RADIUS HAND TOOLED 1/2" CAULKING PRESSURE TREATED WOOD a EXISTING SIDEWALK NEW SIDEWALK NOTE: NEW SIDEWALK TO BE FLUSH WITH EXISTING SIDEWALK. CONNECT TO EXISTING SIDEWALK SECTION 4' Al ✓`ter./ 4„ ;,J 4 , 6.. REVEAL VUA/PARKING z 14 6x6 10110 WWM N 6" SIDEWALK WITH TURNDOWN SECTION WIDTH AS NOTED 4" A ' FLAT SIDEWALK SECTION NOTES: 1. CONCRETE SHALL BE 3000 PSI, MIN. SLUK4P 5". 2. SAW CUT CONTROL JOINTS AT SPACING EQUAL TO WIDTH OF SIDEWALK. 3. INSTALL EXPANSION JOINT AT EVERY FOURTH CONTROL JOINT (25' MAX.). SIDEWALK SECTIONS NOT TO SCALE 2� / I IINHITE BLUE LINE--JR—:,—WHITE LINE 3 EACH 6" WHITE DIAGONALS @ 60° 6 EQUALLY SPACED GENERAL NOTES: 1. CURB CUTS SHALL HAVE A MAXIMUM RISE OF 8 INCHES. 2. THE MAXIMUM SLOPE FOR A CURB RAMP IS 1:12 OR 8%. 3. SEE GRADING PLAN FOR SPOT ELEVATIONS. 4. ACCESS RAMP AND HANDICAP SYMBOL SHALL BE PAINTED WHITE. HANDICAP SYMBOL SHALL BE 5 FEET HIGH. 5. TOP PORTION OF HANDICAP SIGN SHALL HAVE A REFLECTIVE BLUE BACK GROUND WITH WHITE REFLECTIVE S` WBOL AND BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACK GROUND WITH BLACK OPAQUE LEGEND AND BORDER. HANDICAP PARKING SPADE DETAIL NOT TO SCALE „ •-•,•—•� UKAut fPOST SECTION 5/16 MACHINE SCREW OR BOLT o SIGN MOUNTING HEIGHT SHALL `D NUT & LOCK CONC. .I BE 7'-0" ABOVE FINISHED -I WASHER GRADE TO BOTTOM OF SIGN 1_ -)T SI GN SIGN DETAIL POST MOUNTING DETAIL NOTES: 1. TOP PORTION SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. PENALTY SIGN SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH REFLECTIVE WHITE LEGEND AND BORDER. HANDICAP SIGN AND POST DETAILS NOT TO SCALE NOT TO SCALE A TABLE OF DIMEN SONS E F G D E R1-1 STOP SIGN DETAIL NOT TO SCALE END VIEW E I, G _I 1/2" CHAMFEF H K L DF D A CONCRETE: 4,000 P.S.I. STEEL: #4 ® 12" E. W., WI TH 1 #6 OVER PIPE OPENING. ARANCE OVER STEEL, REINFLEBARS, 1/2" TOLERANCE). RCP/CMP A B C D E F G H J K L M N 15" - 18" 2'-7" 2'-1" 6" 6" 6.75" 1'-6" V-7" 2'-10" 2'-4" 8" 6" 6'-10" 7'-0" 24" 2'-11" 2'-8" 6" 5" 4.5" 1'-11" 2'-0" 3'-6- 3'-1" 7.5" 5" 10'-0" 10'-3.5" 30" 3'-6" 3'-2" 6" 6" 5.5" 2'-5" 2'-6.5" 3'-9" 3'-5" 7" 5" 11'-5" 11'-8.25" LLj 3: 3'-10' 6" 7" 5.5" 2'-9" 3'-0" 4'-6" 4'-0" 6" 6" 14'-0" 14'-4.5" HEADER CURB (OPTIONAL) END SECTION DETAIL NOT TO SCALE HEADER CURB (OPTIONAL) I 7WEAR ED STONE OR SHELL (OPTIONAL COURSE MAY BE DRIVE AREA SECTION NOT TO SCALE (' i, GARY A. ABBEY, P.E. � REG. N0.56819 con 00 N rn J z 134 r7 C14 N � T Q N (O � m �O N N 2 n 1 a aw U �--I W OLL- LLJQ � w U Z U wt W z M c0 w' � W CL 1q, y cyU Cn Q F--� v O L` OX D WQ LLj 3: a W Y Orn of W v� I cfl � N m 3 SHEET 6 00 N rn z 0 Q N (O � �O N N a aw 00 W OLL- � w U U wt W z M c0 w' � W CL 1q, y W z Q U rn 40 OX WQ wLL- Y Orn of W v� I cfl � O N N It O rn iii z 0 N m 3 SHEET 6 Table If Buffer Space and Taper Length Table I L (ft.) Spicing 25 155 max. Distance Between Devices (ft.) Speed Cones or Type I ar Type II (mph) Tubular Markers Barricades or Vertical 250 245 Panels or Drums 305 Taper Tangent Taper Targent 25 1 25 50 j- 25 50 30 to4525 50 30 50 50: to 70 25 50 5Cr Ice Table If Buffer Space and Taper Length Buffer Speed space (mph) Dist. fft) Taper Length' (12' Lateral Transition) L (ft.) Notes (Merge) 25 155 125 W52 L - 60 30 200 780 35 250 245 40 305 L 320 (; 45 360 540 = - WS 50 425 600 55 495 660 60 570 720 65 645 780 70 730 840 When Suffer Space cannot be attained due to geometric constraints, the greatest attainable length shall be used, but not less than 200 ft. For lateral transitions other than I2', use There; L = Length of taper in feet V1 = Width of lateral transition in feet Shall Be Removed Or Relocated Outside The Clear r Zone Or Be Shielded By A Barrier Or Crash CushionMedian = 7�7 r / work Area , A B C L and'Buffer Space END — -- Signs Covered ROA[? WORK ROAD! Area Fernpnrari{y 500' k WORK Reopened To Traffic \I MILE ROAD SPEEDING FINES WORK r; DOUBLED � hlI � � WHEN WORKERS ,. i �� , Temporary Pavement Markings PRESENT � ` � �; � Placed Through Work .Area And Devices Relocated Laterally 2 To 41'' Outside Edge Of Travel dray. EVEN PAFE'EMENr Arrow Board Operation Discontinued And .Arrow Ba..,-' Shall Be Removed Or Relocated Outside The Clear Zone Or Be Shielded By A Barrier Or Crash Cushiu ; Median — O °ate l� GARY A. ABBEY, P.E. REG. NO. 56819 45 mph 350 350 :350 <C S = Posted spaced limit (rnph) 50 mph 00 O 3. When work as performed in the median #are an divided highways, the channel€ ing device plan is inverted U z Q' Q 0 °x w Z 0 Cn �55 mph or greater 12640 qq ' the right an closed and lane end signs.(d?.eclns ends s gns Sobstet ted fsa b �O DURATXV VOTES V * The ROAD WORK I frlli:E sign may be used 'rhe same apples to undivided hr hwaywrta �a�io,fowrngexcptens. ' =-' as an alternate to the ROAD WORK AHEAD a. Work shah` b�� confined wtllarn rine, riaedrart lane. I. Temporary white ed cline may be omitted far work operations less than (' � 9 �` p � sign and the RIGHT LANE CLOSED Vi MILE # Additional barrrcades, cones, or drums shall be placed along the centerline abutting the work- area and consecutive c lar(ar days,s. v. ;.. b sign may be used a� err alternate t o the across the trailing end of the work .area, 2. For work operations up to approximately15 minutes, signs, channelizing devices, RIGHT LANE CLOSl i� fTi ,4th sign. When work an undivided highways reccurs across the centerlfne so as to encroach on both median lanes, arrow board, and buffer space may be amitted if all of the following conditions ** 50a beyond the ROAD WORK AHEAD sign or the inverted plan is applied to the approach of both roadways, are met, 7 midway between .!.JwF, €hichever is less. a. Speed limit is 45 mph or fess. . _, 4, Signs and traffic control devices are to be modified in accordance with INTERMITTENT WORK 510�'�l'7;C£ b. No sight obstructions t vehicles approaching the work area for a distance ght tr a v c FF 9 b details (sheet 2 of 2) when no work is being performed aril the highway is opera to traffic. equal to the buffer space and the to er len th combined. 4 P F 9 r. Volume and complexity of the roadway has been consklered. N U 5. Tial two channelrzrn : devices directly in front of the work area maybe omitted provided wehrries: in the 9 .r l i d f r larger, ria n dui tr k with d, The closed d Fane s occupied b a class 5 0 _medium uc s �' p Y y i ) : work area haus high-intensity rotating, flashrag, oscillating, or strobe lights operating. a minimum rose weight vehicle rating (oWfR) of 76,002Ufth. rotating::, flashing, oscillating, yr strobe lights mounted above the cab' height `SYMBOLS 6, When p,atied shoulders having a width of 6 ft. ormore are closed, cltannefizing devices shatl be used to and operating. , close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the travel way. See Index No. 61'2 for shoulder taper formulas, 5. For work operations up to 60 minutes, arrow board ,and buffer Work Area space may be omitted if conditions a, b, and c in DURATION NTE 2 h Sign Wtrfa IB x I$" (Min,} highway within the TT z additional r'TC devices shall be laced err 7- when a side road intersects the rig, ay e C one, ac d o p are met, and vehicies in the work area have high-intensity, N Orange Flag And Type 8 L;ghi accordance with other applicable T_'Z Indexes. rotating, dashing, oscillating, or strobe lights operating. -'- ■ Channelizing Device (See Index No. 6x70) T is being performed 'r. tree meddle fares of a six or more lane �. ibis CZ plan coes.not apply when work J 9 p. to r ( ) CONDITIONS highway. see Index No. 614 Work Zone Sign ^+ bems.Advance Yarnlrg: Arrow Board� For general iGT requiremen.s and'additional information referr to Index No. 600 WHERE ANY VEHICLE, EQUIPMENT, 'WORKERS OR THEIR ACTIVITIES ENCROACH ON THE LANE ADJACENT TO EITHER SHOULDER AND THE AREA 2' OUTSIDE THE EDGE OF TRAVEL WAY: QST O DESCRIPTIONr �DC T QI = MULTILANE, IVCD WITHIN 'RAVEL WAY INDEX NOJ SHEET No. EvlsloN 0 07f 01/09 w �- DESIGN STANDARDS MEDIAN OR OUTSIDE LANE 623 1 of 2 Shall Be Removed Or Relocated Outside The Clear r Zone Or Be Shielded By A Barrier Or Crash CushionMedian = 7�7 r / work Area , A B C L and'Buffer Space END — -- Signs Covered ROA[? WORK ROAD! Area Fernpnrari{y 500' k WORK Reopened To Traffic \I MILE ROAD SPEEDING FINES WORK r; DOUBLED � hlI � � WHEN WORKERS ,. i �� , Temporary Pavement Markings PRESENT � ` � �; � Placed Through Work .Area And Devices Relocated Laterally 2 To 41'' Outside Edge Of Travel dray. EVEN PAFE'EMENr Arrow Board Operation Discontinued And .Arrow Ba..,-' Shall Be Removed Or Relocated Outside The Clear Zone Or Be Shielded By A Barrier Or Crash Cushiu ; Median — O °ate l� GARY A. ABBEY, P.E. REG. NO. 56819 Ld Q 02 Z O U7 Ld tY rb N d- Z O F - Q N cp � O N = N � Q Q � O (Y O F__: w� LL] U U Q w M O W Z ::D I a - w N Ld O > CY) � X W Q W Y O t w � 2 �- U � O 14- C4 O N CN d' O r) W Z O CL <C O `r H Q U z Q' Q 0 °x w Z 0 Cn �O V 1-+-d w Ld Q 02 Z O U7 Ld tY rb N d- Z O F - Q N cp � O N = N � Q Q � O (Y O F__: w� LL] U U Q w M O W Z ::D I a - w N Ld O > CY) � X W Q W Y O t w � 2 �- U � O 14- C4 O N CN d' O r) W Z O CL SHEET <C O `r H Q U z Q' Q UW U °x w Z 0 Cn SHEET GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS OF CITY OF ATLANTIC BEACH STANDARDS, (LATEST REVISION) AND ALL CURRENT CITY STANDARD DETAILS. THE WORK SHALL ALSO BE PERFORMED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORT BY LEGACY ENGINEERING IF MORE STRINGENT THAN CITY OF ATLANTIC BEACH REQUIREMENTS. 2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH O.S.H.A. REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS BID. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUB -SURFACE, WHICH MAYAFFECT THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE ROUTE OF THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TO THE CONSTRUCTION OF THE PROJECT. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF OFF SITE BORROW THAT WILL BE REQUIRED. 5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER AND THE CITY OF ATLANTIC BEACH FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER AND THE CITY OF ATLANTIC BEACH. 6. ELEVATIONS ARE BASED ON N.A.V.D. 1988 DATUM, AS DETERMINED BY RICHARD A. MILLER PROFESSIONAL LAND SURVEYORS, INC., JOB NO. 2014-27, DATED 02-03-14. 7. FOR BOUNDARY INFORMATION, SEE SURVEY PREPARED BY RICHARD A. MILLER PROFESSIONAL LAND SURVEYORS, INC., JOB NO. 2014-27, DATED 02-03-14. 8. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY OF ATLANTIC BEACH REQUIREMENTS. THIS SHALL INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES LOCATED IN PAVEMENT AREAS CONCRETE TESTING AND ALL OTHER MATERIAL TESTING, PRIOR TO LIMEROCK PLACEMENT, THE PROJECT GEOTECHNICAL ENGINEER SHALL MAKE RECOMMENDATION FOR UNDERDRAIN PLACEMENT. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE REQUIRED FOR THE PROJECT INCLUDING CITY OF ATLANTIC BEACH RIGHT-OF-WAY PERMITS FOR WORK IN THE CITY OF ATLANTIC BEACH RIGHT-OF-WAY OR EASEMENT. 10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF ATLANTIC BEACH OR STATE RIGHT-OF-WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. 11. ALL PUBLIC DRAINAGE EASEMENTS SHALL BE "UNOBSTRUCTED" EASEMENTS. ALL "UNOBSTRUCTED" EASEMENTS TO BE CLEAR AND DRIVEABLE. 12. "AS -BUILT" DRAWINGS - AS-BUILTS TO THE CITY OF ATLANTIC BEACH AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND SURVEYOR THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT WITH A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD LOCATIONS, CERTIFICATION AND SUBMITTAL OF "AS -BUILT" DRAWINGS IN ACCORDANCE WITH CURRENT CITY STANDARDS AND SPECIFICATIONS AND SJRWMD REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROCESS THE "AS -BUILT" DRAWINGS FOR APPROVAL BY THE CITY OF ATLANTIC BEACH. SUBMITTAL OF AS -BUILT SITE SURVEY, INCLUDING BENCHMARKS, IS REQUIRED PRIOR TO SCHEDULING A FINAL INSPECTION OF THE BUILDING BY THE BUILDING DEPARTMENT OR THE FIRE MARSHALL. 13. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. IN THE EVENT OF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 14. ALL CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, AND BERMS INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR EASEMENTS SHALL BE CONSIDERED AS PART OF THE PROJECT. 15. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CITY OF ATLANTIC BEACH STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND TESTED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. 16. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR REINSTALLATION OF THE MONUMENT. 17. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY CONTRACTOR. 18. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. 19. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. 20. BURNING OF TREES, BRUSH AND OTHER MATERIAL SHALL NOT BE ALLOWED BY CITY OF ATLANTIC BEACH FIRE MARSHALL. 21. ROADWAY UNDERDRAINS SHALL BE AS REQUIRED ON THE PLANS ORAS MAY BE DETERMINED NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF HIGH GROUND WATER CONDITIONS ARE PRESENT DURING THE PREPARATION OF THE ROADWAY SUB -BASE. 22. PROVIDE CONTRACTION JOINTS AT 6' O.C. AND EXPANSION JOINTS AT 24' O.C. ON ALL EXTERIOR SIDEWALKS AND CURBING. 23. MAINTENANCE OF TRAFFIC SHALL CONFORM TO F.D.O.T. STANDARD INDEX 600, LATEST EDITION. 24. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEXES 11860, 17346, AND 17352. 25. ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED ROADWAY/SITE DEVELOPMENT SHALL BE REMOVED BY THE CONTRACTOR UTILIZING THE HYDRO -BLASTING METHOD. 26. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC (LEAD-FREE) IN ACCORDANCE WITH CITY OF ATLANTIC BEACH STANDARDS. 27. CITY OF ATLANTIC BEACH REVIEW INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO ALL NECESSARY SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION. UTILITY NOTES: 1. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO COMMENCING ANY CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS, PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL CONNECT. 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY OF ATLANTIC BEACH, AND PRIOR TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. 3. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED TO CONFORM WITH CITY OF ATLANTIC BEACH REQUIREMENTS AND SHALL BE CONSTRUCTED TO CONFORM WITH CURBING, PROPERTY LINES, BANK SLOPES AND LOW POINTS AS SHOWN ON THE PLANS. 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. 5. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES. 6. ALL DRAINAGE PIPE JOINTS IN CITY OF ATLANTIC BEACH DRAINAGE EASEMENTS, DRAINAGE EASEMENTS BETWEEN ONSITE BUILDINGS, DRAINAGE RIGHT-OF-WAYS AND UNDER PUBLIC PAVED ROADS ARE TO BE FILTER -WRAPPED. 7. ALL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR BETWEEN EACH LAYER OF BRICK, OR REDDI-MIX CONCRETE WITH #57 STONE. 8. UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. 9. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PAVEMENT. 10. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY OF ATLANTIC BEACH SHALL BE ACCOMPLISHED ACCOMPLISHED BY AND UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 FLORIDA STATUTES. 11, CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ALL SANITARY MANHOLES PRIOR TO THE PLACEMENT OF THE LIMEROCK BASE COURSE. THIS SCHEDULE TO BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS -BUILT" DRAWINGS FOR THIS PROJECT. 12. ALL SEWER MAINS SHALL BE PVC (ASTM -3034) SDR -35 FOR DEPTHS TO 15 FEET, SDR -26 FOR DEPTHS 15' OR DEEPER, OR IN EASEMENTS UNLESS OTHERWISE NOTED. FORCE MAINS TO BE PVC - SDR -18 PIPE UNLESS OTHERWISE NOTED. 13. SANITARY SEWER SERVICES SHALL BE 6" PVC WITH A MINIMUM SLOPE OF 0.006 FEET PER FOOT AND SHALL BE TERMINATED AT THE RIGHT-OF-WAY LINE WITH A DEPTH OF 48" UNLESS OTHERWISE DETAILED OR RESTRICTED DUE TO DEPTH OF SEWER MAIN. 14. WATER MAINS SHALL HAVE A MINIMUM OF 36" COVER FROM FINISHED GRADE, UNLESS SPECIFICALLY REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION, 15. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS N.S.F.P.W. AND SHALL BE SO MARKED. 16. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED UNTIL FINISHED WORK IS COMPLETE. 17. HORIZONTAL SEPARATION BETWEEN WATER MAINS, VALVES, FITTINGS AND SANITARY OR STORM SEWER SHALL BE A MINIMUM OF 10 FEET OR IN ACCORDANCE WITH THE F.D.E.P. REGULATIONS. 18. WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 10 FEET HORIZONTAL SEPARATION, FULL -UNCUT LENGTHS OF WATER QUALITY PIPE (I.E. SDR -18 AWWA C-900 FOR NEWLY INSTALLED SEWER & SDR -18 AWWA C-900 WATER) WILL BE USED WITH THE JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY WILL BE PLACED ON AN UNDISTURBED SHELF OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL SEPARATION OF AT LEAST 18 INCHES. IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE SEWER AND WITH 10 FEET OF SEPARATION WHERE POSSIBLE. 19. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL UNCUT LENGTH OF WATER QUALITY PIPE (I.E. SDR -18 AWWA C-900 FOR NEWLY INSTALLED SEWER & SDR -18 AWWA C-900 WATER) WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF CROSSING. THE CONTRACTOR SHALL FIELD VERIFY THE VERTICAL SEPARATION, THE MINIMUM VERTICAL SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO HAVE THE WATER MAIN ABOVE THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION. 20. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF CROSSINGS REGARDLESS OF VERTICAL SEPARATIONS. 21. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK WILL BE STOPPED AND THE PROPER AUTHORITIES NOTIFIED. WITH THE APPROVAL OF THE DUVAL COUNTY HEALTH DEPARTMENT, DUCTILE IRON PIPE, FITTINGS AND APPROVED SOLVENT RESISTANT GASKET MATERIAL SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE IRON PIPE WILL EXTEND AT LEAST 100 FEET BEYOND ANY DISCOVERED SOLVENT. 22. IN REGARD TO THE REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO SERVICE, THE BACTERIOLOGICAL SAMPLE POINTS WILL BE INDICATED IN RED OR PINK ON THE RECORD OR AS -BUILT DRAWINGS. THE SAMPLE NUMBERS WILL CORRESPOND TO THOSE ON THE BACTERIOLOGICAL SAMPLE LAB SHEETS. 23. THE RECORD OR AS -BUILT DRAWINGS SUBMITTED AT THE TIME OF REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO SERVICE WILL CLEARLY DEPICT THE VERTICAL CLEARANCES BETWEEN WATER AND SEWER (INCLUDING STORM) LINES AT ALL CROSSING AND PARALLEL RUNS WHERE THE HORIZONTAL SEPARATION IS LESS THAN 10 FEET. IN ADDITION, THE CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS OF CROSSINGS WILL BE DOCUMENTED ON THE DRAWINGS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARLY DEPICTED IN CASES WHERE A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETWEEN THE WATER AND SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE. 24. MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH UTILITY COMPANY STANDARDS WHERE WATER MAINS ARE TERMINATED AND AT ALL BENDS AND TEES. 25. UNLESS OTHERWISE NOTED, ALL OFF-SITE WATER MAIN TO BE PVC AWWA DR18, C-900 AND ALL ON-SITE WATER MAIN 4" AND GREATER SHALL BE DR18, AWWA C-900. ALL ON-SITE WATER MAIN 2" OR SMALLER SHALL BE SCHEDULE 40 AND N.F.S.P.W. RATED. 26. ALL GATE VALVES SHALL BE UTILITY COMPANY STANDARD. VALVES SHALL BE MECHANICAL Oat, CONTRACTOR AS PART OF JOINT, CAST IRON, BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY \ OF SERVICES, ETC. SHALL TURNING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSI WORKING PRESSURE AND 400 TAPE SHALL BE SUBMITTED TO THE CITY OF ATLANTIC BEACH. ALL DEFECTIVE AREAS AND ITE PSI TEST PRESSURE. ALL REPAIRED SECTIONS N UST BE REINSPECTED PRIOR TO ACCEPTANCE. 27. FIRE HYDRANTS SHALL BE UTILITY COMPANY STANDARD. ALL ONSITE HYDRANTS SHALL BE ED IN EXCESS OF 7.5% OF THE NOMINAL DIAMETER OF THE PIPE SHALL BE REMOVED AND Rl PAINTED PER THE CITY OF ATLANTIC BEACH STANDARDS. LE TO BE CHECKED FOR PROPER SIZING BY THE USE OF TRUING 28. ALL ELECTRIC CONDUIT WO K SHALL BE COMPLETED PRIOR TO THE PRESSURE TESTING OF . ED TO THE CITY OF ATLANTIC BEACH FOR REVIEW. WATER AND SEWAGE FORC MAINS. 29. ALL WATER MAINS SHALL BE BACTERIOLOGICAL AND PRESSURE TESTED AT 150 PSI FOR 2 � Ld u HOURS IN ACCORDANCE WI rH AWWA C-600 STANDARDS. NO CONNECTION TO EXISTING U POTABLE WATER SYSTEM S AALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN W PRESSURE TESTED AND DIE INFECTED IN ACCORDANCE WITH AWWA C-651, AND CLEARED FOR W SERVICE THE ENGINEER AND THE CITY OF ATLANTIC BEACH REPRESENTATIVE MUST BE Ld z z NOTIFIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. L o 30 A PRE -CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED WITH THE CITY CE OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT. wQ 31, TELEVISION INSPECTIONS ALL BE REQUIRED ON ALL GRAVITY SEWER MAINS INCLUDING STORM SEWER AFTER THE LIMEROCK HAS BEEN COMPACTED. THIS SERVICE SHALL BE PROVIDED BY THE CONTRACTOR AS PART OF THE SANITARY SEWER CONTRACT. A FULL WRITTEN REPORT AS TO THE CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER AND ENGINEER PRIOR TO ACCEPTANCE, AND ONE COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO THE CITY OF ATLANTIC BEACH. ALL DEFECTIVE AREAS AND ITE OS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL REPAIRED SECTIONS N UST BE REINSPECTED PRIOR TO ACCEPTANCE. SEWER PIPE SHALL BE TES ED FOR DEFORMATION OR DEFLECTION. ANY PIPE FOUND TO BE DEFORMED AND/OR DEFLE ED IN EXCESS OF 7.5% OF THE NOMINAL DIAMETER OF THE PIPE SHALL BE REMOVED AND Rl PLACED AT NO ADDITIONAL COST. ALL MANDRELS USED IN TESTING SHALL BE AVAILAI LE TO BE CHECKED FOR PROPER SIZING BY THE USE OF TRUING RINGS AT THE REQUEST OF THE CITY OF ATLANTIC BEACH REPRESENTATIVE. RESULTS OF THE TEST SHALL BE SUBMI . ED TO THE CITY OF ATLANTIC BEACH FOR REVIEW. 32. THE CONTRACTOR SHALL OID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER AND SEWER SERVICE TO M IET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOT KATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. 33. ALL NEW AND/OR RELOCAT D WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE THAN EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS SHALL CONFORM WITH ALL PPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED WATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD AND ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD. 34. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY OF ATLANTIC BEACH RIGHT -O '; AY OR CITY OF ATLANTIC BEACH EASEMENT MUST BE IN CONFORMANCE WITH THE THE CITY OF ATLANTIC BEACH APPROVED MATERIALS MANUAL. 35. CONTRACTOR SHALL INSTALL WARNING TAPE ON ALL WATER MAINS AND FORCE MAINS IN ACCORDANCE WITH THE Cl rY OF ATLANTIC BEACH STANDARDS. 36. CONNECTION CONTINGENT UPON CONSTRUCTION, DEDICATION AND FINAL ACCEPTANCE OF THE OFFSITE WATER TRANSMIS ION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF THIS PROJECT. 37. CONTRACTOR SHALL CONT, CT SUNSHINE NETWORK (1-800-432-4770) 48 HOURS PRIOR TO STARTING PROPOSED WO l 38. ALL SEWAGE FORCE MAIN :SHALL BE HYDROSTATIC TESTED AND CONSIST OF A COMBINED PRESSURE TEST AND LEAKAGE TEST FOR A MINIMUM DURATION OF TWO HOURS AT 150 PSI IN ACCORDANCE WITH A A C-600 STANDARDS. THE ENGINEER MUST BE NOTIFIED 48 HOURS PRIOR TO PERFORMING TH PRESSURE TEST AND MUST BE PRESENT. i A GARY A. ABBEY, P.E. REG. NO. 56819 N N � Of 2 m Qry M U 1-•�� U U 1--�� Q T 1 � m U z Ld W � � Lli Q O Lj_. Lo W Lo_!loll LLJm V� W 0 p� W TTw� W Q 48 0 Z O M W PA 00 N d rn z O Q N co y co O o o N N K):D •• Q ¢LL_ 00 U QDU O F_:J of � Ld u _ U W M (D Ld `r W � N Ld z z -- L o U > rn 40 CE o X wQ a w LL. ¢ Y x O X� W a U � m I U co It �t 0 N N It 0 rn z 1w O W Q 48 0 Z O M W PA SHEET W z O z a U cn d U o o •• PG z > o a ¢ 1 x a m c1 U Q SHEET W z O z a U cn I EXIS77NG FIRE HYDRANT o�ti (8.0) �SAIV MH _(:°� 84) WEST 1ST STREET ' ~F(50''W) I I ill=( Z) HDPE I 1II 501 MH INV= 6 4 `! (6.24) INV=( -a D)e 41) (Z 9%) (6.014)_�: •.:�' P'u°_ u S� 'Ja � 4P17 N IS N89 3- '7-,..I �T €�{ € -612 -7 ! i _ 3 TD I� POND �• _.i" ./ / E CRUJs"k 's OCK 13 'r • �S'Ll}2F'ACI! •• � ,� ! j TOB 8,0 • 6)OWN 61, _n I f �"1..�" C7.w•' 1.Oi:i rh"'^f �' alJ� a 4` . 'z' �'`,�' � I I €g t I jj''re yC#C } GV E r t O FL.. ix _W1 7 STUBOUT -.S67 - - � .-�- AND PLUG . I (OPTIONAL) I RD 8 �' I TREE BLOCK 14 :`Pi�(�.• EC,'. ON a ' , PROTECTION I1 �, `. r TYP. ; E... ° (.TYP: � � � 1 O I I ('7) I I ( e N { I SILT FENCE � �.�, •! � I =SII N (TYP) 4I T,U,BpU•T VI\; .I�Oc3' 1aLE •a.' a „y.. ,+,;�h. - I t�>.�{ gi _ al 1 e , �. F't�TUR.�'.•C,bN.N'•�,CTION � .I' ; � I I �, I IX4,s - �s GR�l�H�R ;� ' .I x � I _._ 794) 8, 1 f - I.. •• itis � , QS ' K, (.6661' »,9 .. xB I ASPHALT "4•\X 1 (&46 A 7.8 S89°,3'D 3 47.80' LP N89 °40'45 142.73' 9/i a "dA w, \ v' 7 41 .3,. W I .I i ; (5A9) 2' CURB & GU a �1 c (5, INSTALL FDOT APPROVED INLET PROTECTION (518ill ATLANTIC BOULEVARD (STATE ROAD NO. 10) RIGHT OF WAY VARIES PER FDOT R/W TRANSFER MAP SECTION 72100 (6.28) INSTALL FDOT APPROVED INLET PROTECTION N W E J 20 0 10 20 SCALE IN FEET SILT FENCING AND OTHER SEDIMENT Z CONTROLS SHALL BE PLACED IN AREA O WHERE OFFSITE DISCHARGE OF SEDIME ' T MAY OCCUR. THE CONTRACTOR MAY ADJUS AND LIMIT THE LOCATION OF SILT FENCING 0 ONLY THOSE AREAS IN WHICH THESE CONDITIONS MAY OCCUR IN ACCORDANCE LO O O N N WITH THEIR OWN SWPPP, AS PREPARE IN THEIR NPDES PERMIT APPLICATION. Q POST (2" X 4" OR 2 1/2" MIN. DIA. WOOD -STEEL 1.33 6� MAX. LBS/FT. MIN) I� STAKES TERED WATER BURLAP FABRIC r- RUNOFF WATER r_ WITH SEDIMENT r: ./"rte � .. �• BURIED BURLAP FABRIC INLET SEDIMENT FILTER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS IN STREET OR HIGHWAY MEDIANS. ROP INLET WITH GRATE ST KED STRAW BALE COMPACTED SOIL D D ❑ D ❑_ p -� TO PREVENT PIPING D Ulfld IIIUU iltldl D -- ❑ p -� I I I I I I I I I FILTERED 1 - RUNOFF WATER WATER 0 � WITH SEDIMENT J llf l I l�l� = D D 0 D v;>.tiy�l� IIIIII 41 �Ilil WWI STRAW BALES STAKED WITH 2 STAKES PER BALE BLOCK AND GRAVEL DROP SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA ( SLOPES NO GREATER THAN 5 PERCENT L ) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. DROP INLET SEDIMENT FILTER DETAIL NOT TO SCALE TER FABRIC (IN ONFORMANCEI EC. 985 FDOT S E III SILT FEN OPTIONAL POST POSITIONS PRINCIPLE POST POSITION COUNTER 20° TOWARD FLOW NOT TO SCALE CE DETAIL STORMWATER POLLUTION PREVENTION PLAN (SWPPP): 1. THESE PLANS INDICATE THE MINIMUM EROSION 8 SEDIMENT CONTROL MEASURES REQUIRED FOR THIS PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL -A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.) CHAPTER 6. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. IF A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION COSTS AND FINES. 2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA. 3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD AND/OR GRASS PER COUNTY STANDARDS AND MEETING THE N.P.D.E.S. FINAL STABILIZATION REQUIREMENTS. 5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT (C.U.P.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL PERFORM GROUNDWATER TESTING IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY FEDERAL REGISTER, PAGE 42739, PART 1A.3, TO DETERMINE PETROLEUM CONTAMINATION LEVELS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING N.P.D.E.S. PERMIT, IF REQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER ENCOUNTERED DURING CONSTRUCTION AND DEWATERING OPERATIONS. 7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A "NOTICE OF INTENT" TO THE FDEP IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM RULES AND REGULATIONS. 8. THE CONTRACTOR SHALL PROTECT STORM SEWER GRATES TO PREVENT SEDIMENTATION OF THE STORM SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN A SEDIMENT BARRIER UNTIL THE DISTURBED AREAS ARE STABILIZED. HOWEVER, THIS NOTE SHALL NOT SUPERSEDE THE REQUIREMENT TO PREVENT ONSITE FLOODING DUE TO GRATE INFLOW LIMITATIONS. 9. THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS AND/OR SWALES FROM SEDIMENTATION DURING CONSTRUCTION. 10. IN THE EVENT OF DELAYS IN CONSTRUCTION, THE CONTRACTOR SHALL SEED OR SOD ALL AREAS AND MAINTAIN EROSION CONTROL BARRIERS IN PLACE TO PREVENT EROSION, SILTATION AND AND INCREASED RUNOFF. 11. THE CONTRACTOR MUST MAINTAIN THE STORM DRAINAGE SYSTEM DURING CONSTRUCTION TO PREVENT FLOODING OF SURFACE AREAS WHILE MINIMIZING SEDIMENTATION DOWNSTREAM. 12. THESE NOTES COMBINED WITH THE DIRECTION GIVEN ON THE PAVING AND DRAINAGE PLAN SHALL CONSTITUTE THE RECOMMENDED SWPPP. ADDITIONAL MEASURES MAY BE REQUIRED BASED ON FIELD CONDITIONS DURING CONSTRUCTION. Construction Sequence - The project will be built in this general order; 1. Survey stake out of clearing and demo limits. 2. Construct silt fences, tree protection barricades and erosion control measures. 3. Clearing of development areas. 4. Rough grading of site. 5. Underground utility installation and new building construction. 6. Fine grading for pavement, swales and landscaping. 9. Final paving and landscaping. 10. Final inspections and approval. 11. Remove sediment barriers when all disturbed areas are stabilized with vegetation. GARY A. ABBEY, P.E. REG. NO. 56819 Q 0 g V) Z O LLJ of O Z Z O F7 - LO O O N N Q Q 1 . U 00 Of U7 O 1.-: J W G G LL W N Q W L` z W = m of Z I W 0-N W Z� '�-�--1 Z a m �rn z O X LLJ Q Lj LL- ") oLL- f� Of 0 LLJ > LLJ Lr_I Q OLD N It O rn A� 0 Q Q U C-1 Q 0 g V) Z O LLJ of O Z LLI Z O IL Z O F7 - LO O O N N Q Q 1 . U 00 Of U7 O 1.-: J W G G LL W U U w4- W m co W M Z Z I W 0-N W Z� U �rn O X LLJ Q Lj LL- L O r7 Of Z LLJ > UI O N N It O rn LLI Z O IL SHEET 9 U o N � o Z > a C) Q Q U C-1 SHEET 9 2 STORY METAL BUILDING roe 18' CP -12 13' CP -13 O 'll 18' cP 32 1 � i TREE 54RRICADE SEE SHEET L-3 FOR TREE MITIGATION TABULATIONS lros 14', 16' CE 14' GE TREE KEY 14' CE - 14' CEDAR 22' PN - 22' PECAN 1' CH - 11 WILD CHERRY 26'M - 28" MAPLE 13' CP - 13" CA55AGE PALM 24' P1 - 24' PINE 15' LLO - 15' LAUREL OAK 24' LO - 24" LIVEOAK N00 29 03 W 289.76 _ XX X O g TREE 5ARRICADE ,a' 9 5-1 9' M �1 241 PN roO 02 18" CP 18' CP >o ED TREE IIARRICADE �3 14' M & ro 22' PN ro 4 � 28' M 9' LLO TREE TO 5E REMOVED, TYf=. 20' F Or, -,A 54 24' PI 26' PI 55 5 �>3 12', 12' LO 2 STORY METAL BUILDING ...Oats. �.. 5ILT FENCE AROUND PERIPHERY OF PROPERTY, TYf=. \ 01) X X X 16 , 21 LO 12' LO 1�1� � leo � 13 �wl� � 2 24' LO 23" LO 14 CP 18,1CP 3 6' LO 15' LO ro � 8 6 11 M 14' CIO 14' LLO 12 15 14' CP CH R-1 14' LO 3(101 LO 5� 22'GREENHOUSE (63'x 108') conn co 0 20 13' LLO R 51 ® 16' cP .48 s" LLO 4S 22' CP i� 110 EUTHENIG5 UVU S F± LAND ARCHITECTURE COMMUNITY PLANNING UR5AN DESIGN 1304 246 62113 1304 241 6382 fax kel lmorescomca st.net Q) � n o 26" M .,v L SILT FENCE AROUND PERIPHERY OF PROPERTY, TYP. rte`` V � 4 4 . b 4 24" PI f '8L a o 2 STORY METAL BUILDING roe 18' CP -12 13' CP -13 O 'll 18' cP 32 1 � i TREE 54RRICADE SEE SHEET L-3 FOR TREE MITIGATION TABULATIONS lros 14', 16' CE 14' GE TREE KEY 14' CE - 14' CEDAR 22' PN - 22' PECAN 1' CH - 11 WILD CHERRY 26'M - 28" MAPLE 13' CP - 13" CA55AGE PALM 24' P1 - 24' PINE 15' LLO - 15' LAUREL OAK 24' LO - 24" LIVEOAK N00 29 03 W 289.76 _ XX X O g TREE 5ARRICADE ,a' 9 5-1 9' M �1 241 PN roO 02 18" CP 18' CP >o ED TREE IIARRICADE �3 14' M & ro 22' PN ro 4 � 28' M 9' LLO TREE TO 5E REMOVED, TYf=. 20' F Or, -,A 54 24' PI 26' PI 55 5 �>3 12', 12' LO 2 STORY METAL BUILDING ...Oats. �.. 5ILT FENCE AROUND PERIPHERY OF PROPERTY, TYf=. \ 01) X X X 16 , 21 LO 12' LO 1�1� � leo � 13 �wl� � 2 24' LO 23" LO 14 CP 18,1CP 3 6' LO 15' LO ro � 8 6 11 M 14' CIO 14' LLO 12 15 14' CP CH R-1 14' LO 3(101 LO 5� 22'GREENHOUSE (63'x 108') conn co 0 20 13' LLO R 51 ® 16' cP .48 s" LLO 4S 22' CP i� 110 • 4' CE 29 � n X 0 b C opo v 30) 31 18' LLO 32 x 12' CP 4 b 4 3� 18' PI 41 15' Cf 416�P 6' LLO 4 b b4- 07 ip0 LLO +.1542 b CP 9' LLO ,8'L FM24" X X EUTHENIG5 UVU S F± LAND ARCHITECTURE COMMUNITY PLANNING UR5AN DESIGN 1304 246 62113 1304 241 6382 fax kel lmorescomca st.net FLORIDA REG. No. Ilroo FFE - 9.50 41 26" M tL SILT FENCE AROUND PERIPHERY OF PROPERTY, TYP. rte`` V 0 4 24" PI f '8L a o co � v� X X y � �1 X X X X X ® X X R g � 16' CP ® N00 °29'03"W 291.78' 4e too � 151 CP 15' GP FM24, `BZOY FM/ FM FM24" (x'68 *,9d /I 8'0) 1N3VV3Sb'3 0Z' ---/'X II X TITLE TREE REt-IOVAL- 4 • 4' CE 29 � n X 0 b C opo v 30) 31 18' LLO 32 x 12' CP 4 b 4 3� 18' PI 41 15' Cf 416�P 6' LLO 4 b b4- 07 ip0 LLO +.1542 b CP 9' LLO ,8'L FM24" X X EUTHENIG5 5TUDIO LAND ARCHITECTURE COMMUNITY PLANNING UR5AN DESIGN 1304 246 62113 1304 241 6382 fax kel lmorescomca st.net FLORIDA REG. No. Ilroo GEOR5' lA REG. NO. 66a SEAL tL rte`` V a o co � v� y � �1 II SHEET TITLE TREE REt-IOVAL- 4 1„1ITIGATION FLAN DATE ISSUED JUNE 11, 2014 REVISIONS SCALE 1°=10' NORTH SHEET L I OF in 0 25 -LJ 4 -WR so 32 "CE 1-QY 2 STORY METAL BUILDING 41-Y0 COQUINA, / CRI.16HED CONCRETE VUA, N00 °29'03"W 289.76' X 0 GREENHOUSE (63'x 108') 6800 SF± FFE = 9.50 IA SOp LINE N00 °29'03"W 291-.78" CYI�-Vii, �:, -- 24 X �' FM 4 •_ FM FM (x'68 Od `BZDy /I a'0) 1N_3VV3SV_3 HOZ 2 STORY METAL BUILDING O I i - 12' LO 16 LO 24' LO 23' LO 18' GP 14' CP 14' LL® 15' LO • 0 ro,000 5F 5A,N I A 50D • 1p 14' LO 14' C 3(o' LCA 16' LO SOD 10' LO 1 -QV 1-R-cF' 13" CIF • J COQUINA / CRUSHED CONCRETE VU,A O0 X 5TUD10 LO LAND ARCHITECTURE COMMUNITY PLANNING URiBAN DESIGN 1304 24(o 621S 904 241 6382 fax keIImoreecomcastret FLORIDA REG. NO -1160 GEORSIA REG. NO. 668 SEAL Do`< 1 -GS 5O-SF'J • 5' CE 15' CP Z -A U- 4' CE (Z 0 Q Q) 1 Q v rT 1 OO 1 00 0 0 I 00 1 -R -Gig Q 1 i 1 25 -LC I 1 � ca 7-C �z 1 co -< - � 1 �7 I 00 00 0 18 -LC 0 0 I 35 -Mc 21 -LJ 36 - Bfi'J 4-LUR in 0 25 -LJ 4 -WR so 32 "CE 1-QY 2 STORY METAL BUILDING 41-Y0 COQUINA, / CRI.16HED CONCRETE VUA, N00 °29'03"W 289.76' X 0 GREENHOUSE (63'x 108') 6800 SF± FFE = 9.50 IA SOp LINE N00 °29'03"W 291-.78" CYI�-Vii, �:, -- 24 X �' FM 4 •_ FM FM (x'68 Od `BZDy /I a'0) 1N_3VV3SV_3 HOZ 2 STORY METAL BUILDING O I i - 12' LO 16 LO 24' LO 23' LO 18' GP 14' CP 14' LL® 15' LO • 0 ro,000 5F 5A,N I A 50D • 1p 14' LO 14' C 3(o' LCA 16' LO SOD 10' LO 1 -QV 1-R-cF' 13" CIF • J COQUINA / CRUSHED CONCRETE VU,A O0 X 5TUD10 LO LAND ARCHITECTURE COMMUNITY PLANNING URiBAN DESIGN 1304 24(o 621S 904 241 6382 fax keIImoreecomcastret FLORIDA REG. NO -1160 GEORSIA REG. NO. 668 SEAL SHEET TITLE FLANT INN FLAN 16' GP 6' LLO DATE ISSUED • • JUNE 11, 2014 • RE�/ISIONS X X • X • 16' LLO 13' CP 13' LLO 6' LLO SCALE FM 24" -FM 2 4" 1' = 101 X x V NORTH /� x --� SHEETL2 or- 5 0 C LL 15' CP Z -A U- (Z z Q Q) Q v rT W J 1 -R -Gig Q U- QTI ca 7-C co - � SHEET TITLE FLANT INN FLAN 16' GP 6' LLO DATE ISSUED • • JUNE 11, 2014 • RE�/ISIONS X X • X • 16' LLO 13' CP 13' LLO 6' LLO SCALE FM 24" -FM 2 4" 1' = 101 X x V NORTH /� x --� SHEETL2 or- 5 FROTECTION OF TREE& DURING CON5TRUCTiON All protected trees, preserved understory vegetation, and trees retained For tree credit pursuant to Sec. 83.D.6.b., shall -be protected from injury during any land clearing and construction process in the following manner: A. A temporary barrier shall be constructed to prevent disturbance of the soil a minimum of six (6) feet from the trunk at any point of an area equal to fifty (50) percent of the area within the drip line. TFie barriers shall remain in place throughout construction. B. The developer shall not cause or allow the cleaning of equipment, storyga or disposal of materials or waste materials such as paints, solvents, asphalt, concrete, mortar or any other material that may endanger the health of trees or vegetation within the drip line of protected trees. C. The protected area shall be maintained at its originalrade with no trenching or cutting of an roots, and there shall be no storage of�lll or compaction of soil. In no event sFiall motorized vehicles or equipment be allowed to park on or traverse that area within the drip line of protected trees, nor shall any dirt or other materials be stored within the barriers. D. No attachment, wires (other than protective guy wires), signs or permits shall be fastened to a tree. E. All clearing and grubbing within protected tree area will be done with hand tools only. F. All root systems outside theprotective radius which occur in areas of proposed improvements shall be pruned by a qualified tree surgeon prior to excavation. G. Developers sha I I post signs governing tree removal. The sign sha I l be not less than two (2) feet by two (2) feet 1n size and shall contain the following,: PROTECTED TREES ALL TREES MARKED TO BE SAVED ARE PROTECTED BY CiTY OF ATLANTIC BEACH LAND DEVELOPMENT CODE. ANY PERSON DAMAGING ANY MARKED TREES WILL BE SUBJECT UP TO A FINE OF UP TO $250.00 PER DAY AND A STOP WORK ORDER. H. Standards for protection of trees on disturbed sites are contained in the publication: Tree Protection Manual for Builders and Developers, published by the Florida Department of Agriculture and Consumer Services, Printing Date February 2001 and available through the Florida Department of Agriculture, Division of Forestry. PLANT SCHEDULE QTY. KEY COMMON NAME BOTANICAL NAME COAG COMMERCIAL LOT DEVELOPMENT HEIGHT SPREAD REMARKS 1 TREE /8000 SF QV LIVE OAK QUERCUS VIRGINIANA 4'-4 1/2' CAL. TOTAL LOT SIZE: 54,230 SF -11-51 FULL, STRAIGHT, MATCHING 8 TOTAL NO. 4' TREES REQUIRED - WASHINGTONIA PALM WA5HINGTONIA RO5U5TA 14' CAL TREE MITiGATiON CALCULATIONS -71 - 9' FULL, STRAIGHT, No BOOTS 6 TOTAL 1:1 LIVE OAK iNC:HES REMOVED - 38' CABBAGE PALM SABAL PALMETTOVARIES REMOVE VINES AND DEAD TOTAL 1:1 LiVE OAK INCHES PROTECTED - 138' RELOCATED ON-SITE AS SHOWN 2 CS WOOD FROM TREE. REMOVE TOTAL 1:1 LIVE .OAK INCHES PLANTED - "24' 15 -GAL 301-301 30' SUCKERS, BROKEN AND 41 VO SWEET VIBURNUM VIBURNUM ODORATISSIUM 3 -GAL . MISSHAPENED LiMBS TO 12'. TOTAL 3:1 HARDWOOD TREE INCHES REMOVED - 3 56 LJ GLOSSY LIGUSTRUM LIGUSTRUM JAPONICA 3 -GAL --- ERECT WOODEN OR EROSION18" NET TREE BARRICADE, 42' HT_ TOTAL 3:1 TREE INCHES REQUIRED - 106' FULL VEGETATIVE HEAD, I' - V 86 5PJ AROUND ENTIRE TREE DRIPLINE TOTAL 3:1 TREE INCHES PROTECTED - 318' 3 -GAL i -GAL 24'- 30' 12' - 14' 18' 8" FULL FULL DO NOT DISTURB GRADE MG 43 LC YELLOW LANTANA WITHIN DRIPLINE TOTAL PALM INCHES R1=MOVED - -(9' 8' - 10' 2 - 4 CANES, 5' CLEAR TRUNK DO NOT STORE MATERIALS TOTAL PALM INCHES RELOCATED - 139' DEBRIS, OR DISTURB SOIL WITHIN DRIPLINE OF TREE TOTAL PALM INCHES PROTECTED - 121' 4' SAUCER FOR WATERING, APPLY 2 X 4 FENCE POST, 6' O.C. I'Wo SF SOD 4' PINESTRAW MULCH W/ 1 X 4 RAILING, AS SHOWN! 16' x 24' NOTE, RECLWW DARRICADES ARE TO REMAN INTACT THpar4 ;uT ccMTFA=jCN TREE TO REMAIN PLANT MIX, TAMP AND WATER INTO EXi5TiNG TREE PROTECTION BARRICADE TREE TO BE REMOVED PLACE COMPACTED PLANT MiX NTS R ® PALM TO BE RELOCATED MULTI -TRUNK TREE PLsANTiNG DETAIL,_ NTS r QTY. KEY COMMON NAME BOTANICAL NAME SIZE HEIGHT SPREAD REMARKS 3 QV LIVE OAK QUERCUS VIRGINIANA 4'-4 1/2' CAL. 14' - 16' -11-51 FULL, STRAIGHT, MATCHING 8 WR WASHINGTONIA PALM WA5HINGTONIA RO5U5TA 14' CAL 26' OA -71 - 9' FULL, STRAIGHT, No BOOTS 6 CP CABBAGE PALM SABAL PALMETTOVARIES VARIES ±` - 9' RELOCATED ON-SITE AS SHOWN 2 CS CRINUM LILY CRINUM SPECIES 15 -GAL 301-301 30' FULL, SPECIMAN, 9 LEAF MIN_ 41 VO SWEET VIBURNUM VIBURNUM ODORATISSIUM 3 -GAL 24'- 30' IV FULL 56 LJ GLOSSY LIGUSTRUM LIGUSTRUM JAPONICA 3 -GAL 24' 16' FULL 86 5PJ BLUE PACIFIC JUNIPER MUHLY GRASS JUNIPERU5 CHINEN5I5 'BLUE PACIFIC MU1-ILEN5ERGiA CAPILLARIS 3 -GAL i -GAL 24'- 30' 12' - 14' 18' 8" FULL FULL 10 MG 43 LC YELLOW LANTANA LANTANA CAMARA i -GAL 8' - 10' 12' FULL ' I'Wo SF SOD BAHiA GRASS PA5PALUM NOTATUM 16' x 24' FRESH TIE FRONDS VERTICALLY, REMOVE FRUIT PODS REMOVE ALL CONSTRUCTION REMOVE 1/2 FRONDS, CLEAN-UP DEBRIS FROM PLANT BED PROVIDE POSITIVE DRAINAGE FROND BASES 3' PINESTRAW MULCH CABBAGE PALMS UNDER 16' CT UNIFORMLY CLED ANE -UP BOOT SCARS vaRiEs DO NOT NEED CABLING OR STAYS ON TRUNK PLANT AT LEVEL GRADE I, It3n i iiw mm►.w « - C3) 3/8' STEEL CABLE W/ H05E WRAP TURNBUCKLE AND MOI - E SPECIFIED PLANT MIX ANCHOR, 4' DEPTH e 120= SPREAD ROTO-TiLLED INTO SOIL 4' HIGH SAUCER W/ 4' PINESTRAW MULCH EXISTING TOPSOIL FREE OF LIMEROCK AND DEBRIS RAISED GRADE WHERE POSSIBLE ,.� GR'OUNDCOVER PLANTING DETAIL_ FLAGGIr CONTRACTOR TO BE AWARE OF POSSIBLE UTILITIES iN AREA CALL FOR LOCATES BEFORE DIGGING TREE PL-ANTiNG DETACL` NTS BACKFILL MIX AS SPECIFIED. TAMP AND WATER INTO PLACE SET ROOTBALL ON UNDISTURBED SOIL. CONTRACTOR TO BE AWARE MIN. 30' ROOTBALL DIAMETER. OF POSSIBLE UTILITIES IN AREA CALL FOR LOCATES BEFORE DIGGING CENTRAL LEADER IIS PAL tl PL ANTING DETAIL. NTS FULL CANOPY WITH STRAIGHT TRUNK REMOVE ALL CONSTRUCTION FOR TREES 2'+ CALIBER DEBRIS FROM PLANT BED STAKE TREE W/ 12 GA. WIREAND PROVIDE POSITIVE DRAINAGE 405E 120 AROUND TREE WiTH , '.T. WOOD,2 X 4 STAKES • PLANT AT LEVEL GRADE 1•' PINESTRAW MULCH 3' PINESTRAW MULCH :ARTHEN D15H TO HOLD WATER TAMP AND WATER IN +15T'ALL PLANT AT LEVEL GRADE THOROUGHLY TO REMOVEAIR POCKETS ''.;�•= fi..�}~ SPECIFIED PLANT MIX SPECIFIED PLANT MiX ROTO -TILLED INTO SOiL TAMP AND WATER iN TO REMOVE AIRPOCKETS / EXISTING TOPSOIL FREE OF LIMEROCK AND DEBRIS ILIMEROOCK ANDPSOIL DEBRIS OJ' HRUB PL-ANTiNG DETAIL_ NTS NTS EUTHEN i C& STUD 10 LAND ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN 904 246 6 219 904 241 6382 fax ke I Im oreecomca st.net FLORIDA REG. NO.1160 GEORSIA RECs. NO. 668 SEAL C� LL � U O Q � >IJA -1o o1-3 v z� W Z � U :ET TITLE PLANTING DETAILS TREE MITIGATION TABLES DATE 155UED JUNE 11, 2014 REVISIONS SCALE 1 " 20' NORTH SHEET L= 3 OF CODE SUMMARY PROJECT DESCRIPTI❑N NEW GREENHOUSE AND PRODUCE PROCESSING AREA, APPLICABLE BUILDING CODES 2010 FLORIDA BUILDING CODE 2010 FLORIDA MECHANICAL CODE 2010 FLORIDA PLUMBIMG CODE 2010 FLORIDA FIRE PREVENTION CODE (2009 NFPA 1 & NFPA 101 LIFE SAFETY CODE) 2008 NATIONAL ELECTRICAL CODE FLORIDA BUILDING CODE, BUILDING OCCUPANCY: GROUP F-3 — SPECIAL PURPOSE GREENHOUSE AND PRODUCE PROCESSING AREA. AREA OF PROPOSED CONSTRUCTION: FIRST FLOOR = 8316 SQ. FT. TOTAL BUILDING AREA = 8316 SQ. FT. CONSTRUCTION TYPE V(B), UNPROTECTED, UNSPRINKLERED. BUSINESS (100 GROSS) 1512 SF / 100 = 16 AGRICULTURAL BUILDING (300 GROSS) 6804 SF / 300 = 23 TOTAL OCCUPANTS = 39 EGRESS WIDTH, FIRST FLOOR: 39 X 0.20 = 7.8" REQUIRED. 252" PROVIDED. FIVE EXITS ARE PROVIDED INTERIOR FINISHES: UNSPRINKLERED BUILDING EXITS AND EXIT PASSAGEWAYS: CLASS A CORRIDORS: CLASS B ROOMS AND ENCLOSED AREAS: CLASS C ATLANTIC BURBAN FARM 11-75 ATLANTIC BLVD. ATLANTIC FLORIDA FIRE PREVENTION CODE, CHAPTER 40 — SPECIAL PURPOSE INDUSTRIAL OCCUPANCY GREENHOUSE AND PRODUCE PROCESSING AREA PORTABLE FIRE EXTINGUISHER (LS 9.7.4): PER NFPA 10 "STANDARD FOR PORTABLE FIRE EXTINGUISHERS". SEE PLAN FOR LOCATIONS PLUMBING REQUIREMENTS PER CHAPTER 4, FBC, PLUMBING FACTORY AND INDUSTRIAL OCCUPANCY WATER CLOSETS: 1 PER 100 OCCUR 1 REQUIRED, 2 PROVIDED LAVATORIES: 1 PER 100 OCCUR 1 REQUIRED, 2 PROVIDED. TACTILE SIGNAGE REQUIREMENTS: PROVIDE HANDICAPPED ACCESSIBLE IDENTIFICATION/TACTILE SIGNAGE AT ALL DOORS WITH EXIT SIGNS AND RESTROOMS IN COMPLIANCE WITH FBC 11-4.12 (7), FBC 11-4.30.4 do NFPA 101-7.10.13. SIGNAGE AT EXIT DOORS SHALL BE MOUNTED 60" AFF ON THE LATCH SIDE. SIGNAGE AT STOREFRONT DOORS AND FRAMING SHALL NOT EXCEED THE WIDTH OF THE DOOR STILE OR FRAMING MEMBER. PROVIDE LIGHT GAUGE TRUSS—TYPE CONSTRUCTION SIGNAGE PER FAC 69A-60.0081 PER EXAMPLE BELOW � N 1 FLORIDA 32233 DRAWING INDEX DWG NO D SCRIPTION C-1 COVER SHEE Z� A-1 FLOOR PLAN A-2 ELEVATIONS D BUILDING SECTIONS A-3 CEILING PLAN kND SCHEDULES A-4 ROOF DRAIN F LAN A-5 ELECTRICAL AN A-6.1 GROWING PO LAYOUT PLAN A-6.2 WATER DISTR BUTION PLAN A-6.3 ELECTRICAL AN A-6.4 LIGHTING PLA C) M-1 MECHANICAL LAN LL N FBI H W W 2 W 0 U r7)177X/I OInn IO '? 9 •cOTT ERASER . F- •� : • ?.0 3 °�' J�IyV A DATE 11-28-14 JOB NUMBER 3/16" 3/16" = V-0" DRAWING NUMBER C-1 Z� W �--' m �L00r,- a p ^ (.0� 04 C) i OLp LL N E J U 0 L Wmm — LL 0 WL;; (3)��L) -100 ® � Q N N U j I- Z =O U)c N Cl)U�a 0� W <L - FBI H W W 2 W 0 U r7)177X/I OInn IO '? 9 •cOTT ERASER . F- •� : • ?.0 3 °�' J�IyV A DATE 11-28-14 JOB NUMBER 3/16" 3/16" = V-0" DRAWING NUMBER C-1 9— a— A A-2 1 HR RATED WALL TO COMPLY WITH UL DESIGN U419 I 5'-9" 5'_4$" 12'-58" 34'_0" 4'_0" 5'-5" 32'-0" 32'-0" REVERSE ❑SM❑SIS I CONC. CURB ELEV 9.75', TYP. CONC. CURB ELEV 9.75', TYP. FILTER FFE = 9.75' 000 ELEV 9 42' ELEV 9 42' &c 0% �N � FO CONC. CURB ELEV 9.75', TY I ao CD I (1 I I I RIR ELECT. I PNL. BOILER/MECH.' I 1 ' ' .1I a I O2 03 ELECT. 01 PNL. 01 I I ri � I I cu I O O 1 RADIANT FLOOR PIPES MOUNTED I I Y�O36" AFF EBE CE SYSTEM MOUNTED ON GREENHOUSE CID)INTERIORINTERIOR FE II 'REF. _3i" I � I Ila 1 I Ir— I ELEV 9.75' I I I I I I I TRENCH DRAIN DEW ELEV 9.42' 04 III I O� SLOPE SLAB 1% o SLOPE SLAB 1% ELEV 9.75' o I CONC. CURB ELEV 9.75', T`r I I 00 I o SLOPE SLAB 10/_ I ° PE SLAB -10/ SLOPE SLAB 10/ a L_ J SLOPE SLAB 1 /o o SLOPE SLAB 1% SLOPE SLAB 1 /o I SLO o ° SLOPE SLAB 1% I I IBREAK AREA m WORK AREA I I I I I ( I I I ( I I !SLOPE I I I I I I I I I I I SLAB I 04 I METAL WALL 1% PANELS, TYP. FFE = 9.75' 16" DIA. CONC. I o PIER, TYP. I ELEV 9.75' I I I � U L----- 14'-92" 7'-7g" I Q O I ----------------� F------ I I SLOPE SLAB 1% I I � 0� I I X U U) a I cl) - c9 6, 06 I m I HI -LO �� Q$ 1 I X OLU- DRINKING FOUNTAIN � 1 I � U_ �o a L ® I I I —`'' ICU OFFICE A-2 HAND I SINK UTILITY INK — -- -- -- -- -- — 1 1 U n, `D 1 05 09 FE EYE a) 1 I I 1 16" DIA. CONC. I o PIER, TYP. ELEV 9.75' I R/R ' I I � r----- -- --- ------� L----- SIN I 07 07 I � I F1 II O I ----------------� F------ I I SLOPE SLAB 1% I SLOPE SLAB 1% STORAGE ' Oa 06 I I U) a I cl) ELEV 9.75' c9 6, I OFFICE 09 I m co HI -LO �� Q$ 1 � o � OLU- DRINKING FOUNTAIN � 1 I � U_ �o m/�1 L ® I —70 A-2 HAND I SINK UTILITY INK — -- -- -- -- -- — 1 1 U n, WORK AREA I 1 O 09 FE EYE a) I WASH °' 1 FFE = 9.75' STATION I I I I 13 1 I I 1 16" DIA. CONC. PIER, TYP. ELEV 9.75' r----- -- --- ------� L----- L-----------� F1 II -----------� I ----------------� F------ -----------� SLOPE SLAB 1% I SLOPE SLAB 1% � L II r-----T-----------� II I I ELEV 9.75' c9 6, I I TRENCH DRAIN I I I 1 I I ELEV 9.42' I I I I I 1 I Q I I I I I I I I 16" DIA. CONC. 1 I 1 16" DIA. CONC. 1 PIER, TYP. PIER, TYP. ELEV 9.75' ELEV 9.75' I I I I I I I I REEN HOUSE I I I I I I I b I I I I I I I SLOPE SLAB 1% o I o o I SLOPE SLAB 1%! ° TRENCH DRAIN 1 I I SLOPE SLAB 1% 1 SLOPE SLAB 1% I SLOPE SLAB 1 /o I I S SLOPE SLAB 1 /o I ELEV 9.42 TRENCH DRAIN I IELEV 9.75' I SLOPE SLAB 1% I I I I I I 3 t I SLOPE SLAB ELEV 9.42' I I I I I I I 1 ELEV 9.42' I I I I I I I 4 4'-0" I I o I I I I FIRE EXTINGUISHER, TYP. I _T 1 '\ I (1J I I I c I o i 1 FFFE E = 9.75' I 1 ELEV 9.60' AT DOOR FE 15 1 I I I I I ELEV 9.60' AT DOOR -LEV 9.42 � 11 12 ;(FE) CONC. CURB ELEV 9.75', TYP. CONC. CURB ELEV 9.75', TYP. L 7" 7" 12'-0" (TYP, SIDEWALL POST SPACING) 24'-0" 108'-0" (2) BAYS @ 12'-0" (A -FRAME) (9) BAYS @ 12'-0" (GOTHIC POLY ARCH) 132'-0" (11) BAYS @ 12'-0" Al A2 1 2 3 4 5 6 7 FLOOR PLAN 3/16" = 1'-0" CONC. CURB ELEV 9.75', TN CONC. CURB ELEV 9.75', TY REVISIONS SCALE 3/16" = 1'-0" DRAWING NUMBER A-1 I Z� W L aor` om0 Om N c9 6, co OLU- NE c) �o L —70 LL- U n, M M4' O L > a) U °' a) Zrn ADU) o6 o NIz CnUT_0- W L 0 REVISIONS SCALE 3/16" = 1'-0" DRAWING NUMBER A-1 I 36" X 60" INLET PERS 1 -HOUR F GYP. BE @ 9'' BOILER F U GLASS VISTAWALL DOOR U a A i -U rULL U GLASS VISTAWALL DOOR NORTH ELEVATION 3/16" = 1'-0" BUILDING SECTION - A 3/16" = 1'-0" 3RONZE CORRUGATED METAL ROOF 'ANEL 'wl' ROLLED INSULATION WHITE CORRUGATED METAL GABLE PANEL `wl' ROLLED INSULATION TO EXTEND TO CONCRETE PAD FORMED ALUMINUM NOTCH AND CAULK TTER) 'ANELS, TYP. 3YP. BD. NISH P. BD. WALL ISH TYP. _OW CEILING. Sc Oat � BUILDING SECTION - B 3/16" = 1'-0" X 60" INLET ETERS TALL EVAPORATIVE NG PAD SYSTEM D STT �F�9Pr D S TT FRASER •: A - 99 DATE 11-28-14 JOB NUMBER SCALE 3/16" = 1'-0" DRAWING NUMBER A-2 _jj � a Z um z z 0 a I== m U � W Z 06 a z w p L- 00 r, a c:), N 6, � Q J J Cy7 � O REVISIONS N E J p U �� L Wx� W p ��U) 70 i... (y) U JL9 -0 a: Z VJ �rn o (L)U) c 00 r 0= W Q D STT �F�9Pr D S TT FRASER •: A - 99 DATE 11-28-14 JOB NUMBER SCALE 3/16" = 1'-0" DRAWING NUMBER A-2 _jj � a � um z z 0 a I== m U � W Z 06 a z w p m � ~ W Q J J W H a REVISIONS D STT �F�9Pr D S TT FRASER •: A - 99 DATE 11-28-14 JOB NUMBER SCALE 3/16" = 1'-0" DRAWING NUMBER A-2 _jj � D 0 0 R S C H E D U L E DOOR SIZE ROOM TITLE MATERIAL JAMB HARDWARE REMARKS 01 3'-6" X 7'-0" HOLLOW METAL METAL LEVER LOCK 45 MINUTE RATED 02 3'-0" X 7'-0" S.C. WOOD METAL LEVER LOCK 4 PANEL DOOR 03 3'-0" X 7'-0" S.C. WOOD METAL PRIVACY 4 PANEL DOOR 04 6'-0" X 7'-0" STOREFRONT ALUM PANIC L- 05 OFFICE 05 3'-0" X 7'-0" S.C. WOOD METAL PASSAGE 4 PANEL DOOR 06 3'-0" X 7'-0" S.C. WOOD METAL LOCK SET 4 PANEL DOOR 07 3'-0" X 7'-0" S.C. WOOD METAL PRIVACY 4 PANEL DOOR 08 3'-O" X 7'-0" S.C. WOOD METAL LOCK SET 4 PANEL DOOR 09 3'-0" X 7'-0" S.C. WOOD METAL LOCK SET 4 PANEL DOOR 10 6'-0" X 7'-0" STOREFRONT ALUM PANIC 11 8'-0" X 10'-0" METAL METAL BY MANUF ROLL -UP DOOR 12 3'-0" X 7'-0" STOREFRONT ALUM DEAD BOLT 13 6'-0" X 7'-0" STOREFRONT ALUM DEAD BOLT 14 3'-6" X 7'-0" HOLLOW METAL METAL PANIC 15 3'-6" X 7'-0" HOLLOW METAL METAL PANIC NOTE: ALL DOOR HARDWARE TO BE LEVER ACTIVATED UNLESS NO -FED OTHERWISE. R 0 0 M F I N I S H S C H E D U L E ROOM7 ROOM TITLE I FLOOR BASE WALLS CEILING REMARKS Z p a W � 01 BOILER & MECHANICAL CONC VINYL PAINTED GYP. BD. PAINTED GYP. BD. z 02 PRIVATE RESTROOM VCT VINYL PAINTED GYP. BD. 2X2 SUSP. ACOUST. ti 03 STORAGE VCT VINYL PAINTED GYP. BD. 2X2 SUSP. ACOUST. V 04 WORK AREA VCT VINYL PAINTED GYP. BD. 2X2 SUSP. ACOUST. L- 05 OFFICE CPT VINYL PAINTED GYP. BD. 2X2 SUSP. ACOUST. L 06 STORAGE VCT VINYL PAINTED GYP. BD. 2X2 SUSP. ACOUST. 07 RESTROOM - ACCESSIBLE VCT VINYL PAINTED GYP. BD. PAINTED GYP. BD. M Mw r 08 OFFICE CPT VINYL PAINTED GYP. BD. PAINTED GYP. BD. 09 WORK AREA VCT VINYL PAINTED GYP. BD. 2X2 SUSP. ACOUST. 4- 110 IGREEN HOUSE CONC N/A N/A N/A 00 WL EXHAUST FAN, TYP. 2X4 FLUOR. LTG. FIXTURE, TYP. CLG. @ 9' AF F 6" RECESSED LTG. FIXTURE, TYP. COMBINATION EXIT SIGN & EMERG. LTG. FIXTURE COMBINATION EXIT SIGN & EMERG. LTG. FIXTURE I III @ 12' AFF I iii US sloblim mimmim Mo mlimiml kqqmll CLG. @ 12' AIRF I I I I I\ I'l REFLECTED CEILING PLAN 3/16" = 1'-O" GYP. BD. CLG., TYP. 2X4 ACOUST. CLG., TYP. 2X4 FLUOR. LTG. FIXTURE, TYP. gyp . V P,;_ ER ' SCOTT F �R ; 99 DATE 11-28-14 JOB NUMBER SCALE 3/16" = 1'-0" DRAWING NUMBER �_ A-3 _j a Z� LL J Z p a W � W -�-� z its v a z W Q J m a L 00 ti Z Q O(C) N W H V a M � 0_j L- N l E J O m L W��m� >_��0 W M Mw r OU ® � 0 N ti � 0) 4- o) � } 0 (n N c 00 WL a ER ' SCOTT F �R ; 99 DATE 11-28-14 JOB NUMBER SCALE 3/16" = 1'-0" DRAWING NUMBER �_ A-3 _j a W LL J Z p a W � v z its v a z W Q J m a U � F- Z Q J EIIIIIIIIIIIIIIIIII J W H V a ER ' SCOTT F �R ; 99 DATE 11-28-14 JOB NUMBER SCALE 3/16" = 1'-0" DRAWING NUMBER �_ A-3 _j CO R/R STOR. 02 03 I BOILER/ME 1-1I I FOGGING SYSTEM I � I D/W BREA kH IWORK AREA ARE 04 I I OFFICES 05 I Im STORAGE 06 OFFI 08 WORK AREA 09 TO STORM DRAINAGE PLUMBING PLAN 3/16" = l'-0" I I � I REF. I I I 1 1 I I I I I I I I I I I 2 4'X4' DS_DS DOWNSPOUTS - - - I � I I I I I ( -- I I 1 I I I I I 2 4'X4' DOWNSPOUTS DS I I I I I I I 8" PVC D.S. I I I DRAIN, I I I I I I TYP. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I -- -- - - - - - - DS - - - - - - - - - - - - - - - - I I I I I I I 8" PVC D.S. REEN HOUSE DRAIN, TYP. I 10 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CAP DRAIN PIPE, TYP, CONC. SLAB/FOUNDATION 8" PVC DOWNSPOUT DRAIN, TYP. NOTE: PROVIDE 2X4 MARKER AT EACH CAPPED DRAIN LINE ABOVE GRADE — — — — — FOR IDENTIFICATION OF LOCATION TYPICAL DOWNSPOUT COLLECTOR 1/2" = 1 '-0" CO DS TO CIVIL 8" PVC D.S DRAIN, TYP. REVISIONS ER DATE 11-28-14 JOB NUMBER SCALE 3/16" = 1'-0" DRAWING NUMBER A-4 i Z� W -�—� ca 00r-- o(D(c) Co 04 Co OLLLNE O40 U foo VJ L W��co U) cu _ 0 LL W ^, M O � Q L � ;M Q N � U°'L9 - N a) z�4-o� oa) U) c: t/) U 0 °" WL Q 0 REVISIONS ER DATE 11-28-14 JOB NUMBER SCALE 3/16" = 1'-0" DRAWING NUMBER A-4 i D. S. O O n 00 co co R/R STOR. CONTROL BOILER/MECH. CD 02 GF] 03EN QD 01 I ro 0 0 G FE II R ' II I Ito o GFI II - O A I IIL J BREAK WORK AREA AREA 0 04 0 OFFICE ' 0 I D.S. 05 00 Lo �o Lo �o nn O O Io D. S. STORAGE 06 J 1" GABLE POST OFFSET @ A-FRAI GABLE ONLY -8X10- ELECTRICAL PLAN 3/16" = V-0" EQUIPMENT SCHEDULE 1. D. # TYPE QTY ROOF VENT MOTORS (DIRECT DRIVE): O�PASSAGE RIDDER RW242 MOTOR 4 - 220V, 1 PH, 2.00 AMPS, 0.3OkW 0.41 HP 8'-0" X 10'-0" INSULATED STEEL OVERHEAD W 0 8X10 DOOR 'wl' STANDARD ROLL UP TRACK 1 RATED PASSAGE DOOR (RHR) `wl' LEVER 6'-0" X 7'-0" VISTAWALL FULL GLASS DOUBLE -Q LOCK SET, STRIKE PLATE, HARDWARE, & ENTRY DOOR (LHR/HLSO) 'wl` HARDWARE, 3660 CLOSURE CLOSURE, PUSH BAR, & THRESHOLD (PANIC 3 4" DOWNSPOUTS - (4) PER RUN OF GUTTER HARDWARE NOT INCLUDED) n-�- 16" HORIZONTAL AIR FLOW FAN 6'-0" X 7'-0" VISTAWALL FULL GLASS DOUBLE �- - 115V, 1 PH, 0.9 AMPS, 0.06kW '1115' HP ENTRY DOOR (LHR/HLSO) 'wl' HARDWARE, 1 O CLOSURE, PUSH BAR, THRESHOLD, PANIC d [1 PI -A2] HARDWARE, & EXIT LIGHT ABOVE DOOR � N - 115v, 1 PH, 1.16 AMPS, 0.06 Kw 3'-0" X 7'-0" VISTAWALL FULL GLASS SINGLE O U JOHNSON MODEL 1332 CO2 GENERATOR ENTRY DOOR (LHR/HLSO) 'wl' HARDWARE, 0 L O\ CLOSURE, PUSH BAR, & THRESHOLD (PANIC 1 � HARDWARE NOT INCLUDED) m R/R 07 I � ' OFFICE I 0 08 I � Full I LO 11011 1� I w WORK AREA 09 (00 FE I O di I I I � O_ SOq/v oats. ilE�, - T - - - - - - - - -----_-- - - - - - - - - - - - - - D. S. 3 I I I `I 52 I I I I I m I I I I I I I I I I I I I I I I I I I I 52 I I I I I I Q F IF I I I 5 H GH X 10' WIDE I I I I I I VISICN WINDOW i - - - - - - - - - - - - - - D.S. - - - - - - - - - - - - - D.S. - - - - r-----------------� I I I I I REEN HOUSE IL---- --- ---- -------J --------------- I I F I I I I r F lI I I _ I01 - � ------ II I I I I I I I 52 ----------- 5' HIGH X 5' WIDE VISION WINDOW ----- ---------- 0 I -----------_-- li ' ---- I I 1 I I I 52 1 EYE WASH I STATION I I I If L----, -�----------- I I I II I I 4 F LU I I I I I I I I I I { L(IJZ51NU INERASAL TBOCK A I GRAY TY FEEDSUM FE- - - - - - - - - - - - - - - - - - - O -- - - - - - - D. S. a EQUIPMENT SCHEDULE 1. D. # TYPE QTY 3'-6" X 7'-0" CECO STEEL INSULATED O�PASSAGE DOOR (RHR) `wl' LEVER LOCK SET, 2 STRIKE PLATE, HARDWARE, CLOSURE, PANIC HARDWARE, & EXIT LIGHT ABOVE DOOR W l� 3'-6" X 7'-0" CECO STEEL INSULATED 1 HOUR 4 O�FIRE RATED PASSAGE DOOR (RHR) `wl' LEVER 1 -Q LOCK SET, STRIKE PLATE, HARDWARE, & 24 3660 CLOSURE a0ti D. S. 4" DOWNSPOUTS - (4) PER RUN OF GUTTER 12 n-�- 16" HORIZONTAL AIR FLOW FAN 1 �- - 115V, 1 PH, 0.9 AMPS, 0.06kW '1115' HP 8 INFLATION KIT [1P1 -A1] 'wl' OUTSIDE AIR KIT d [1 PI -A2] 3 � N - 115v, 1 PH, 1.16 AMPS, 0.06 Kw J O U JOHNSON MODEL 1332 CO2 GENERATOR M o V/ 0 L `wl` SAFETY VALVE & GAS PRESSURE GAUGE` 2 EQUIPMENT SCHEDULE 1. D. # TYPE QTY 4'-0" HIGH X 63'-0" LG. EVAPORATIVE ® COOLING PAD SYSTEM 'wl' 6" THICK PADS 1 - PUMP: 220V, 1 PH, 3.00 AMPS, `314' HP 52" POLYURETHANE FUNNEL FLOW EXHAUST W l� FAN `wl` 52" MOTORIZED INLET SHUTTER 4 52 - 220V, 1 PH, 5.00 AMPS, 1 HP ca -Q 36" X 60" MOTORIZED INLET SHUTTER 24 3660 - 115V, 1 PH a0ti WADSWORTH VERISTEP CONTROLLER C❑NTR❑L (FIELD VERIFY LOCATION) 1 HB1 IE -399 BOILER (FIELD VERIFY LOCATION) 1 - 115V, 1 PH, 12.00 AMPS FC1 HIGH PRESSURE FOGGING COMPRESSOR 1 � N - 220V, 1 PH J **NOTESAW 1. ALL DIMENSI❑NS CENTERLINE OF POST TO CENTERLINE OF POST UNLESS NOTED OTHERWISE. 2. THIS DRAWING IS ROUGH BROS. REFERENCE ONLY, THIS DRAWING DOES NOT INCLUDE ALL EQUIPMENT, 3. FIELD CREW TO VERIFY ALL EQUIPMENT L❑CATI❑NS w/ OWNER PRIOR TO INSTALLATION 4. ALL ELECTRICAL WIRING OF ANY KIND, INCLUDING ROUGH -IN, HARD WIRING EQUIPMENT, LOW VOLTAGE WIRING, WIRING ENVIRONMENTAL CONTROLLERS, MOTORS, HEATERS, AND FANS TO BE PERFORMED BY AN OWNER HIRED ELECTRICIAN, ROUGH BROTHERS DOES NO WIRING OF ANY KIND. ROUGH BROTHERS WILL ASSIST THE OWNER HIRED ELECTRICIAN IN THE SETTING OF VENT MOTOR LIMITS WHILE THE ROUGH BROTHERS CREW IS ONSITE, GRADE H 300A. 10 240V SERVICE METER 0c ATS 300A, SER ICE RATED 3R AUTOMATIa TRANSFER SWITCH 25 Kip/ GENERATOR ELECTRICAL RISER DIAGRAM 300A, I I 100A. M.L.❑ M.L.❑ A - 3" PVC W/ 3-500 MCM AL TO JEA SERVICE C❑NNECTI❑N BOX B - 3" PVC SPARE CONDUIT TO JEA SCB C - 3" PVC W/ 3-350 MCM CU AND 1#2 CU D - 3" PVC W/ 3-350 MCM CU AND 1#2 CU E - 1-1/2" W/ 3#2 CU AND 1#8 F - #2 CU GROUND TO REBAR IN SLAB AND METAL BUILDING G - 1-1/2" W/ 3#2 CU AND 1#8 NOT TO SCALE LEGEND 16 2 TUBE OUTDOOR FLUORESCENT LIGHTS ZONE 1 16 2 TUBE OUTDOOR IFLUORESCENT LIGHTS ZONE 2 REVISIONS SCALE 3/16" = 1'-0" DRAWING NUMBER A-5 _j Z� W ca L a0ti ®� o N � � ® L J � N E J O U �; M o V/ 0 L W � � co m LL W W � M ;� O L > CV � U J N Z O O - cl)c) N CLCL W s' Q REVISIONS SCALE 3/16" = 1'-0" DRAWING NUMBER A-5 _j 04 5'-9" 5'-48" 12'-58" 34'-0" 4'-0" 5'-5" 32'-0" 32'-0" CO , 2 4•X4• DOWNSPOUTS DS DS DS — — — — — — — — — — - 000 f -11 R/R STOR. BOILER/ME .' I ) 1 o I I I I N I UO I cFi ❑ OZ , 03 01 I I) C)CO) I 8 PVC D.S. I I I(�) �2) (9)(?) If DRAIN M Iti I I I I I I II I I I , O O I TYP. FGGGING SYSTEM 0 FE I 03 'REF. \ IIvllv —3z" I I l o o cFi I I I I I I I I I —10U I Ilr�I I I I I I I I I I ISD/W I FO -61 c� I IL BRE K Oo AR WORK AREA I I) I I I -I(U I I 11'—Oz" 14'-91" 71-7 " 05 I) , 06 I I I I I I I I —� s I I I I I ICUI OFFICE I c'' 2 4'X4' �,O qp — o — — DS_DS DOWNSPOUTS — — - — — — — — — — — DS — — — — — — — — — dt ---------------- ICU FUR I I I 8" PVC D.S. IGREEN HOUSE I I I m DRAIN I I I -SKU I 07 07 I I L------1 — /TYP. --J 1 10 I I I I I I M— — — ism CD r----- I-----------� I I I I I STORAGE 0s I I I �r } 06 I I � L -----1----------J I I I I I I I I I I J $ OFFI E 08CID I I I � I I I I I —ICU ® F f — — — — — — — — — — ---------- I ' � J r 10D I I I T II WORK AREA I I r -----T----------, I I I I I I I O9 I FE fI 4--0" I I 13 .. I � I cuI I I �� ICU 2 4X4 I I I I I I � DOWNSPOUTS I I I I I I FE 11 �12 I Ds DS FE 14 15 DS I I L 7" TO STORM DRAINAGE 12'-0" (TYP, SIDEWALL POST SPACING) 24'-0" 108'-0" (2) BAYS @ 12'-0" (A—FRAME) (9) BAYS @ 12'-0" (GOTHIC POLY ARCH) 132'-0" (11) BAYS @ 12'-0" Al A2 1 2 3 4 5 6 7 GROWING POD LAYOUT PLAN 3/16" = 1'-0" CO i TO CIVIL 8" PVC D.S DRAIN, TYP. SCALE 3/16" = 1'-0" DRAWING NUMBER A-6. 1 ____j Zp W ca 00r,- p(0(0 O CV OL p LL N J W��cLL m >c') WL;;� W � 0 U Q � 0 N � _Jo� Z p }� oN U) c 0 WL 0 SCALE 3/16" = 1'-0" DRAWING NUMBER A-6. 1 ____j MINERAL WATER SWEET i -0 /-7# R/R STOR. BOILER/MECH. [02 GFI =003 Oil EH FOGGING SYSTEM 03 0 FE I) REF GFI :04q I Iwwj Fo—c I IL __j BREAK LOC AREA WORK AREA L F I" INCO 47 T�ING IFRESH WATER —\ SUPPLY FO� GREENHOUSE 14" STUB I UP SHALL BE CAPPED I 05 t� T j_V _j_ I" INCOMING FRESH WATER SUPPLY m, H., v WA'_[R FOR GREENHOUSE WITH HOSE SPIGOT p, a I A V W T - -ICU E EDI pC' A D D "JB S (o 0 0 0 0 0 0 0 0 0 0 0 0 o o o dl A u ti—ICLj E R F r J_ �k z J /11, Tl? E–) , D Ui0i F, �.ra I � ) � � , ava � ova , � � , � ava 0.,a , 0.,a e.,a , 0.,a � ava , 0.a 0.ra � , � j I J. R TIcv F f7 -i (y) I HED ( 1. 1p 0=6 R w A m T, I I — —10,J m AIFIF B OFFICE I I R/R 0=7 1 STORAGE CC8 [N] OFFICE Cc G9) L -10 I WWW WORK AREA I09 FE 13 11 12 A= -[--4'-7---j 1" INCOMING FRES k* WATER—/ SUPPLY FOR GREENHOUSE 14' STUB UP SHALL BE CAPPED 1// LIUTWINU YINERAL WATER 14// STUB UP SHALL BE COPPED WATER DISTRIBUTION -PLAN 3/16" = V-0" oD 0 0 0 0 0 — — — — --- — — — — — — — W EN HOUSE -ICU I m B F- __4cLj c-, IB U - — --- — — — — — — — I 4 — --- — — — — — — — < y w T"' t ----------- I d ,1w4 I -E PE�) u B p mSICU L----- - — -- — — — — — — — F- - - - - T - --- - - - - - - - -ICU I EE-1clir m _N --- — — — — — — T R,4 --s, 5,,,/ . 5 1 1 T N E L WATER SPILIT i_7 —ICU Y) UB 1 4V_ L P D ----------- I 1 I I _ I , (NJ INERA INERA W z_" \/j ST K /f6D GA Ln S K w —1(j e� A 00 GRAVITY L 15 GA f3 B 4 w. # ci Fl) -21# 2 4W @ 1 INCOMING FRESH WATER SUPPLY INCOMING FRESH WATER SUPPLY OR GREENHOUSE WITH HOSE SPIGOT FOR GREENHOUSE WITH HOSE SPIGOT INERAL WATER SPIELIT // OUTGOING GRAVITY WATER FEED LEGEND: 14" STUB UP SHALL BE CAPPED 1" UNDERGROUND MINERAL WATER LINE 2" UNDERGROUND GRAV14ITY WATER LINIE" TO BE PAINTED ORANGE, P. 41 5 FRESH WATER SPIGOT TO BE PAINTED BLUE. 41 3 MINERAL WATER SPIGOT 4 10 GRAVITY WATER FEED Fm z LL Z z z 0 FM x m W Nco L. 00 a (m) 0 (c) C) Lu Z Fm cy) 0 "o c' E 'REVISIONS 64 C) o) 0 wc: >, cu a) -0 _0 LL > 0 O � Q CV � U c) a) Z Al cy) o a) c: 00 (14 0'' U J 0 SCALE 3/16" = 1'-0" DRAWING NUMBER z LL z z 0 FM x m W Nco a (m) w FM Lu Z Fm Fm 'REVISIONS SCALE 3/16" = 1'-0" DRAWING NUMBER GFI 0 0 FOGGING SYSTEM 3 I 03 FE II (I iio 0 II ' I I iw—' 04 I IILJ I II I 24 VOLT S❑LE,N❑ID VALVE ZONE 6 � I 06 REF GFI Foo'c TWO 20 AMP—'I U 1 DUPLEX OUTLETS TO BE POWERED BY 24 HOUR INTERMATIC TIMER LOCATED 07 ON WALL NEARBY AND TO BE SOURCED LOCALLY I os I I db 09 I � I I O 10 I I TWO 20 AMP I DUPIEX OUTLETS TO BE POWERED BY 24 HOUR FE INTERMATIC TI I ER LOCATED ON WALL NEARBY AND TO BE SOUR ED LOCALLY 13 I I cID 12 C'_-CTRICAL CUTLET F❑R LRKLIFT CHAR -I\P 20 AMP QUAD ❑U1 LCT AT -1 ACH T❑ INSIDE ❑F GH PAIS �- ELECTRICAL PLAN 3/16" = 1'-0" 20 AMP QUAD ❑UTI_ -_T 20 AMP QJAD ❑JT'_ET ATTACH TC INSIDE ❑F GH PEST ATTACH T❑ INSIDE ❑F GH PEST 0 )1 uo 01 I I I TW❑ 20 AMP DJ LCA ❑UTLFTS I I -I Z❑NE 51I I I Ti\E I FACING i\❑RT AMID ❑NF FA INC- S'❑UTH I 1 m 0 0 0 0 0 0 0 0 0 0� —ICU m i i I I F-1NIiT Ar- TWIT INITTTI I IA NIT TIT E_ r'TN F IC I-II IT O 00 �00 0000000 � BE 0000000 LLC. 000 0000000 4 —TIMER SHALL HAVE 8 ZONES. ONLY 6 Z❑NE 4, � � O OOC�JOO REQUIRED, 2 SPARE WILL BE TWIE 2� SMP v � ❑iuK FA: ING ��uRTH 00 O 00 PL4X EUTLETS ��Nll ENEF O I I - CI��G �S❑UTII �' 00 J 0000000 FROM TIMER WILL RE 000 000 0000000 , ACTIVATE THE F❑LL❑ ING 20 AMP CIRCUITS AS LABELED, —ZONE 6 WILL BE STRICTLY A LOW V❑ TAGS WIRE RUNNING DIRECTLY TO THE WATER ACTUATED I I ---------- -------� I E ----- ENCH-------� I -I I\LJAUaI Tom----- L— ---ENi ------ —� R❑ AGATI❑N —JEINCH-------� I I PRO AGATI❑N L----- BENCH ---� I PRO AGATION — L-----�ENCH-------J rt I I I INERALCINRASTUCKCK A,C I 65 GA 5R TY ENT FACING NCRITIH VV F-1 I Ll I I I L_ I m- H NAND ❑NC EJCINC LUTH M Z ❑3 E - - �TW� 20 AMP D PL'�X CIUTLETS DN ❑ FACING N❑'R H AND ENE E CING IS❑UTH �Icu m I I fn O OO � O 00 O 00 6� BE O. LLC. 000 000 0000000 4 —TIMER SHALL HAVE 8 ZONES. ONLY 6 �TW� 20 AMP D PL'�X CIUTLETS DN ❑ FACING N❑'R H AND ENE E CING IS❑UTH �Icu m I I fn O OO � O 00 O 00 6� BE O. LLC. 000 000 0000000 4 —TIMER SHALL HAVE 8 ZONES. ONLY 6 ZONE 21 REQUIRED, 2 SPARE WILL BE TW❑ 20 qMP D � ❑N� �F,cIN� N��Ti�t�ND PL X ❑UTLET EINE F cIN� LIUTH � m J EACH ZONE (1-5) FROM TIMER WILL RE IRE LOW VOLTAGE TO HIGH VOLTAGE RELAY PANEL TO ACTIVATE THE F❑LL❑ ING 20 AMP CIRCUITS AS LABELED, —ZONE 6 WILL BE STRICTLY A LOW V❑ TAGS WIRE RUNNING DIRECTLY TO THE WATER ACTUATED A B �'ED SUM FE � -- - --- - -14 - - - 20 AMID QUAD CUTLET ATTACH TE INSIDE IF GH PEST RBI GREENHOUSE CONTROLLER AND 20 AMP DESIGNATED SERVICE REQUIRED FOR FUTURE GR❑WING STERLING TIMER TO BE LOCATED HERE (REFER TO STERLING TIMER OWNER'S MANUAL FOR SPECIFIC ATIONS) LEGEND 21 TWO 20 AMP DUPLEX OUTLETS (EXTRA DEEP DUPLEX REQUIRED) ■ 5 20 AMP QUAD OUTLETS (FOR SERVICE AND UTILITIES, NOT FOR FARM) ❑N[ FACING NORTH AND ENE IF CING ISOUTH ZONE NA- FAIN❑ NORTH I ND ENE E CINIC IS❑UTH i I FE I 15 TW❑ ❑0 AMP TWE 20 AMP` DUP'EX CUTLETS D❑PLCX ❑UTL❑TS 20 AFP QUAD ❑UTLF T- ATTA❑H T❑ INSIDE ❑F GH PEST NOTES: —LOW VOLTAGE TIMER (24 VOLT) SHALL. BE SUPPLIED BY FUTURE GR❑WING LLC. z z 4 —TIMER SHALL HAVE 8 ZONES. ONLY 6 ARE REQUIRED, 2 SPARE WILL BE AVAILABLE, W � J EACH ZONE (1-5) FROM TIMER WILL RE IRE LOW VOLTAGE TO HIGH VOLTAGE RELAY PANEL TO ACTIVATE THE F❑LL❑ ING 20 AMP CIRCUITS AS LABELED, —ZONE 6 WILL BE STRICTLY A LOW V❑ TAGS WIRE RUNNING DIRECTLY TO THE WATER ACTUATED S❑LEN❑ID VALVE AT THAT LOCATI❑N, —TOP ❑F OUTLETS SHOULD BE 24" OFF UF CONCRETE FL❑❑R, Scq A/Alp0 REVISIONS DATE 11-28-14 JOB NUMBER SCALE 3/16" = 1'-0" DRAWING NUMBER A-6.3 a Z LL z z 4 � m J W � J 2 Q U C� Q � W 5 L 001, V W � O o� N Q J M � O J O) NE J O" U 6o� LU c: L °' —00 > W 2— c') L >M-�; U a) 4 Z � �o� -fes o Cn ai ' U�� 00 N - Q REVISIONS DATE 11-28-14 JOB NUMBER SCALE 3/16" = 1'-0" DRAWING NUMBER A-6.3 a LL z z 4 < m J � J 2 Q U V Q � W � V W � J W Z Q J H Q REVISIONS DATE 11-28-14 JOB NUMBER SCALE 3/16" = 1'-0" DRAWING NUMBER A-6.3 y Y y s� oats . F 1-_0 Z (1) W -�-� ca 00 oC) M � 0LJ � 0LL" U �� Wcc 70 LL �X > (Y) W r,_ L N 0"-- j C) Z 1wJ ~� O N U) c _ a) = cU� W L Q 5 Q LL e � a V - Q — W m � c U - F - z Q J sm DATE 11-28-14 SCALE 12/4 all - 411 nv ;c7 � O; � `Oi i;C3lQ.� Q ❑i.G �'J�/O , C i. G� :.�i ❑ l � �O lQJ (Q D) ;� I, Ce c jo) 0�, IND 0 a E REF. cis)o� L��, :�\ � ; Jc7 io to o, I ❑ i o o' fir', ❑ c> ', fl, o -'D ❑ � ��O o° '� o v a 041 &05 A ( 6 " — — — � _- — — 1`3 c� Do o �,0 �o,� ,a I '�I I I I ON I I c" � COD I I I I IN I — �7. 10 L ----- — ------- 1 13 (DINERI cY �i a� co — -- 1-_0 Z (1) W -�-� ca 00 oC) M � 0LJ � 0LL" U �� Wcc 70 LL �X > (Y) W r,_ L N 0"-- j C) Z 1wJ ~� O N U) c _ a) = cU� W L Q 5 Q LL e � a V - Q — W m � c U - F - z Q J sm DATE 11-28-14 SCALE 12/4 all - 411 nv 50 50 ?„ 110Tjp:� CU -1 ILE MECH' . vl_ ELECT.,' PNL. - to of I � Outdoor Electrical Data 208/2341 V -Ph -Hz Indoor Electrical Data: (For units with no factory installed electric heaters) l ._.__1.20 Amps �t9N� 1 MCA:.. .._ . _... 34.1 Amps 50 Amps UnitFLA-......... . _ ....--.1-1-1-1.- ....... Unit MCA......_._......___........_.-__-.. ............. .......__,7.8 Amps DAmPER .. , ., ..._..... ...197 V _.. _ 14.0 15.0 Am Unit MOCP:.. p s Operating Range Max 263 V Unit Min Wire S¢e 314 HP f .26.3 Amps Amps Motor HP:.._. Notice: Indoor Elect data Is for 2081230.1.60 cottage o Compressor IRA:_ _934.0 Accessory Eleculc Heater Data rnCZ l I vm T S urro Rpor- r. E F-1 4 . 4 EF -1 +111 too bb -- -z �'1 i I r p., I IOU Q zl � �3 " I C HA IN `DLAN1 MEC EDIT SCHEDULE r®�....� �••`-.•`••:�••• !.[/.RNR PJA'M1JIY - ....-..-y- WLK dt�,l. ROS Pr ' Performance Su1Y mart' For 5 Ton ra P1 r uwu u.- RSRr► sxP4Rn.m 1012312014 «lpR. Rr1Rn+PRa Project: Atlantic Beach Urban Farm U%1104:121' om1 ovot rfr w11 PJMf uR or._ r+�+a+rsN 1 Prepared B :w.*'A 1.+mua --^--- ow t. - tws�uws esa Y4 nrtiW. oil t+sYnY.' AP fdLAa CC"&TW ... t! Rk ..c nor ptfl4? a tl&W&R' System performance $;,W -,n ` 1878.0 CFM° Syetem ,, .. 25HCD1FX4[Y Actual Airliow.. r wort !seas 91-0 System Quantity..._. _. 1 Standard Airflow 1870.0 CFM - t Altitude:. 0.0 ft Total Net CIg Capacity 69.64 MBH f w o Ria Ru,xa Linear Pipa Length - 0.0 ft Net Sensible Clg Capacity 43 37 MBH " - 67.(12 MBH traa.a COP 47 F 3.68 Hig HP Capacity .. -- -- COP @ 17 F _. ..2.60 Mtg HP In CaPa�tY b7.82 MBH I [ SEER @ ARI Conditions 93.8 Heat ng HP ComPreasor Power 4.5T kW r7uce f0 r•,!Y R t-i/t tiro' wr. EER @ ARI CondlOons 91.6 Total System Power...... __ _. _ 8.20 kW g"P�aa -�- M - "u t"x`A to eft HSPF @ ARI Conditions .-._.._._.....-....__...----- . 7.7 } f - xna /Ra.e4 o can «t tT r unr�a ("rasa �- uurnc At ue+ auxeT.w "tort" WOV.L *'swtaw ft"Er System Parameters s OVA= k totamwo VW .,, WV4MV T&( `w•-••,•- LPPARta fKS Law bin" Outdoor Unit Parameters Indoor Unit Parameters 4n.a+x 1�xe'ct. wR< r x r lnwea 144U,. Prat - Unit Model . - _ .25HCD360A003 UnA Madel:.. _... .FX4DNF061L00 i Unit Size (Nominal) . _ . 5 Tons Unit Size (Nominap 60,000 Btuh Voltage:. 2081230•( V -Ph -Hz Voltage .._ ".2081230-1 ,60 V -Ph Mz at{ _ (JW}�, Htg F_ritAlf DB ._,... 70.0 °F Ent AIr DB __,. 80.00 °F r: r 96.8 °F Ent Air WB:._. 67.00 °F .e» Hlg Lvg Air DB. _. . 31.4a BTU/1b Clg Exit Air DB Ambient... . .:...... _... _ ..._ 85.0 `F Em Enthalpy:.. .... 50.56 B Hig Ent Air DB Ambient: _47:0 °F tVg Air DB .. _ 66.98 °F Lvg Air WB ._. Lvg Enthalpy:. 24.38 BTU1th Heating Size (Nominal)_,... No Meat indoor UnitExtematStatic: .... ......................050 inwg Electrical Data _._... Electric Heater _...10.0 kW EH PartNumber...,kW.. For 2 wire operation .. ration (single circuit): er -. ,_ 36.2140A Amps _ Heater+ Motor MCA.,...._- 6389585 Amps j Heater+MctorMOCP:.._ ..............Well Amps - Accessory Voltage. ....... ... ....208!230.1.60 V -Ph -Hz Of FL ®RSO •. 9 COTT FRA C"s "I Outdoor Electrical Data 208/2341 V -Ph -Hz Indoor Electrical Data: (For units with no factory installed electric heaters) Unit Voltage .... .... . .. Fan Motor FA....._ :_ ._.__1.20 Amps Unit Voltage:_......._ _2061230-1 -W V -Ph -Hz 6.0 Amps MCA:.. .._ . _... 34.1 Amps 50 Amps UnitFLA-......... . _ ....--.1-1-1-1.- ....... Unit MCA......_._......___........_.-__-.. ............. .......__,7.8 Amps Max Fuse:........_ ......... ........:......__.. Operating Range Mm ... _ . .. , ., ..._..... ...197 V _.. _ 14.0 15.0 Am Unit MOCP:.. p s Operating Range Max 263 V Unit Min Wire S¢e 314 HP Compressor RL.A:.. .26.3 Amps Amps Motor HP:.._. Notice: Indoor Elect data Is for 2081230.1.60 cottage Compressor IRA:_ _934.0 Accessory Eleculc Heater Data (Single point power far unit WITH electric heaters) KFCEH0801N10 _._... Electric Heater _...10.0 kW EH PartNumber...,kW.. For 2 wire operation .. ration (single circuit): er -. ,_ 36.2140A Amps _ Heater+ Motor MCA.,...._- 6389585 Amps j Heater+MctorMOCP:.._ ..............Well Amps - Accessory Voltage. ....... ... ....208!230.1.60 V -Ph -Hz Of FL ®RSO •. 9 COTT FRA C"s "I STATE CERTIFIED CAC 042678 ACCUAqq�+ //aa9,�1 A11 IR .. 9ERVICIq INC.c.'° 004-278-0900 8562 Alicanta Ave. FAX - 278.0090. Oranyp! Park, FL 32073 II DATE -6-14 JOB NUMBER iALE 3/1 R1 =11-019 I DRAWING NUMBER .`s i2. 3 r. . 4 +111 STATE CERTIFIED CAC 042678 ACCUAqq�+ //aa9,�1 A11 IR .. 9ERVICIq INC.c.'° 004-278-0900 8562 Alicanta Ave. FAX - 278.0090. Oranyp! Park, FL 32073 II DATE -6-14 JOB NUMBER iALE 3/1 R1 =11-019 I DRAWING NUMBER Al 7" . 1 12'-0" A2 1 2 3 4 I I I I I I I I I I 12'-0" 12'-0" 12'-0" 12'-0" 5'-5w ol 3'-0" I I I I A I I I I I I II II J L__ F3 F3 F4 F4 F4 U A U U 'ai71a U U 5 I 2'-0" 12'-0" I I C I F4 c CJ U F I F I CJ F1 F1 F2 F2 F2 F2 I J J SLOPE 6 7 8 9 10 I I I I I I I I I 12'-0" 12'-0" 12'-0" 12' -Ow 7" I I I I I 4'-0" B 2'-7" I I I I I — — —J -- —� — — — — a L. — F4 F4 F4 F4 F4 hOo B , I I v v � I I I SLOPE H.P. EL. 9.75' E E I � G I I -I F2 F2 F2 F2 I T.O. CONC. A 4" CONC. SLAB W/ 6X6 -W1.4 WWF kND EL 42' T.O.CURB EL 9.75' EL. 9.75' DELTA TUBE HD. ON 6 MIL.VAPOR B RRIER ON 1" TO 2" POLYSTYRENE INSULA ON ON COMPACTED FILL. TREN H H CJ H EL. 9.42' TRENCH I I A R F3 F3 F3 F4 F4 ^ F4 F4 C I I I I I I I I I I I I A C I I I I I I I I I I I I I I 1=0UNC)AT I Ou PLAN :3/16" = 1'-0" NOTE: SEE RBI DRAWING SHT. 1.01 AND 1.01A FOR SIZE AND LOCATION OF ANCHOR BOLT. 1'-2w I I I I I B F4 i I F4 F4 F4 F4 -- - - - -Tih �- - ---- - - -- I I I I I B I I I I I I I I I I FOUNDATION SCHM:)ULE I I I N0. F3 i I REINF. I I I D A2 1 2 3 4 I I I I I I I I I I 12'-0" 12'-0" 12'-0" 12'-0" 5'-5w ol 3'-0" I I I I A I I I I I I II II J L__ F3 F3 F4 F4 F4 U A U U 'ai71a U U 5 I 2'-0" 12'-0" I I C I F4 c CJ U F I F I CJ F1 F1 F2 F2 F2 F2 I J J SLOPE 6 7 8 9 10 I I I I I I I I I 12'-0" 12'-0" 12'-0" 12' -Ow 7" I I I I I 4'-0" B 2'-7" I I I I I — — —J -- —� — — — — a L. — F4 F4 F4 F4 F4 hOo B , I I v v � I I I SLOPE H.P. EL. 9.75' E E I � G I I -I F2 F2 F2 F2 I T.O. CONC. A 4" CONC. SLAB W/ 6X6 -W1.4 WWF kND EL 42' T.O.CURB EL 9.75' EL. 9.75' DELTA TUBE HD. ON 6 MIL.VAPOR B RRIER ON 1" TO 2" POLYSTYRENE INSULA ON ON COMPACTED FILL. TREN H H CJ H EL. 9.42' TRENCH I I A R F3 F3 F3 F4 F4 ^ F4 F4 C I I I I I I I I I I I I A C I I I I I I I I I I I I I I 1=0UNC)AT I Ou PLAN :3/16" = 1'-0" NOTE: SEE RBI DRAWING SHT. 1.01 AND 1.01A FOR SIZE AND LOCATION OF ANCHOR BOLT. 1'-2w I I I I I B F4 i I F4 F4 F4 F4 -- - - - -Tih �- - ---- - - -- I I I I I B I I I I I I I I I I FOUNDATION SCHM:)ULE Q N0. SIZE REINF. REMARK z F1 5'-0" X 5'-0" X 1'-6" 6-#5 E.W. TURN DOWN N F2 5'-0" X 5'-0" X 1'-6" 6-#5 E.W. T.D. W/ SLOPE TOP to of N F3 3' -Ow X S -Ow X 1'-6" 4-#5 E.W. TURN DOWN W F4 3'-0" X 3'-0" X 1'-6w 4-#5 E.W. T.D. W/ SLOPE TOP w �, i� to i po 1a i M i� C C? Y vL AL z Q 00 U m T Lo ;' z rn M w S N Uj % N I 0) zI�oMJ to of N w LLMY� m U W `. g � 1 LTJ w �, Z zc�w g �JU> WofJ L z Z0) M / O T rn Q 00Y OUQ Lo JOB NO. J 14114 Li DRAWN: JWJ o rn W DATE: 12-04-14 w Z z Q Q m o T w S WQ w m m U U � z Z Q g Q T w o � Q � N o JOB NO. J 14114 DRAWN: JWJ DATE: 12-04-14 SCALE: SHOWN a a;$ DRAWING NO. S-1 , C O 47" THRU 2 9O 7" 2" 4" 1'-4" DIA. I FOR FOOTING SIZE AND REINFORCING, SEE FOUNDATION SCHEDULE SECTION 5-5 3/4" = 1'-0" I'I TS4X4 11 GA. WWF 'I FINISH GRADE II SLOPE EL. 9.75' _41 -L -L I I 41_ II. u.— r07l' a(2) #5 T&B CONT. 24" O.C. 1'-2" SECTION E -E 3/4" = 1'-0" TS4X4 11 GA. FOR FOOTING SIZE AND REINFORCING, SEE FOUNDATION SCHEDULE SECTION G -G 3/4" = 1'-0" WWF [DELTA TUBE 1/8" X 3/4" SAW CUT HD ® 12" O.C. 6 MIL. VAPOR BARRIER EL. 9.75' AND SLOPE it - —= — — — 1" TO 2" POLYSTYRENE INSULATION ( OPTIONAL) 8" SAND OR GRAVEL SECTION H -H 3/4" = 1'-0" 6" PRE -FABRICATED DEAD LEVEL P 4'. II G. 7d 4 w d II (2) #5 BARS CONT. #3 TIES 0 24" O.C. 1'-6" NOTE: TRENCH INSTALLATION BY MANUFACTURES SPECIFICATIONS IN FIELD. SECTION J -J 3/4" = 1'-0" A (�) A2 O7" 7" 2" 4" z 2" 2" OO_L W r a TS4X6 11 GA. FOR BASE PLATE AND A.B. SIZE, SEE TS4X6 11 GA. cUn RBI DWG. SHT. 1.01 AND 1.01A w WWF FOR BASE PLATE AND A,B. SIZE, SEE o RBI DWG. SHT. 1.01 AND 1.01A FINISH GRADE WWF EL. 9.75' 0" TO 4" fff EL. 9.75' al I _ • Ila a II ° �. 9� 40rco �a as aul ", -Ilia °dam -a-0a _ M e a, cc (2) #5 T&B CONT. #3 TIES 0 24" O.C. 1'-2"JOB NO. J141 14 71, FOR FOOTING SIZE AND REINFORCING, SEE FOUNDATION SCHEDULE SECTION G-G```,`,�pauuuunururr DRAWN: iwi 3 4„ SECTION — P� Y ut .••' E`•,�� DATE: 12-04-14 s � w • 27 SCALE: SHOWN DRAWING NO. 00 &ENE 6L STRUC TUR AL NOTES U M 1. CODES: FLORIDA BUILDING CODE 2010 AND ASCE-7-10 �i AMERICAN CONCRETE INSTITUTE 2. LIVE LOA S: '^ W V .. Lij > N rn ROOF: 20 PSF N ZOOM J 3. WIND LOADS: ULTIMATE SEE WINDLOAD CHART DESIGN WIND SPEED 120 MPHi N j w Q U BUILDING RISK CATEGORY. I LLJ Y 0 ENCLOS E: ENCLOSED , LLQ v 0 WIND EXI OSURE: C w_j 4. ALLOWAB SOIL BEARING: 2500 PSF w 5. SOIL CO ACTION: �r� V W W J J SOIL UN R SLAB ON GRADE AND FOUNDATION SHALL BE COMPACTEDL z U j rn TO 95% ODIFIED PROCTOR MAX. DRY DENSITY ( ASTM D-1557) Z CONTRA OR SHALL SUBMIT DENSITY REPORT TO OWNER OR ENGINEER. . W - 0 00 V rn 6. MATERIA w Q K) Y Lo CONCRE ( NORMAL WEIGHT - 28 DAYS) 3,000 PSI Q REINFOR NG BAR ASTM A615, GR 60 1 WELDED RE FABRIC ASTM A185 LLJ 0 ANCHOR 3OLTS ASTM A307 OR A36 CDW 7. CONCRE uj ALL CON RETE TO BE DESIGNED AS PER ACI 318 LATEST EDITION. Z z FOOTING 3,000 PSI � SLAB ON GRADE 3,000 PSI ALL OTH R CONCRETE 3,000 PSI SPLICES 4 REINFORCING WHERE PERMITTED SHALL BE AS FOLLOWS CONCRE 50 BAR DIAMETERS WITH WIRE TIES MASONR 48 BAR DIAMETERS WITH WIRE TIES UNLESS ITHERWISE SHOWN ON DRAWINGS. MINIMUM CONCRETE COVER FOR REINFORCING SHALL B0 AS FOLLOWS CAST AGAINST EARTH 3' SLAB ON GRADE CENTERED EXPOSED #6 THRU TO EARTH OR WEATHER: #11 BARS-2- ARS 2"#5 #5AND MALLER 1 1/2" ALL REINIORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING LJ._ DIAGRAM5 AND PLACING DETAILS OF ACI 315 STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SF LL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE EPDXY ESIVE FOR FASTENING BOLTS, REBAR OR DOWELS IN CONCRETE SHALL BE EITHERi HIT HY 200 R 8. PRE-ENGERED BUILDING NOTES: THEE DINGS SPECIFY FOUNDATION REQUIREMENTS TO ACCOMMODATE A PRE-ENGINEERED BUILDING. JAM Z Q FOUNDANS HAVE BEEN DESIGNED FOR COLUMN REACTIONS AND ARE SUBJECT TO CHANGE UPON Q REVIEWIFINAL METAL BUILDING SHOP DRAWINGS. — LEE J. INEERING, INC. IS NOT RESPONSIBLE FOR THE DESIGN OF ANY ASPECT OF THIS BUILDING 0 OTHER IT'S SLAB ON GRADE AND FOOTING AS SHOWN. FOR AN OR BOLT LAYOUT AND SIZE, SEE METAL BUILDING MANUFACTURERS DRAWINGS. I U = Q U w Q W M W m 5/8" PL. WASHER FOR 5/8" DIA. U T.O.C. N THREADED ROD / 1/2- PL. WASHER FOR 1/2- DIA. z ` THREADED ROD 00 z F- Q 5/8- AND 1/2" THREADED ROD W/ HILTI HIT HY 20OR A. i�ETAIL " . 1 1'-0" A (�) A2 O7" 7" 2" 4" z 2" 2" OO_L W r a TS4X6 11 GA. FOR BASE PLATE AND A.B. SIZE, SEE TS4X6 11 GA. cUn RBI DWG. SHT. 1.01 AND 1.01A w WWF FOR BASE PLATE AND A,B. SIZE, SEE o RBI DWG. SHT. 1.01 AND 1.01A FINISH GRADE WWF EL. 9.75' 0" TO 4" fff EL. 9.75' al I _ • Ila a II ° �. 9� 40rco �a as aul ", -Ilia °dam -a-0a _ M e a, cc (2) #5 T&B CONT. #3 TIES 0 24" O.C. 1'-2"JOB NO. J141 14 71, FOR FOOTING SIZE AND REINFORCING, SEE FOUNDATION SCHEDULE SECTION G-G```,`,�pauuuunururr DRAWN: iwi 3 4„ SECTION — P� Y ut .••' E`•,�� DATE: 12-04-14 s � w • 27 SCALE: SHOWN DRAWING NO. Fit 1i d 1 � 10 1175 ATLANTIC L ATLANTIC ACH, FLORm SUPPLIER: ROUGH BROTHERS 5513 VINE STREET CINCINNATI, OHIO 45217 ROUGH BROTHERS DRAWING INDEX 0. 0 COVER SHEET 1.0 FLOOR / EQUIPMENT PLAN 1.01 POST LAYOUT 1.01A POST CONNECTIONS 1.02 FRAMING PLAN 1.03 FRAMING SECTIONS AND DETAILS 1.1 SIDEWALL BRACING SECTION / DETAILS 1.2 n A 0 s 2.01 cn a Z a 2.02 i N 2.1 Z m .2 GABLENORTH • m .3 3.0 F o a. -- a X O 0 w GABLE BOW BRACING GABLE ELEVATION SOUTHNORTH A:ELEVATION GABLE PARTITION ELEVATION GABLENORTH • GABLE• '-;`ABLE L_ SECTIONS AND DETAILS SIDEWALL ELEVATIONS SIDEWALL SECTIONS AND DETAILS • i ►► ► ••) 1. DEAD LOADS: • STRUCTURE: 3.0 PSF n • GLAZING: 2.0 PSF 1 = 5.0 PSF 2. ROOF LIVE LOAD = 12 PSF 3. SNOW LOAD: • P = 0 PSF (GROUND SNOW) • P9 = 0 PSF (FLAT ROOF SNOW) • C = 1.0 • Ct = 1.0 • Is = 1.0 4. WIND LOAD: (MAIN WIND FORCE RESISTING SYSTEM) • V = 120 MPH • BASE PRESSURE: 28.6 PSF • EXPOSURE: C • OCCUPANCY CATEGORY. • ENCLOSED STRUCTURE CONSTRUCTION AND SAFETY: 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE CONSTRUCTION 3 33 CODE AND THE PROJECT SPECIFICATIONS 4.0 TRUSS/BAR JOIST SECTIONS 4.1 INTERMEDIATEBOW SECTIONS & 4.2 4.3 4.4 5.0 5.1 5.2 5.3 6.0 6.1 6.2 6.3 DETAILS 2. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED TO MAINTAIN STABILITY UNTIL STRUCTURE IS COMPLETE AND FUNCTIONING AS THE DESIGNED UNIT. 3. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION SELECTED BY CONTRACTOR. 4. CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. ANY UNEXPECTED CONDITIONS OR DISCREPANCIES WITH THE DESIGN DOCUMENTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO INSTALLATION OR ERECTION OF MATERIALS. 5. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF TH JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. WHEN ON SITE, THE ENGINEER IS RESPONSIBLE FOR HIS OWN SAFETY BUT HAS NO RESPONSIBILITY FOR THE SAFETY OF OTHER PERSONNEL. OR SAFETY CONDITION AT THE SITE. SPECIAL FIELD INSPECTION: 1. ALL SPECIAL INSPECTORS SHALL BE RETAINED BY OWNER/CUSTOMER. THE EXTENT OF THE INSPECTION SHALL COMPLY WITH THE CONTRACT DOCUMENTS, THE BUILDING CODE REQUIREMENTS AND LOCAL JURISDICTION. IT IS THE OWNER/CUSTOMER'S RESPONSIBILITY TO GIVE PROPER NOTIFICATION TO THE SPECIAL INSPECTOR AND PROCEED WITH THE WORK ONLY AFTER THE SPECIAL INSPECTOR'S APPROVAL. 2. FAILURE TO NOTIFY THE SPECIAL INSPECTOR MAY RESULT IN OWNER/CUSTOMER HAVING TO REMOVE WORK FOR THE PURPOSE OF INSPECTION AT THE OWNER/CUSTOMER'S EXPENSE. 3. PREMATURE NOTIFICATION FOR INSPECTION WILL RESULT IN AN ADDITIONAL INSPECTION WI ALL EXPENSES AND FEES PAID BY THE OWNER/CUSTOMER. 4. SPECIAL INSPECTORS SHALL KEEP RECORDS OF ALL INSPECTIONS. RECORDS SHALL BE FURNISHED TO THE OWNER, ENGINEER OF RECORD AND LOCAL JURISDICTION AS REQUIRED. ANY AND ALL DISCREPANCIES SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF TH CONTRACTOR. CORRECTIONS SHALL BE MADE AND AND A FINAL REPORT OF INSPECTIONS SHALL BE PROVIDED NOTING COMPLETION OF INSPECTIONS AND CORRECTIONS OF DISCREPANCIES. FAILURE TO CORRECT DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER OF RECORD AND THE LOCAL JURISDICTION AND MAY RESULT IN REMOVAL OF COMPLETED WORK AND ADDITIONAL WORK TO CORRECT DISCREPANCIES AT THE CONTRACTOR'S EXPENSE. 5. MINIMUM REQUIRED INSPECTIONS: STRINGER CONNECTION DETAILS 5.1. STRUCTURAL STEEL/ALUMINUM 31'-6" A -FRAME TRUSS DETAILS FABRICATION MATERIAL IDENTIFICATION • HIGH STRENGTH BOLTS - MATERIAL IDENTIFICATION OF BOLTS, NUTS AND WASHERS A -F RAM E GABLE TOP CHORD DETAILS WELD FILLER MATERIALS - IDENTIFICATION AND CONFIRMATION OF COMPLIANCE ROOF RAIL LAYOUT & DETAILS WITH DESIGN DOCUMENTS C /`�+ B. ERECTION ROOF VENT D SET ILS MATERIAL IDENTIFICATION /`1 INSTALLATION OF HIGH STRENGTH ROITR A -F RAM E ROOF SECTIONS / DETAILS WELDED CONNECTIONS MEMBER SIZES AND PLACEMENT • GENERAL CONFORMANCE WITH DESIGN DOCUMENTS A -F RAM C E I L.I N MING 5.2. CONCRETE CONSTRUCTION STEEL PASSAGE DOOR SECTIONS NOT USED VISTAWALL DOOR SECTIONS OVERHEAD D )OR SECTIONS • MATERIAL IDENTIFICATION • MIX DESIGN VERIFICATION • SIZE AND PLACEMENT OF REINFORCING STEEL • PLACEMENT OF CONCRETE USING PROPER TECHNIQUES • CONCRETE SAMPLES FOR SLUMP, AIR CONTENT, TEMPERATURE, STRENGTH TESTS, ETC. IN ACCORDANCE WITH ACI 318 • PROPER MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES 5.3. FOUNDATIONS • SIZE AND LOCATION OF FOUNDATION EXCAVATIONS • PLACEMENT OF REINFORCING STEEL AS REQUIRED • PLACEMENT OF CAST -IN-PLACE ANCHOR RODS AS REQUIRED STRUCTURAL STEEL: 1. ALL STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST VERSION OF AISC "MANUAL OF STEEL CONSTRUCTION." LIGHT GAGE COLD -FORMED SECTIONS SHALL CONFORM TO LATEST VERSION OF AISI SPECIFICATIONS FOR COLD -FORMED STEEL STRUCTURAL MEMBERS. 2. MATERIALS: A. ROLLED SHAPES: ASTM A992 OR A572 GRADE 50, FY = 50 KSI MINIMUM B. PLATES: ASTM A36 C. TUBULAR SHAPES: ASTM A500 GRADE B OR ASTM A513 FY= 50 KSI MINIMUM D. Z-PURLIN: FY = 50 KSI MINIMUM E. FIELD BOLTS: 1/4" DIAMETER OR LARGER - SAE J429 GRADE 5 (TYP. U.N.0) F. SCREWS: SHEET METAL SCREWS, #8 & #10 TEKS - STAINLESS STEEL #12 TEKS - GALVANIZED 3. FIELD CONNECTIONS SHALL BE BOLTED EXCEPT WHERE WELDED CONNCECTIONS ARE INDICATED ON THE STRUCTURAL DRAWINGS. ALL BOLTED CONNECTIONS SHALL BE INSTALLED TO THE "SNUG TIGHT" CONDITION DEFINED AS THE FULL EFFORT OF A MAN USING A NORMAL SPUD WRENCH OR A FEW IMPACTS OF AN IMPACT WRENCH. THE "SNUG TIGHT" CONDITION WILL ENSURE THE PLIES OF CONNECTED MATERIAL ARE IN FIRM CONTACT. 4. ALL WELDING OF STEEL SHALL BE DONE IN ACCORDANCE WITH THE LATEST VERSION OF THE AMERICAN WELD SOCIETY'S SPECIFICATIONS - AWS D1.1. ELECTRODES SHALL BE E70 SERIES UNLESS NOTED OTHERWISE. 5. GALVANIZING SHALL BE PER CONTRACT DOCUMENTS. ALUMINUM: 1. ALL STRUCTURAL ALUMINUM SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST VERSION OF THE SPECIFICATIONS AND GUIDELINES FOR ALUMINUM STRUCTURES. 2. MATERIALS: A. ALUMINUM SHAPES: ALLOY 6063-T6, 6061-T6 & 6005-T6 B. ALUMINUM SHEET: ALLOY 5005-H34 & 5052-H32 C. FIELD BOLTS: 114 AND LARGER - SAE J429 GRADE 5 (TYP. U.N.O.) x/16" AND SMALLER - STAINLESS STEEL D. SCREWS: SHEET METAL SCREWS, #8 & #10 TEKS - STAINLESS STEEL #12 TEKS - GALVANIZED 3. ALUMINUM SURFACES IN CONTACT WITH MASONRY SHALL RECEIVE A HEAVY COAT OF CLEAR POLYURETHANE COATING. 4. CAULKING SHALL BE G.E. SILIGLAZE 2809. MISCELLANEOUS FASTENER NOTES: 1. ANCHOR RODS SHALL BE ASTM A307 OR A36 THREADED ROD UNLESS NOTED OTHERWISE. 2. MECHANICAL AND/OR EPDXY ANCHORS SHALL BE THE TYPE, SIZE, AND EMBEDMENT INDICATED ON DRAWINGS, AND SHALL BE INSTALLED PER ANCHOR MANUFACTURER'S RECOMMENDATIONS. 3. EPDXY ANCHORS SHALL BE HILT[-HY 20OR (ESR -3187). MECHANICAL SLEEVE ANCHORS SHALL BE POWERS POWER BOLT (ESR -5225). 4. ALL BOLTS SHALL BE THE TYPE AND SIZE INDICATED ON DRAWINGS. ALL HOLES SHALL BE BOLT DIAMETER + 1/16" MAX. CONCRETE SLAB/FOUNDATION NOTES: 1. ROUGH BROTHERS, INC. IS NOT RESPONSIBLE FOR THE DESIGN, MATERIALS AND WORKMANSHIP OF THE SLAB. IT IS THE RESPONSIBILITY OF THE SLAB/FOUNDATION DESIGNER TO ENSURE THAT THE SLAB/FOUNDATION IS PROPERLY DESIGNED TO ANCHOR THE EPDXY SET AND MECHANICAL ANCHORS. FOUNDATIONS SHALL BE DESIGNED TO RESIST THE LOADS IMPOSED BY THE GARDEN CENTER, AS WELL AS OTHER IMPOSED LOADS, BASED ON THE LOAD BEARING CAPABILITIES OF THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE. GLAZING INSTALLATION NOTES: GOTHIC POLY ARCH GLAZING: 1. ROOF GLAZING: 4 YEAR EMIL DIFFUSED POLYETHYLENE 2. SIDEWALLS: 8MM COLORLESS POLYCARBONATE 3. GABLES: 8MM COLORLESS POLYCARBONATE A -FRAME GLAZING: 1. ROOF GLAZING: BRONZE METAL 'R' PANEL W/3" THICK ROLLED INSULATION 2. SIDEWALLS: WHITE METAL 'R' PANEL W/3" THICK ROLLED INSULATION 3. GABLE: WHITE METAL 'R' PANEL W/3" THICK ROLLED INSULATION FILE COPY VNo 64323 dP p t STATE F �e ate. :111 en s0 ,.e� O o %F`sS . 0 R D fit jilt 0/7 ly ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, uN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. H J V O Q s W z z H IT: to 0 V) b 3/4"X1000X10" BASE PLATE [S1231E] 0'-0" GRADE CONCRETE (BY OTHERS) 7" TYP. 312„ I 3j” WELDED 4"x 6" POST ASS'Y (REF. SHEET 1.01) 5/8" PLATED NUT 5/8" PLATED WASHER 5/8" DIA. EPDXY SET THREADED ROD ANCHOR W/ MIN. 8" EMBEDMENT 4"x 6" SIDEWALL POST ANCHOR DETAIL SCALE: 3" = 1'-0" 1/219 X 8" X 89 1 BASE PLATE [S1120] 0'-0" GRADE CONCRETE — (BY OTHERS) d U) 00 6" TYP. 3" 1 3" WELDED 4" SQ. POST ASS'Y (REF. SHEET 1.02) 1/2" PLATED NUT [2NUT50PLATED] 1/2" PLATED WASHER [2W50PLATED] 1/2" DIA. EPDXY SET THREADED ROD ANCHOR [2TR5OX12] W/ MIN. 41/2" EMBEDMENT E POST ANCHORING DETAIL 1.01 A SCALE: 3" = 1'-0" CY 3/4" X 10" X 10" BASE PLATE [S1231E] 0'-0" GRADE CONCRETE (BY OTHERS) 7'' TYP. 3" 3j" WELDED 4"x 6" POST ASS'Y (REF. SHEET 1.01) 5/8" PLATED NUT 5/8" PLATED WASHER 5/8" DIA. EPDXY SET THREADED ROD ANCHOR W/ MIN. 8" EMBEDMENT 4"x 6" GABLE POST ANCHOR DETAIL SCALE: 3 = 1'-0" 3/8" ANGLE PC 3" X 2" W/ (2) HOLES 0 11/4" LEG [AC175-4 1/2" X 11/4" HI GALV. BOLT & [2GB5OX125HH -L 0'-0" GRADE CONCRETE (BY OTHERS) r— 4" SQ. POST (REF. SHEET 1.01) 1/4" ANGLE POST FOOT 3" X 4'9 W/ (2) 9/169$ HOLES ON 4" LEG —1/2" PLATED NUT [2NUT50PLATED] —1/4" ALUM. SPACER 2" SQ' W/9/16" HOLE [ASP250-200-20056] —1/2" DIA. EPDXY SET THREADED ROD ANCHOR [2TR5OX12] W/41/2" MIN. EMBEDMENT F POST ANCHORING DETAIL 1.01 A SCALE: 3" =: 1'-0" 8" 4" 4" I 3/8" ANGLE POST r 3"X2"w/(2)9%16 HOLES @ 11/4" ON LEG [AC175-4003] 1/2" X 51/2" HEX HI GALV. BOLT & NUT [2GB5OX55OHH] .L 0'-0" GRADE CONCRETE (BY OTHERS) 4" SQ. BGS HEADER (REF. SHEET 1.02) N 4" SQ. POST (REF. SHEET 1.01) 1/2" PLATED NUT [2NUT50PLATED] 1/4" ALUM. SPACER 2" SQ, W/ 9/1 6" HOLE [ASP250-200-20056] 1/2" DIA. EPDXY SET THREADED ROD ANCHC [2TR5OX12] W/41/2" MI EMBEDMENT 4"x 4" GABLE POST ANCHOR DETAIL SCALE: 3" = 1'-0" POST 4" SQ. POST (REF. SHEET 1.01) #12 X 1" HEX HD I I 10GA GALV. STEEL W/(4) HOLES, 31/2" LG TEK SCREW I I ANGLE CLIP 2" X 2" [2GT12X100HH] [SC10200200-3504] �I i i G POST ANCHORING DETAIL 1.01 A SCALE: 3" = 1'-0" 3/8" ANGLE POST FOOT POST 3" X 2" w/ (2) 9/16" HOLES @ 11/4" ON 2" I I LEG [AC175-4003] 2" X 4" POST i I I (REF. SHEET 1.01) � I 1/2" X 11/4" HEX HD GALV. BOLT & NUT I [2GB5OX125HH] I 0'-0" GRADE I ° a illi° CONCRETE 1/2 X 33/4 MECHANICALC-- II; .Q .. (BY OTHERS) ANCHOR [2PBA5QX375] ° W/ 31/2" MIN. EMBED. a a ° D DOOR POST ANCHORING DETAIL SCALE: 3" = 1'-0" WORK TIME TABLE FOR HILTI—HY 200—R BASEMATERIAL TEMPERATURE AN: ON000i .F •C 14...23 —10...-5 180 MINUTES ms's . III�Ai ------------------ -;O• 3/8" ANGLE POST r 3"X2"w/(2)9%16 HOLES @ 11/4" ON LEG [AC175-4003] 1/2" X 51/2" HEX HI GALV. BOLT & NUT [2GB5OX55OHH] .L 0'-0" GRADE CONCRETE (BY OTHERS) 4" SQ. BGS HEADER (REF. SHEET 1.02) N 4" SQ. POST (REF. SHEET 1.01) 1/2" PLATED NUT [2NUT50PLATED] 1/4" ALUM. SPACER 2" SQ, W/ 9/1 6" HOLE [ASP250-200-20056] 1/2" DIA. EPDXY SET THREADED ROD ANCHC [2TR5OX12] W/41/2" MI EMBEDMENT 4"x 4" GABLE POST ANCHOR DETAIL SCALE: 3" = 1'-0" POST 4" SQ. POST (REF. SHEET 1.01) #12 X 1" HEX HD I I 10GA GALV. STEEL W/(4) HOLES, 31/2" LG TEK SCREW I I ANGLE CLIP 2" X 2" [2GT12X100HH] [SC10200200-3504] �I i i G POST ANCHORING DETAIL 1.01 A SCALE: 3" = 1'-0" 3/8" ANGLE POST FOOT POST 3" X 2" w/ (2) 9/16" HOLES @ 11/4" ON 2" I I LEG [AC175-4003] 2" X 4" POST i I I (REF. SHEET 1.01) � I 1/2" X 11/4" HEX HD GALV. BOLT & NUT I [2GB5OX125HH] I 0'-0" GRADE I ° a illi° CONCRETE 1/2 X 33/4 MECHANICALC-- II; .Q .. (BY OTHERS) ANCHOR [2PBA5QX375] ° W/ 31/2" MIN. EMBED. a a ° D DOOR POST ANCHORING DETAIL SCALE: 3" = 1'-0" WORK TIME TABLE FOR HILTI—HY 200—R BASEMATERIAL TEMPERATURE APPROX. WORK TIME .F •C 14...23 —10...-5 180 MINUTES 2,e1•...32 —4 ... 0 120 MINUTES 33...41 1...5 60 MINUTES 42.,.50 6...10 40 MINUTES 5" ..68 11...20 15 MINUTES 6..86 1 HOURS 21...30 9 MINUTES 87..104 31...40 6 MINUTES P ODUCT TEMPERATURE MUST BE BETWEEN 14-F ( 10-C) AND 104' (40-C) DURING INSTALLATION CURE TIME TABLE FOR HILTI—HY 200—R BASE MATERIAL TEMPERATURE APPROX. CURE TIME -F •C 14...23 -10...-5 20 HOURS 24...32 -4 ... 0 8 HOURS 33...41 1...5 4 HOURS 42...50 6...10 2.5 HOURS 51...68 11...20 1.5 HOURS 69...86 21...30 1 HOURS 87...104 31...40 1 HOURS **ANUH t$UL I INS I ALLA I IUN NU I t5** A) ANCHOR BOLTS TO BE AS NOTED IN DETAILS W/ MIN. EMBEDMENT AS INDICATED IN DETAILS, SET IN HILTI—HY 20t —R INJECTION ADHESIVE. B) AN "HOR BOLT INSTALLER TO FOLLOW HILTI—HY 200—R INJECTION ADHESIVE INSTALLATION INSTRUCTIONS AS FOI LOWS: 1. DRILL ANCHOR HOLE WITH A CARBIDE BIT. CONTACT HILTI FOR USE OF DIAMOND CORE BITS 21 CLEAN HOLE WITH WIRE BRUSH. PROPER HOLE CLEANING IS ESSENTIAL 3 INSERT AIR NOZZLE TO BOTTOM OF HOLE AND BLOW OUT HOLE USING PUMP, OR COMPRESSED AIR. 41 PUT REFILL PACK INTO HOLDER. REMOVE CAP COVERING THREADED PROJECTION. 5 SCREW ON STATIC MIXER 6 PUT HOLDER INTO DISPENSER AND DISCARD FIRST TWO TRIGGER PULLS OF ADHESIVE FROM EACH REFILL PACK. 7 INJECT ADHESIVE INTO HOLE STARTING AT THE BOTTOM UNTIL 1/2 TO 2/3 FULL. USE MIXER FILLER TUBE EXTENSIONS WHEN NEEDED TO REACH THE HOLE BOTTOM. 8. UNLOCK DISPENSER 9. INSERT THREADED ROD. TWIST DURING INSTALLATION. 11 FASTENER MAY BE ADJUSTED DURING SPECIFIED WORK TIME (SEE WORK TIME TABLE) 11 DO NOT DISTURB ANCHOR BETWEEN SPECIFIED WORK TIME AND CURE TIME (SEE CURETIME TABLE) 119, APPLY SPECIFIED TORQUE AS REQUIRED TO SECURE ITEMS TO BE FASTENED. DO NOT EXCEED MAXIMUM TORQUE SPECIFIED. GI EENHOUSE ANCHORS AND INJECTION ADHESIVE ARE INCLUDED WITH GREENHOUSE. +,��llt�lllf►j�, SN 4 010. i No 64323 • :�� STATE F ;111 f . • ri '(� `•'�` p' % ie {� 11 4 !I� SIV ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Repair Service No. By Date POST CONNECTIONS 1. 2. GREENHOUSE FOR 3.RBI W 4. ATLANTIC BEACH URBAN FARMS, LLC ROUGH BROT�-IERS„ INC. 4. Checked BUILDING THE GREATEST 1175 ATLANTIC BLVD. PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY I CONTRACT N0.SHEET N0. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 1.01 A WWW.ROUGHBROS.COM 5/ 6" GALV. WASHER [2W31 GALV] (8 PER GUTTER SADDLE) 5/16" LEAD WASHER [2W31 LEAD] (8 PER GUTTER SADDLE) PLACE TWO STRIPS TAPE [1PA—RUBTAPI OF GUTTER SPLICE WATERTIGHT SEAL B SADDLE AND GUTTEI 4" SQ. CAST ALUM. POST TOP [1 CA -00' 1/2" X 5" H.H. BOLT [2GB5OX500HH] ('A 4" POST TOP DETAIL 1.03 SCALE: 3" = V-0" 6/12 GALV. STEEL GUTTER [S0900] 5/16" GALV. WASHER [2W31 GALV] (2 PER 6/12 GALV. STEEL GUTTER GUTTER BRACKET) SADDLE [S0902] 5/16" LEAD WASHER 5A6" x 1" HEX HEAD BOLT [2W31 LEAD] (2 PER & NUT (8 PER GUTTER SADDLE) GUTTER BRACKET) 5/16" x 1" H.H. BOL & NUT [2GB31 X100H (2 PER GUTTER BRACKET) — FIELD DRILL GUTTER 4" SQ. GALV. STEEL GUTTER 1/2" X 3" H.H. BOLT POST NUT [2GB50X300HH. 6/12 GALV. STEEL GUTTER [SO900] 4" WIDE INTERM. POST GUTTER BRACKET [S1584] 2" X 4" GALV. STEEL INTERM. GUTTER POST INTERMEDIATE POST TOP DETAIL SCALE: 3" = 1'-0" INSIDE GUTTER 5/6" GALV. NUT i OUTSIDE GUTTER 5/6" GALV. WASHER „ [2W31 GALV] GAP 5/16” LEAD WASHER INSIDE GUTTER [2W31 LEAD] DRIP GUTTER [5019] DRIP GUTTER SPLICE [ASE020] NOTE: DO NOT SPLICE 0 POST (4) #12 X 1" HEX HD. TEK SCREW W/ WASHER [2GT12X100HHW] SONNEBORN #NP -1 CAULK [1 PA—PNP-1 ] a i 0 a 1 DRIP GUTTER SPLICE DETAIL 1.03 SCALE: 6" = 1'-0" 8 A OUTSIDE GUTTER 5A6" x 1" HEX HEAD BOLT WASHER PLACEMENT GUTTER SPLICE DETAIL TYP SCALE: 3" = 1'-0" 6A-!" 12GA. GUTTER EXT. W/ WELDED END, 12" LG [S0910 -12W] 3/8' GALV WASHER [2W31 7GALV.] 3/8" LEAD WASHER [2W37LEAD] OUTLINE CASTING WITH PUTTYLASTIC TAPE TO CREATE A WATERTIGHT SEAL BETWEEN GUTTER AND DOWNSPOUT CASTING. 3/8" x 1" HEX HD BOT & NUT [2 37X100HH] t, Illsti11!Nfl. �� *E1• SP(f ®,IY No 84323 � • i ' r S .gyp: STATE F :y�L �, � ••• A% % tx ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY 0 \\ - F'.Z. 4" ROUND DOWNSPOUT HAT W/ DRIP GUTTER [1 CA -0040] DOWNSPOUT HAT ASSY DETAIL SCALE: 3" = 1'-0" GENERAL NOTES: 1. CHECK AND RE—TIGHTEN BOLTS AT THE END OF THE PROJECT TO HELP AVOID POSSIBLE LEAKS. 2. 1/4" GAP AT DRIP GUTTER IS TO ALLOW FOR EXPANSION. THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI. OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOIT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. Ee a U F 0 6 4 nn A A M^1 1 ^I ITTrP9 m101aw,,a0 = IImm1]211F."II SCALE: 3/4" = 1'-Q" CH GUTTER SADDLE 2-A [SO102] SQ CAST ALUM ITER POST TOP :A-0071 F] R JOIST ASSEMBLY :F DWG 1.01 FOR ST INFORMATION) 3T (REF DWG 1 FOR POST ORMATION) 1/2"x5"HEX HD GALV. BOLT & NUT [2GB5OX500HH] - - - - - - I 1/2" x 11/4" HEX HD GALV. BOLT & NUT [2GB5OX125HH] I' ALUM T -CLIP 4" X 21/2" — X 41/4" LG. W/ (4) 9/16)1 I----------�--------- HOLES [AC124C-4254] I ( J ----------L_________ I I I I 1.315" DIA. GALV SIDEWALL SWAY BRACING [7049OD] I ====I====� iI I I I I � , I r O �1 POST (REF DWG 1.01 FOR POST INFORMATION) SIDEWA L BRACING DETAIL ® GUTTER SCALE: 6" 1'-0" 1.315" DIA. GALV \ O SIDEWALL SWAY k BRACING [70490D] I\ is —POST (REF DWG I I 1.01 FOR POST I I INFORMATION) I � I I , I I I ' I I I I I 1/2"x5"HEX HD I I GALV. BOLT & NUT 3j" [2GB5OX500HH] ALUM T -CLIP 4" X 21/2" X 41/4" LG. W/ (4) 9/6" I ( I----------I--------- HOLES [AC124C-4254] i G ----------L--------- I I I 1/2" x 11/4" HEX HD I I GALV. BOLT & NUT I "� [2BG5OX125HH] I 0'-0" ELEV. I I I <1 I I I I I I I I I I I ' -- _j�-- --�-------I--- -- --! c SIDEWALL 13RACING DETAIL 0 FOUNDATION 1.1 J SCALE: 6" = 4-0" ®a� �L SP�j dij ,44 10 No 54323 s. s � do G STATE F �N1U` w�+ r(� 0 ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS. INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Repair Service No. By Date SIDEWALL BRACING SECTION/DETAILS 1. 2.R131 GREENHOUSE FOR 3. 4. aOIJGH BRC�THERS� INC. ATLANTIC BEACH URBAN FARMS, LLC BUILDING THE GREATEST 1175 ATLANTIC BLVD. Checked PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET S7ALEDATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS 0/27/2014 CBG 141010 1.1 WWW.ROtJGHBROS.COM 11/4" SQ. INTERMEDIATE IN, BOW O RB -212 DOUBLE \ SNAPLOCK [5212] �� 1.315 DIA. GALV. BRACE IN, I'll � W/ -/g" DIA. HOLES 1/2" FROM EA. END [70491 ] �� ARCH 14GA. STEEL \ GUTTER [SO10014] 5A6" X 21/4" HEX HD. BOLT & NUT [2GB31X225HH] 0 0 A z POLY ARCH 14GA. STEEL GUTTER SADDLE [SO10214] 4x4 POST (REF. DWG 1.0 FOR POST INFORMATION DIA. GABLE BRACE - ELEV. SCALE: 3/4" oni v I nr„ K WIRE 1 P1-0010] fE #1) DOUBLE SNAPLOCK #12X1"HEX HD TEK SCREW [2GT12X10OHH] SCALE: 6" = 1'-0" nn n4 n n^1 1m1 C /—POLY LOCK WIRE INSERT [1 PI -0010] (SEE NOTE #1) —RB -212 DOUBLE SNAPLOCK [5212] —11/4." SQ. GABLE BOW JAIL SIA. GALV. W/4/8" DIA. HOLE FROM EA. END [7 5/16" X 1" HEX HD. BOLT & NUT [2GB31X10OHH] ARCH 14GA. STEE GUTTER [SO10014 D DIA. GABLE BF 1.2 SCALE: 6" = 1'-0" **NOTES** 1. PUSH DOWN UNTIL FIRMLY SEATED & SNAPS INTO PLACE ALONG ENTIRE LENGTH OF WIRE LOCK BASE — OVERLAP WIRE 3" MIN. DIA. GABLE BRACE - PLAN SCALE: 3/4" = 1'-0" 1.315 DIA. GALV. BRACE W/ -yg" DIA. HOLES 1/2" FROM EA. END [70491 ] RB -212 DOUBLE ARCH 14GA. STEEL SNAPLOCK [5212] GUTTER [SO10014] i • ,d 10 1. a No 64923 w s • S%. STATE F : J.- "•r -, rr�i a(yN p1X- Ili ! 1 y ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DIGN OF STRUCTURAL COMPONENTS ONLY ARCH 14GA. STEEL GUTTER [SO10014] DIA. GABLE BRACE - ISOMETRIC SCALE: 3/4" = 1'-0" THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. MZ4:kVI6-i= I Total Greenhouse Service: Design * Fabrication * Installation * Parts * Repair Service mom, GREENHOUSE FOR _RB-- • ATLANTIC BEACH URBAN FARMS, LLC -• ~ m BLVD D- '• _ mmCINCINNATI, OH 45217 �— -• : (513)242-0310• • • • • • i 1, A NORTH GABLE ELEVATION 2.0 SCALE: 3/8" = 1'-0" 0 0 W z Spjj► No 64323 STATE F " 4/` a• 000. t, •. ,� : ,,,. 'ON AV. ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIN OF STRUCTURAL COMPONENTS ONLY X 60" INLET 3 CORRUGATED METAL ROOF 'ROLLED INSULATION 5GA GALV. STEEL TS RRUGATED METAL GABLE 'ROLLED INSULATION ID TO CONCRETE PAD MED ALUMINUM )TCH AND CAULK :R) THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. otal Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance :�I1\NORTH GABLE ELEVATION GREENHOUSE FOR ROUGH BROTHEPA INC. 1175 ATLANTIC BLVD. GREATESTBUILDING THE PLACES FOP PLANTS ATLANTIC BEACH, FLORIDA 32233 5513 VIN E STREET SCALE �• 141010 __• • - • • • • •• .=:• •„ 71' N 11/4" SQ. 14ga GALV. STEEL VENT BOW 7'-10j" (TIP.) 31'-6" J B A SOUTH GABLE ELEVATION 2.01 SCALE: 3/g" = 1'-0" 31'-6" ��'u�arNRal► SF No 64323 1 ° .° STATE F'}/'� � V� .`• � � °°r `Vi1 •° aaae+��s�O R 1114611111,11 /ON A` 1 v ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY 61 \R POLYCARBONATE kNEL iGA GALV. STEEL TS BLE H—SPLICE 'UNNEL FLOW EXHAUST MED ALUMINUM ►TCH AND CAULK R) THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET. I CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. 16'-0" T/0 POST 00 I T/0 FORMED UPPER COOLING PAD GIRT 0'-0" ELEV. 9 0 0 N I 0 0 0 a N A N T/0 FORMED LOWER COOLING PAD GIRT � I i N T/0 GIRT IL i I' N II L I it T/0 GIRT i 1'-34" 2 -- /2.1— _—_-- I 3 I 2.1 /I Iil - i II \ L G T/0 GIRT I' I I I T/0 GIRT III II II II II II III � s / I I o I'I 0 III II I II II ISI I I T/0 GIRTt'_ I I' I I I 11/4" SQ. 14ga GALV. STEEL VENT BOW 2" SQ. 15ga GALV. — STEEL GABLE BOW 4 YEAR 6MIL. CLEAR DIFFUSED ROOF POLYETHYLENE FILM II \ I II it I I I I I I'I ISI I I — I II II Y II II II III I I I I ISI o A I'I 0 I I I�I y_.'L111 II — L — L LI 2.2 2.2 I I I'IJ L T1 ISI III ISI Ti I ILL / I III I IIII I'I I / In / II,I I I I D • i I I I I 2.2� �/ III I I I 2.2 // /� / 1 1 2.2 ISI I / � IIII III I �/ 1I1 I I II !I II II I II II I,I II I — — — — — — — — — — — — — — — — — — — — — — 44 — — — — — — — 6'-7" -2#-0 I 5'-4" 1'-0" 10'-4" 6'-0" X 7'-0" FULL 5' HIGH X 5' WIDE 5' HIGH X 10' WIDE GLASS VISTAWALL DOOR VISION WINDOW VISION WINDOW 31'-6" 63'-0" B NORTH GABLE PARTITION ELEVATION SCALE: 3/8" II II III ISI I I II II II II III I I III I I ISI B I I I I 2.2 I II II I i ORR- INNIS WHITE CORRUGATED METAL GABLE PANEL W/ ROLLED INSULATION TO EXTEND TO CONCRETE PAD BRONZE CORRUGATED METAL ROOF PANEL W/ ROLLED INSULATION FORMED 12GA. UPPER COOLING PAD GIRT I 4'-0" HIGH X 63'-0" LONG EVAPORATIVE COOLING PAD I I I I FORMED 12GA. LOWER COOLING PAD GIRT I 4'-5" l 4'-0 j„ 1--o" 7'-10j" (TYP.) 31'-6" ,r�rlYtt•i/1t��j` 4®� °••moi+ a No 84323 r e * r w a .�h :*• STATE F f V 10 ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY 3'-6" X 7'-0" 1HR FIRE RATED CECO STEEL DOOR THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES 50 IN CONFIDENCE AND AGREES THAT IT SHALL NOT .BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. Total Greenhouse Service: Design III Fabrication * Installation * Parts *-Maintenance SOUTH GABLE PARTITION ELEVATION R01 GREENHOUSE FOR ROWH BROTHM NC. ATLANTIC BEACH URBAN FARMS, LLC1175 ATLANTIC BLVD.BUILDING PLACES • a• FOR .FLORIDA 32233 5513 VINE STREET SCALE �. OH 45217 CONTRACT NO FA rL w i #12X1"HEX HD TEK SCREW [2GT12X100HH] 1/16" FORMED ALUMINUM 33/4" X 87/8" X 120" LG [AFR062-375887] (FIELD NOTCH AND CAULK AT GUTTER) 2"X4" 11 ga. GALV. STEEL TUBE GIRT NOTCHED @ POST #12X1"HEX HD TEK SCREW [2GT12X100HH] I I ALUM. 2" SQ. CLAMP - SINGLE [A233-2002] #12X1"HEX HD I TEK SCREW [2GT12X100HH] / I CORNER POST i (REF SHEET 1.01) I 2" SQ. GALV. STEEL TUBE GIRT [7S200015G] ii ----- -� ---- --- - ------ LLLJ CORNER POST JA H -SPLICE AND GUTTER 5" CORNER SECTION @ POLY ARCH (8mm) SCALE: 6" = 1'-0" I I I 1/8" ALUM. ANGLE [2GB31 X100HH] I i 3/4'X3/4"X8"LIS ON SIDEWALL o a POST INFORMATION [5CO15-008] AND CENTER OF GUTTER ON GABLE p I 2"X4" 11 ga. GALV. STEEL I n- I TUBE GIRT NOTCHED w I I ® POST 8mm STRUCTURED - o X GLAZING PANEL N Z [9PC08] '- w OX X "PBR" PANEL BY 'MBCI' z_ I w J o� Qo -Cv z (INSULATION NOT w X °- 8mm DOUBLE -� I I v UJ z _j H -SPLICE [5171 ] 0 oa Of Uj 00 #12X1"HEX HD TEK SCREW [2GT12X100HH] 1/16" FORMED ALUMINUM 33/4" X 87/8" X 120" LG [AFR062-375887] (FIELD NOTCH AND CAULK AT GUTTER) 2"X4" 11 ga. GALV. STEEL TUBE GIRT NOTCHED @ POST #12X1"HEX HD TEK SCREW [2GT12X100HH] I I ALUM. 2" SQ. CLAMP - SINGLE [A233-2002] #12X1"HEX HD I TEK SCREW [2GT12X100HH] / I CORNER POST i (REF SHEET 1.01) I 2" SQ. GALV. STEEL TUBE GIRT [7S200015G] ii ----- -� ---- --- - ------ LLLJ CORNER POST JA H -SPLICE AND GUTTER 5" CORNER SECTION @ POLY ARCH (8mm) SCALE: 6" = 1'-0" CORNER SECTION @ A -FRAME (METAL PANEL SCALE: 6" = 1'-0" 3'-0" 24" a 1'-0" i 1'-0" i 94» "R" PANEL FASTENER PLACEMENT DETAIL @ INTERMEDIATE SUPPORTS SCALE: 3" = V-0" ALUM. 2" SQ CLAMP - SINGLE [A233-2002] 8MM STRUCTURED GLAZING PANEL ALUM 8MM DOUBLE H -SPLICE (6'-0" O.C.) FIELD CUT TO LENGTH FROM 24'-0" LENGTHS [5171] #12X1"HEX HD GALV TEK SCREW [2GT12X100HH] - 3" ROLLED INSU 12-14x11/4"L SELF -DRILLER H [FASTENER #3] CORRUGATED ME "PBR" PANEL B' 2" SQ. GALV STEEL I TUBE GIRT [7S200015G] I I r I 4SQ. POST (REF DWG 1.0 FOR POST INFORMATION) GIRT SECTION @ POLY ARCH (8mm SCALE: 6" = 1'-0" ALUM. 2" SQ CLAMP - SINGLE [A233-2002] #12X1"HEX HD GALV TEK SCREW [2GT12X100HH] 2" SQ. GALV STEEL TUBE GIRT [7S200015G] 4SQ. POST (REF DWG 1.0 FOR POST INFORMATION) GIRT SECTION @ A -FRAME (METAL PANEL SCALE: 6" = V-0" 1/4-14 x 7/8" LONG -LIFE LAPTEK w/ WASHER [FASTENER #4] ® 20" O.C. 1/2" x 3/32" TAPE SEALANT (CONTINUOUS 1/2" x 3/32" TAPE SEALANT @ END LAP) (BETWEEN END LAP TAPE AND END OF PANEL ® EAVE ONLY) 6 SIDE LAP DETAIL 2.1 SCALE: 3" = 1'-0" #12 X 11/2" GALV. TEK SCREW [2GT12X1 W/11/8" 0. D. BO WASHER [2W12B -1125] ® 18" 0 8MM STRUCTURE GLAZING PANEL '/16 X 3" ALUM FLASHING [AL062-030010: #10X3/4"PAN STAINLESS STEEI [2SSB10XO75PH_ RB -212 DOUBLE SNAPLOCK [521: BOTTOM SEAL F1 ASTRAGAL [521 1/16" X 3" ALUM FLASHING [AL062-030010: 2"SQ. 15GA ROC BOW 1/4" X 3" GALV. H.H. BOLT & NU [2GB25X300HH] 1/4" X 13/4" GAL H.H. BOLT & NU [2GB25X175HH] 3'-0" 2�"7» 5» 7» 5„ 7» 2 j» L SPO, No 64323 ww • • � p • w ♦ r "R" PANEL FASTENER PLACEMENT DETAIL @ PANEL ENDS '-°.••,Sj o�aP,� �. `ttr.�S •a r.• R•w•w*. _ 4 a` ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY SCALE: 3" = V-0" 2" SQ. GALV STEEL TUBE GIRT [7S200015G] INTERMEDIATE PANEL FASTENING DETAIL @ POLY ARCH (8mm) SCALE: 6" = 1'-0" 10GA GALV STEEL CLIP TO MOUNT CENTER ARCH GABLE POST (021019-FB07) II I. II II 11 II II II 5/16" X 1" HEX HD.--' I I I METAL "R" PANEL TO START AT [2GB31 X100HH] I i CENTER OF POST ON SIDEWALL POST INFORMATION I AND CENTER OF GUTTER ON GABLE p I 2"X4" 11 ga. GALV. STEEL I n- I TUBE GIRT NOTCHED w I I ® POST � I I CORRUGATED METAL I I ALUM. 2" SQ. OX X "PBR" PANEL BY 'MBCI' ( I CLAMP - SINGLE I w w/ 3" ROLLED INSULATION I I [A233-2002] -Cv z (INSULATION NOT WSHOWN FOR CLARITY) I I CORNER POST #12 X 1" HEX HD (REF SHEET 1.01) Of Uj I TEK SCREW z I I [2GT12X100HH] #12 X 1" HEX HD Uj 12-14 x 11/4" LONG -LIFE TEK SCREW SELF -DRILLER w/ WASHER I [2GT12X100HH] o [FASTENER #3] I , 1/g" ALUM. CLIP 2" X 2" X 2" LG. II I [AC135-2004] 2" SQ. GALV. STEEL TUBE GIRT 7S200015G [ ] Qo I Cif� -�-------------- w z _j I! oQ U C� 51/2" x 61/2" 1/2" X 3/32" TAPE ---- ----------- FORMED CORNER SEALANT BY 'MBCI' FLASHING BY 'MBCI' CORNER SECTION @ A -FRAME (METAL PANEL SCALE: 6" = 1'-0" 3'-0" 24" a 1'-0" i 1'-0" i 94» "R" PANEL FASTENER PLACEMENT DETAIL @ INTERMEDIATE SUPPORTS SCALE: 3" = V-0" ALUM. 2" SQ CLAMP - SINGLE [A233-2002] 8MM STRUCTURED GLAZING PANEL ALUM 8MM DOUBLE H -SPLICE (6'-0" O.C.) FIELD CUT TO LENGTH FROM 24'-0" LENGTHS [5171] #12X1"HEX HD GALV TEK SCREW [2GT12X100HH] - 3" ROLLED INSU 12-14x11/4"L SELF -DRILLER H [FASTENER #3] CORRUGATED ME "PBR" PANEL B' 2" SQ. GALV STEEL I TUBE GIRT [7S200015G] I I r I 4SQ. POST (REF DWG 1.0 FOR POST INFORMATION) GIRT SECTION @ POLY ARCH (8mm SCALE: 6" = 1'-0" ALUM. 2" SQ CLAMP - SINGLE [A233-2002] #12X1"HEX HD GALV TEK SCREW [2GT12X100HH] 2" SQ. GALV STEEL TUBE GIRT [7S200015G] 4SQ. POST (REF DWG 1.0 FOR POST INFORMATION) GIRT SECTION @ A -FRAME (METAL PANEL SCALE: 6" = V-0" 1/4-14 x 7/8" LONG -LIFE LAPTEK w/ WASHER [FASTENER #4] ® 20" O.C. 1/2" x 3/32" TAPE SEALANT (CONTINUOUS 1/2" x 3/32" TAPE SEALANT @ END LAP) (BETWEEN END LAP TAPE AND END OF PANEL ® EAVE ONLY) 6 SIDE LAP DETAIL 2.1 SCALE: 3" = 1'-0" #12 X 11/2" GALV. TEK SCREW [2GT12X1 W/11/8" 0. D. BO WASHER [2W12B -1125] ® 18" 0 8MM STRUCTURE GLAZING PANEL '/16 X 3" ALUM FLASHING [AL062-030010: #10X3/4"PAN STAINLESS STEEI [2SSB10XO75PH_ RB -212 DOUBLE SNAPLOCK [521: BOTTOM SEAL F1 ASTRAGAL [521 1/16" X 3" ALUM FLASHING [AL062-030010: 2"SQ. 15GA ROC BOW 1/4" X 3" GALV. H.H. BOLT & NU [2GB25X300HH] 1/4" X 13/4" GAL H.H. BOLT & NU [2GB25X175HH] 3'-0" 2�"7» 5» 7» 5„ 7» 2 j» L SPO, No 64323 ww • • � p • w ♦ r "R" PANEL FASTENER PLACEMENT DETAIL @ PANEL ENDS '-°.••,Sj o�aP,� �. `ttr.�S •a r.• R•w•w*. _ 4 a` ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY SCALE: 3" = V-0" 2" SQ. GALV STEEL TUBE GIRT [7S200015G] INTERMEDIATE PANEL FASTENING DETAIL @ POLY ARCH (8mm) SCALE: 6" = 1'-0" 10GA GALV STEEL CLIP TO MOUNT CENTER ARCH GABLE POST (021019-FB07) II I. II II 11 II II II 5/16" X 1" HEX HD.--' BOLT & NUT [2GB31 X100HH] 4" SQ GABLE POST I (REF. DWG 1.02 FOR POST INFORMATION I 5/6"X3"HEX HD. BOLT & NUT (FIELD DRILL) [2GB31 X300HH] 2" SQ. GABLE BOW GABLE POST SECTION AT APEX SCALE: 3" = 1'-0" #12 X 1" H.H GALV. TEK [2GT12X100HH] 3/16"X21/2"X2" ALUM. ANGLE CLIP [AC129-1502] GABLE POST REFER TO PAGE 1.01 FOR POST DETAILS GABLE POST CONNECTION TO GABLE BOW SCALE: 3" = V-0" THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance GABLE SECTIONSD DETAILS - • •- RBINI GREATESTi'� ATLANTIC BEACH URBAN FARMS, LLC ROUGH BROTHEPA INC. BUILDING THE c• FOR PLANTSBEACH,ATLANTIC FLORIDA 5513 MNE STREET SCALECONTRACT NO. SHEET NO. OH 45217 1 8MM STRUCTURED GLAZING PANEL I_1>�>fI�EI�.1��ItZ•1�I1� H—SPLICE (6'-0" FIELD CUT TO LEN FROM 24'-0" LEN( [5171] #12X1"HEX HD SCREW [2GT12X10( CONTINUOUS BEAD CAULK [1 PA—PNP- T (REF DWG 1.02 POST INFORMATION) X 11/2" CONT. 1/8" ALUM. LE X 288" LG W/ 17/64" HOLES ON 11/8" LEG O.C. (FIELD CUT) X 11/4" GALV. NAIL—IN RIVET 4" O.C. [2RIVET25X125] BASE ANGLE SECTION @ POLY ARCH (8mm SCALE: 6" = V-0" 8MM STRUCTURED GLAZING PANEL 11/8" X 11/2» CONT. 1/8" ALUM. #12 X 11/2" GALV. TEK ANGLE X 288" LG w/ 17/64" SCREW [2GT12X150HH] DIA. HOLES ON 11/8" LEG W/11/8" O.D. BONDED 24" O.C. (FIELD CUT) WASHER [2W12BOND —1125] ® 18" O.C. 1/4." X 11/4" GALV. NAIL—IN RIVET ® 24" O.C. [2RIVET25X125] liil 4 i CONTINUOUS BEAD OF NP1 �A CAULK [1 PA—PNP-1 ] U 3" ROLLED INSU CORRUGATED M[ "PBR" PANEL B' 12-14x11/4"L SELF—DRILLER H [FASTENER #3] CONTINUOUS BE CAULK [1PA—Pk LJ INTERMEDIATE PANEL FASTENING DETAIL @ BASE ANGLE @ POLY ARCH (8mm) SCALE: 6" = V-0" T (REF DWG 1.02 POST INFORMATION) X 11/2" CONT. 1/8" ALUM. _E X 288" LG W/ 17/64" HOLES ON 11/8" LEG CSD O.C. (FIELD CUT) X 11/4" GALV. NAIL—IN RIVET 4" O.C. [2RIVET25X125] BASE ANGLE SECTION ® A—FRAME (METAL PANEL SCALE: 6" = V-0" 3" ROLLED INSULATION VERT. GASKETE'o GLASS HOLLOW BAR [5241 ] CORRUGATED I I TEMPERED GLASS METAL "PBR" PANEL BY MBCI I I 2 SQ GALV GLAZING I d I 1/2" ( I STEEL TUBE GIRT I #8 x HEX HD 12-14 x 11/4" I I I i [7S120015G] HORIZ. GASKETED GLASS T -BAR [5242] I I TEK SCREW i [2SST08X050HH] LONG LIFE SELF — i I I ALUMINUM CHANNEL DRILLER WASHER `^1/ I I I 12GA GALV STEEL CLIP ALUM. GASKET[ D GLASS I I LUG [AC246-0871 ] [FASTENER #3] I I 2" X 2" X 2" LG. GLAZING BAR AP [5244] I [SC12200200-2004] I I CAULK AROUND WINDOW OPENING I `� I I 12 x 1 HE HD # /2 I I POST (REF DWG 1.01 I SMS SCREW ® O.C. F FOR POST INFORMATION) I I 1--#12 X1" HEX HD TEK [2SSM12X050H ] 31/4" X 13/4" X 5/g" I „ I SCREW, (TYP. 4 PER HEADER TRIM 'MBCI' I CLIP) [2GT12X100HH] CAULK AROUN 1 /g" X 2" X 2" ALUM. BY I. I WINDOW OPENI G r� ANGLE CLIP X 17/16" " #12 x 1/2 HEX HD �, ar n as 1/8 X 2 X 2 ALUM. JAMB TRIM [FL 23] I LG. [AC135-1434] SMS SCREW ® 9" O.C. I ANGLE CLIP X 17/16" BY 'MBCI' [2SSM12X050HH] I LG. [AC135-1434] "PBR" I #12X1"HEX HD TEK ALUM. GASKETED GLASS L I PANEL UTSIDE CLOSURE STRI `� I SCREW (TYP. 4 PER GLAZING BAR CAP [5244] I '—POST (REF DWG 1.01 I �� [HW -456] w/1 x3/32 I I CLIP) [2GT12X100HH] FOR POST INFORMATION) TAPE SEALANT HORIZ. GASKETED GLASS i [HW -507], BY ''MBCI' i I 12GA GALV STEEL CLIP T—BAR [5242] I ALUMINUM CHANNEL I 2" X 2" X 2" LG. LUG [AC246-0871 ] 12-14 x 11/4" I I I [SC12200200-2004] TEMPERED GLASS I LONG—LIFE SEL: — I I GLAZING I DRILLER w/ WASHER i I I I 8 x 1 "HEX HD /2 [FASTENER #3112" Q GALV VERT. GASKETED GLASS ( TEK SCREW# I I I STEEL TUBE GIRT BAR [5241] I [2SST08X 50HH]HOLLOW CORRUGATED —_ [7S120015G] METAL "PBR" I PANEL BY 'MBC!' 3" ROLLED INSULATION c GLASS T—BAR SECTION @ TOP OF VISIOND WINDOW GLASS T—BAR T BAR SECTION @ BASE OF VISION WINDOW 2.2 j SCALE: 6" = V-0" 2.2J SCALE: 6" = V-0" POST (REF DWG A AA FOR POST INFOR 1/8" X 2" X 2" ANGLE CLIP X 1 LG. [AC135-143, #12X1"H.H.TI (TYP. 4 PER CLI [2GT12X100HH] HORIZ. GASKETEI T—BAR [5242] 5/3;x" TEMPERED GLASS ALUM. GASKETED GLASS '#12 x 1/2" HEX HD SMS SCREW GLAZING BAR CAP [5244] 0 9" O.C. [2SSM12XO50HH] HORIZONTAL BAR CONNECTION SECTION @ 4SQ POST SCALE: 6" = V-0" VERT. GASKETED GLASS HOLLOW BAR [5241 ] as 11/2» x 1/8» ANGLE x 3/4" LG i-0752] /2" H. H. `.REW GASKETED GLASS T—BAR [5242] T—BAR TO END BAR DETAIL SCALE: 6" = V-0" STATE F 4.00 0 R tDP;`�►i ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. m :4 2 LVI 11011 Is] Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance G BLE D DETAILS j/� Zv GREENHOUSE FOR ATLANTIC BEACH URBAN FARMS, LLC 1175 ATLANTIC BLVD. •--ATLANTIC BEACH, FLORIDA 05513 VINE STREET !I . m • • • OH 45217 i I 11/8" X 11/2" CONT. 1/8" ALUM. ANGLE X 288" LG W/17/64" DIA. HOLES ON 11/8" LEG 24" O.C. (FIELD CUT) CONTINUOUS BEAD OF NP1 CAULK [1 PA—PNP-1 ] #12X1"HEX HD TEK SCREW ® 24" O.C. [2GT12X100HH] 1/16" ALUM 8" WIDE FLAT PLATE FOR TOP COOLING PAD FLASHING 36" X 60" INLET SHUTTER (SEE DWG 7.2 FOR INSTALLATION) I ALUM. 2" SQ CLAMP — — SINGLE [A233-2002] 2" SQ GALV STEEL TUBE GIRT [7S120015G] — (2) RUNS FOR INLET SHUTTERS #12 X 1" HEX HD TEK--/ N SCREW, (TYP. 2 PER s CLAMP) [2GT12X100HH] t Y� � FORMED 'A6" ALUM BOTTOM COOLING PAD FLASHING U #12X1"HEX HD TEK SCREW, @ 24" O.C. IN TOP AND BOTTOM LEGS OF FLASHING [2GT12X100HH] �S m U F 0 s + POST (REF DWG 1.01- i' FOR POST INFORMATION) 3" ROLLED INSULATION CORRUGATED METAL "PBR" PANEL BY 'MBCI' 12-14 x 11/4" LONG—LIFE SELF— DRILLER w/ WASHER I [FASTENER #3] 1.315"0 JOIST STRINGER (SEE 4.0 AND 4.2 FOR INFORMATION) FORMED 12GA UPPER COOLING PAD GIRT ATTACHED TO POST W/#12 X 1" HEX HD TEK SCREW [2GT12X100HH] 4'-0" TALL EVAPORATIVE COOLING PAD SYSTEM FORMED 12GA LOWER COOLING PAD GIRT ATTACHED TO POST W/ #12 X 1" HEX HD TEK SCREW [2GT12X100HH] COOLING PAD SUPPORT BRACKETS BY PAD SUPPLIER ATTACHED TO GIRT w/ (2) #12 X 1" HEX HD TEK SCREWS [2GT12X100HH] JAMB TRIM [FL -23] BY 'MBCI' (11(: "PBR" PANEL OUTSIDE CLOSURE STRIP [HW -456] W/ 1/2"x3/32" TAPE SEALANT I [HW -507], BY 'MBCI' 12-14 x 11/4" LONG—LIFE SELF— DRILLER w/ WASHER [FASTENER #3] CORRUGATED METAL "PBR" PANEL BY 'MBCI' 3" ROLLED INSULATION 11 rA COOLING PAD w INLET SHUTTERS SECTION 2.3 SCALE: 3" = 1'-0" 601111111811.0 1 Ifi k'PL .. RVAq No 64323 '4* STATE F ® R '. ®O A1.E ar ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY sC 40 THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 PINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WTHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No. By Date GABLE SECTIONS AND DETAILS 1. 2' GREENHOUSE FOR 3' Rmlim H BR0�1�I�INCe ATLANTIC BEACH URBAN FARMS, LLC 4' 1175 ATLANTIC BLVD. Checked BUILDING THE GREATEST PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY I CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 110/27/2014 CBG 141010 2.3 WWW.ROUGHBROS.COM 11 O 3. 0 N 0 z z 8'-0" X 10'-0" INSULATED STEEL OVERHEAD DOOR WHITE CORRUGATED METAL SIDEWALL PANEL W/ ROLLED INSULATION TO EXTEND TO CONCRETE PAD 16'-0" T/0 POST N i� T/0 GIRT �o I N ih T/0 GIRT II Awl I I ih T/0 GIRT II I >; ih T/0 GIRT II 0'-0" ELEV. IV 1'-11" 8'-2" 12'-0" (TYP.) BRONZE CORRUGATED METAL ROOF PANEL W/ ROLLED INSULATION 1.1315"0 SIDEWALL BRACE 2" SQ. 15ga RIDGE 4 YEAR 6MIL. CLEAR DIFFUSED ROOF POLYETHYLENE FILM d�0 DOUBLE SNAPLOCK [5212] -------------------------- (1 II II II II II II II II II II II II II II II II II II II II II it II II II 11 II II II II II II II II II II II II II II II II II II II II II II 'I II II II I II II it II II II II II II II II II II II I II II II I I E II II II II II II II II II II II II II II II II 31 II II II II II II II II II II II it II II II II i _ II II II II li II II II II II II II II II II II I II II II II II II II II II II II II II II II II II D II B C �I 3.1 I I 1.03 3.1 ------------------ i 3. 3.1 _____ _____ _____ ___ ----- ----- ----- ----- ----- I II I F 1 -- ----- 1'-11" 3'-6" 3'-0" 3'-6" X 7'-0" CECO 4'-0j" 81, 4'-1 3'-6" X 7'-0" CECO STEEL DOOR STEEL DOOR 3'-0" X T-0" FULL GLASS VISTAWALL DOOR I � 132'—p,. I Al A2 1 2 3 4 5 6 7 8) 9 10 ('A WEST SIDEWALL ELEVATION 3.0 SCALE: 3A6" = 1'-0" 4 YEAR ROOF POLMETHYLENE IL. CLEAR DFILMIFFUSED � 2" SQ. 15ga RIDGE � (SEE DWGPOLY HSR ROOF VENT � 1.1315"0 SIDEWALL BRACE 7\ Y. DOUBLE SNAPLOCK [5212] 8MM DOUBLE H—SPLICE [5171] 2"x4" 11 ga GALV. STEEL----- TUBE GIRT (4) RUNS 8MM CLEAR POLYCARBONATE- 1A6" OLYCARBONATE- 1/j6" FORMED ALUMINUM (FIELD NOTCH AND CAULK AT GUTTER) — --- — --— IFF---- - — ____III `_ II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II II II II II II II II II II II II II II OPP E II II II II II II II II II II II II II II it II II II II II II II II II II II II II 11 II it II 3'1 I II II II � II II II II II II II II II II II II II it I C t 3.1 t t t _— t t t t t --� 3.1 OPP F ----------------- — 3. 12'-0" (TYP.) 132'—O" 8MM DOUBLE H—SPLICE [5171 ] 2"x4" 11 ga GALV. STEEL TUBE GIRT (4) RUNS 8MM CLEAR POLYCARBONATE 'A6" FORMED ALUMINUM (FIELD NOTCH AND CAULK AT GUTTER) BRONZE CORRUGATED METAL ROOF PANEL W/ ROLLED INSULATION WHITE CORRUGATED METAL SIDEWALL PANEL W/ ROLLED INSULATION TO EXTEND TO CONCRETE PAD 16'-0" T/0 POST , II II �c D 3.1 I I I) T/0 GIRT = i II 31 II N T/0 GIRT II II N T/0 GIRT 5 4 3 2 EAST SIDEWALL ELEVATION No 64323 •+ SCALE: 3/16" = 1'-0" ' STATE Fw A� q, l 0p rjj� pNq` r�a��o ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY T/0 GIRT In 0'-0" ELEV. A2 Al THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET. CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance Na. By Date lob, 1. SIDEWALL ELEVATIONS 2.RBIGREENHOUSE FOR 3. H BRO HERSyINC. ATLANTIC BEACH URBAN FARMS, Checked LLC 4' BUILDING THE GREATEST 1175 ATLANTIC BLVD. PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT N0. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 3.0 WWW.R00C4iBROS.COM �1 or ALUM. 2" SQ CLAMP - SINGLE [A233-2002] — 8MM STRUCTURED GLAZING PANEL— ALUM 8MM DOUBLE--� H -SPLICE (6'-0" O.C.) I - FIELD CUT TO LENGTH FROM 24'-0" LENGTHS I I [ 5171 ] 2"X4" 11 ga. GALV STEEL I I I TUBE GIRT NOTCHED II I AT POST J I N11 I 4SQ. POSTREF DWG 1.0 FOR POST T ( X12 X 1" HEX H® I I INFORMATION GALV TEK SCREW I I } [2GT12X100HH] 3" ROLLED INSU 12-14x11/4"L SELF -DRILLER H [FASTENER #3] CORRUGATED ME "PBR" PANEL B' " GIRT SECTION @ POLY ARCH (8mm SCALE: 6" = 1'-0" SCALE: 3" = 1'-0" ALUM. 2" SQ CLAMP - SINGLE [A233-2002] #12X1"HEX HD GALV TEK SCREW [2GT12X1 OOHH] 2"X4" 11 ga. GALV STEEL TUBE GIRT NOTCHED AT POST 4SQ. POST (REF DWG 1.0 FOR POST INFORMATION) GIRT SECTION ® A -FRAME (METAL PANEL SCALE: 6" = 1'-0" fl 3'-0" T 9�" 3'-0" 24" i 7" _�_ 5" _�_ 7" 5" i 7" i 2j" "R" PANEL FASTENER PLACEMENT DETAIL ® PANEL ENDS 112-- .1 SCALE: 3" = 1'-0" a 0 En 1/4-14 x 7/8" LONG -LIFE LAPTEK w/ WASHER s [FASTENER #4] ® 20" O.C. 1/2" x 3/32" TAPE SEALANT (CONTINUOUS 1/2" x 3/;32" TAPE SEALANT END LAP) (BETWEEN END LAP TAPE AND END OF PANEL 0 EAVE ONLY) SIDE LAP DETAIL 3.1 SCALE: 3" = 1'-0" #12 X 11/2" GALV. TEK SCREW [2GT12X1 W/11/8" O.D. BOI WASHER [2W12B -1125] 0 18" 0 8MM STRUCTURE GLAZING PANEL 6/12 GALV. STEEL GUTTER [SO900] 6/12f''ALV. STEEL GUTTER SADDLE [S09C12] 4" SQ CAST ALUM POST TOP [1 CA -C ALUM, DRIP GUTTE POST (REF. DWG 1 FOR POST INFORM 1/8" ALUM ANGL- 11/8" X 11/2.p X (GUTTER CLOSUI (SEE NOTE #2) #10X3/4"HEX HD. TEK SCREW [2SST10X075HH- GLAZIN3 NC FOF2 CL A t SCALE: 6" = 1'-0" 2"X4" 11 ga. GALV STEEL TUBE GIRT NOTCHED AT POST GUTTER SECTION ® A -FRAME (METAL PANEL SCALE: 6" = 1'-0" 6/12 GALV. STEEL GUTTER SADDLE [SO902] ` 12 GALV. STEEL UTTER [SO900] #12 x 1" TEK SCREW, 24" O.C. (AT GUTTER SPLICE INSTALL 6" EITHER SIDE OF POST) 1/16" FORMED ALUM. CLOSURE FLASHING, 3/4"x13/8"0/4" (SEE NOTE #2) #14 x 7/8" LONG -LIFE LAP TEK w/ WASHER, SUPPLIED BY "MSCI" "PBR" PANEL OUTSIDE CLOSURE STRIP [HW -456] W/ 1/2" x 3/32" TAPE SEALENT [HW -507], BY 'MBCI' (8) 5A6" x 1" HEX HD BOLT & NUT w/ LEAD & GALV. WASHER (PLACE LEAD WASHER BETWEEN GALV. WASHER & GUTTER FOR SEAL) (SEE NOTE #1) CORRUGATED METAL "PBR" PANEL, BY 'MBCI' 1/2"X5"HEX HD BOLT & NUT [2GB5OX500HH] 1/8" ALUM ANGLE, 11/8" X 11/2" X 17/8" LG. (GUTTER CLOSURE) ARCH GALV. STEEL GUTTER [SO100] USE G.E. SILGLAZE II 1201 SEALANT [1 PA- P1201000LCT] IN THIS AREA TO FILL ANY VOIDS TO MAKE GUTTERS WATER TIGHT I �J SQ CAST ALUM. I I ALUM. DRIP GUTTER UTTER POST TOP I I [5019] 1 CA -0071 F] I POST (REF. DWG 1.01 FOR POST INFORMATION) SCALE: 3" = 1'-0" **NOTES** 1. PLACE TWO STRIPS OF PUTTYLASTIC TAPE IN CENTER OF GUTTER SPLICE TO CREATE A WATERTIGHT SEAL BETWEEN GUTTER SPLICE AND GUTTER. 2. SET EXTRUSION IN CONTINUOUS BEAD OF G.E. SILGLAZE II 1201 SEALANT [1 PA-Pl 20l OOCLCT] 3. FIELD CUT DOUBLE AND SINGLE H -SPLICE AS REQUIRED FROM 24'-0" LENGTHS SUPPLIED. ARCH GAL ' V. �TEEL GUTTER [SO.1,S'00] ARCH GALV. STEEL GUTTER SADDLE [SO102] 4" SQ CASTJ ALUM. POST TOP [' CA -00 ALUM. DRIP GUTTER POST (REF. DWG 1.1 FOR POST IP FORMA GUTTER SECTION ® POLY ARCH (8mm SCALE: 6" = 1'-0" 2" SQ.ALV. STEEL TUBE GI'RT [7S200015G] GUTTER POST (REF SHEET 1.01) i 2"X4" 11 ga. GALV. STEEL TUBE GI T NOTCHED ® POST` ---- ------ - -�- 1A 6" FLAT ALUMINC M PLATE 6" WIDE, 120" LG [AL062-060012000) #12X1"HEX HD TEK SCREW [2GT12X100HH] 12" 0. C. ALUM. SINGLE H -SPLICE [5203] (SEE NOTE #2 & #3) (8) 5/16" x 1" HEX HD BOLT & NUT w/ LEAD & GALV. WASHER (PLACE LEAD WASHER BETWEEN GALV. WASHER & GUTTER FOR SEAL) (SEE NOTE #1) 1/2" X 5" HEX HD BOLT & NUT [2GB5OX500HH] 12-14 x 11/4" LONG -LIFE SELF -DRILLER w/ WASHER [FASTENER #3] I I CORRUGATED METAL "PBR" PANEL, BY 'MBCI' w/3- ROLLED INSULATION i (INSULATION NOT SHOWN FOR CLARITY) I I ALUM. 2" SQ. CLAMP - SINGLE [A233-2002] I I I I 1/2" X 3/32" TAPE I SEALANT - - - 5" x 7" FORMED CORNER FLASHING - TO BE NOTCHED AT GIRT AND SANDWICHED BETWEEN 7GIRT AND H -SPLICE METAL "R" PANEL - J 8mm STRUCTURED w/ 3" ROLLED INSU ATI GLAZING PANEL [9PC08] (INSULATION NOT SHOWN FOR CLARII ) 8mm DOUBLE H -SPLICE [5171 ] - SET IN SILICONE 12-14 11/4" LONG -LIFE #12 X 1" HEX HD SELF -DRILLER w/ WASHER TEK SCREW [FASTENER #3] GUTTER POST [2GT12X100HH] 12'-0" 12'-0" TO ENTERLINE NEXT GUTTER POST TO CENTERLINE NEXT GUTTER POST F TRANSITION SECTION @ METAL PANEL TO 8mm 3.1 SCALE: 6" = 1'-0" SR(1�P�j , Cr ••,0E•N••• 1� ,► +• No 64323 • STATE e 9 o�J*Rt]l 11 l l�i` • ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, I CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. 2" SQ. 15ga HALF ROOF BOW W/ (1) SWEDGED END #12x 1" H.H. TEK SCREW [2GT12X100HH] 2" SQ. TUBE 15ga-/-\ 3//8" X 21/2" GALV. PURLIN [7S200015]1 H.H. BOLT I ° [2GB37X250] ALUM. 2" SQ. TUBE CLAMP- SINGLE [A233-2002] W Vf U F I 0 s 0 e � \o 1.315"0 14ga\ BRACE [7R131514G] PURLIN/BRACE DETAIL SCALE: 1 1/2" = 1'-0" 81 STRUT CONNECTION `i� JOIST (FRONT VIEW 4.0 SCALE: 3" Z F ALUM. 2" SQ. TUBE 4.0 �II 2" SQ. 15ga APEX BOW W/(2) SWEDGED MACHINE BOLT CLAMP [A233-2002] 3 "x 3" GALV. H.H. ENDS 2" SQ. 14ga I I ROOF APEX BOW G e� (2) #12 x 1 HH 12ga RIDGE GUSSET 11/4" SQ. 15ga 2 SQ. 15ga APEX BOW TEK SCREW ROOFBOW W/ 4.0 H W/(2) SWEDGED ENDS --------------------- SWEDGED END - - `4.0 �\ i 1 i H �- 2 SQ. 15ga HALF 4 i i H _--- �----� ROOF BOW ----------- �I A.1 APEX & BOW CONNECTION SCALE: 1 1/2" = 1'-0" 11/4" SQ. 14ga #12 x 1" H.H. TEK VENT BOW SCREW [2GT12X100HH] i / \ 1/4"ALUM. SPACER 2" SQ. STEEL TUBE 1" SQ HOLEENTERED RIDGE [7S200015] gg" 0 / [ASP250-10010043] 2" SQ. 15ga BRACE [75200015] 1.315"0 14ga BRACT [7R131514G] 3/8"x 3" H.H. MACH BOLT [2GB37X300H 2" 12ga U-BRACKE [S0491] 2" SQ. 15ga BRACE [7S2000015] 31'-6" JOIST ASSM. TRUSS BOW BRACING 1. D. # LENGTH/ TYPE QTY. 1Q 1341/4" 2" SQ. 15GA 2 ® 977/8" 1.315"0 2 ® 10511/16" 1.315"0 2 4.0 SCALE: 3/8" = 1'-0" STRUT CONNECTION B @ JOIST SECTION VIEW 4.0 SCALE: 3" = 1'-0" 2" SQ. TUBE "' ""' [A233-2002 11/4" SQ. 14c VENT BOW 2" SQ. 14go ROOF APEX BOW G i RIDGE SECTION (FRONT VIE 4.0 J SCALE: 3" = 1'-0" 2" SQ. 15ga RID(' #12x1"H.H.TE SCREW [2GT12X1 i 11/4" 14ga ROOF VENT BOW 3/8"x 3" GALV. H MACHINE BOLT 12ga RIDGE GUSE 2" SQ. 15ga TUB BRACE F RIDGE SECTION TOP VIE 4.0 SCALE: 3" = 1'-0" 31'-6" JOIST ASSEMBLY (2"x4" 14ga TOP CHORD W/ 2" -1515ga BOTTOM CHORD) 1/2" x 51/2" HEX HD GALV. BOLT & NUT I ril [2GB5OX550HH] O 2X4 14GA OR 50x100x2 TOP CHORD [7C51 B] I I 1/4" END PLATE (4) HOLE FOR 4 SQ I� POST Ll� O OI 2SQ 15GA OR 50x5Ox2 BOTTOM CHORD j I [7S2000015B-3735] 2" SQ. TUBE CLAMP [A233-2002] 5A6"x 41/2" H.H. MACHINE BOLT 0 VENT BOW [2GB37X500HH] 1/4" ALUM. SPACER 2" SQ. 15ga APEX BOW W/(2) SWEDGED ENDS 3/8"x 3" H.H. MACHINE BOLT [2GB37X300HH] RIDGE SECTION (R. SIDE VIEW) SCALE: 3" = 1'-0" II 6"x 1" GALV H.H. 13OLTW/ LEAD & ALV. WASHERS "x 4" CAST POST - TOP [1 CA -0071 ] 1/2" x 5" GALV. H.H. - OLT [2GB50X500HH] 2X4 14GA OR 50x10 TOP CHORD [7C51 B] 11/4" SQ. 14GA OR 30MM SQ 1.5 MM TUBE STRUT 1/4" END PLATE (4) HOLE FOR 4 SQ POST 2SQ 15GA OR 50x: BOTTOM CHORD - [7S2000015B-373: 1/2" x 51/2" HEX HI GALV. BOLT & NUT [2GB5OX550HH] — • No 84323 STATE F 41 Z. 1. 0 ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY DIFFUSED CLEAR 4YR6MIL POLYETHYLENE FILM WIRE LOCK INSERT / [1P1-0010] WIRE LOCK I 5/16"x 3" H.H. GALV. [5453] `�� BOLT & NUT ' [2GB31X300HH] 2" SQ. 15ga HALF ROOF BOW W/ (1) SWEDGED END I +� ._._ I I I I'� �► n I I II II I 1 L-___jL�J I I I I I I ' I I I , I GUTTER SECTION ® 4"x 6" POST SCALE: 6" = 1'-0" 2X4 14GA OR 50x100x2 TOP CHORD [7C51 B] — 11/4" SQ. 14GA OR 30MM SQ 1.5 MM TUBE STRUT HOLE FOR 4" SQ(4) POST 2SQ 15GA OR 50x5Ox2 BOTTOM CHORD [7S2000015B-3735] 1/2" x 51/2" HEX HD GALV. BOLT & N U T [2GB5OX550HH] JOIST CONNECTION ® POST SCALE: 1112" = 1'-0" POLY ARCH 12ga. STEEL GUTTER [S0100] POLY ARCH 12ga STEEL GUTTER SADDLE [SO102] ALUM. DRIP GUTTER [5019] 4"x 6" 11ga GUTTER POST 01= THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WMOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No. By Date TRUSS SECTION AND DETAILS 1. 2. GREENHOUSE FOR 3. H BRdI'HEFS,,INC. ATLANTIC BEACH URBAN FARMS, LLC 4' 1175 ATLANTIC BLVD. Checked BUILDING THE GREATEST PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY I CONTRACT NO, SHEET NO. CINCINNATI, OH 45217 (513)242-0310 1 AS NOTED 110/27/20141 CBG 141010 4.0 WWW.ROUGHBROS.COM 2" SQ. 15ga HALF #12x 1" H.H. ROOF BOW W/ TEK SCREW (1) SWEDGED END _ _ [2GT12X100HH] 2" SQ. TUBE 15ga 3/8" X 21/2" GALV. PURLIN [7S200015]1 H.H. BOLT [2GB37X250] 1 \ ALUM. 2" SQ. TUBE CLAMP— SINGLE 1.315"0 14ga",, [A233-2002] BRACE [7R131514G] A.2 PURLIN BRACE DETAIL 4.1 SCALE: 1 1/2" = V-0" R ,r 2" SQ. TUBE "' """ [A233-2002 111/4" SQ. 14(' VENT BOW 2" SQ. 14ga ROOF APEX BOW 11/4" SQ. 15ga ROOFBOW W/ SWEDGED END 2" SQ. 15GA BOTTOM CHORD" 1.315"0 14GA. — [141010—INTBBC] GALV. STRINGER RIDGE SECTION (FRONT VIEW SCALE: 3" = V-0" 1f U F I 0 6 ro SQ. 15ga RIDGE F 4.1 -- ----II 2 SQ. '15ga APEX BOW W/(2) SWEDGED ENDS I INTERMEDIATE BOW BRACING H.H. TEK 1. D. # LENGTH/ TYPE QTY. Q1 129 5/8" 2" SQ. 15GA 2 0 92 1/8" 1.315"0 2 ® 94 3A6" 1.3115"0 2 NOTE: QUANTITIES SHOWN ARE PER INTERMEDIATE BOW ASSEMBLY A TRUSS SECTION 4.1 SCALE: 3/8" = V-0" #12 x 1" H.H. TEK SCREW [2GT12X100 —11/4." 14ga ROOF VENT BOW %8"x 3" GALV. H.H. 1ACHINE BOLT 2ga RIDGE GUSSET 2" SQ. 15ga TUBE BRACE 2" SQ. TUBE CLAMP [A233-2002] 5/16"x 41/2" H.H. MACHINE BOLT 0 VENT BOW [2GB37X500HH] 2" SQ. 15ga APEX BOW W/(2) SWEDGED ENDS 3/8% 3" H.H. MACHINE BOLT [2GB37X300HH] RIDGE SECTION (R. SIDE VIEW) SCALE: 3" = V-0" ALUM. 2" SQ. TUBE - CLAMP [A233-2002] 2" SQ. 14ga ROOF APEX BOW M91 11/4" SQ. 14ga VENT BOW 1/4"ALUM. SPACER — 1" SQ. W/ CENTERED [Agg"0 HOLE SP250-10010043] 2" SQ. 15ga APEX BOW W/ (2) SWEDGED ENDS (2) #12 x 1" HH TEK SCREW [2GT12X100HH] 2" SQ. 15ga HALF ROOF BOW APEX & BOW CONNECTION SCALE: 1 1/2" = V-0" 5/16"x 1" GALb BOLT W/ LEAD GALV. WASHER 1A" x 3" GAL\I ...... BOLT [2GB5OX300HH] ', L--------- - I STRUT CONNECTIO E BOTTOM CHORD ONT VIE 4.1 J SCALE: 3" = V-0" 3/g"x 3" GALV. H.H. MACHINE BOLT 12ga RIDGE GUSSET #12 x 1" H.H. TEK SCREW [2GT12X100HH] 2" SQ. STEEL TUBE RIDGE [7S200015] F \ RIDGE SECTION (TOP VIE 4.1 SCALE: 3" = V-0" !11 I e` P*% i— -r r-%1 A T1— /tb. ^11 1 T':r-1^1 11 r T A 1 1 SCALE: 6" = V-0" 5/16"x 3" H.H. ALV BOLT & NUT [2GB31X300HH] 2" SQ. 15ga H� LF ROOF BOW W/ (' ) SWEDGED END POLY ARCH 12ga. STEEL GUTTER [S0100] 12GA INTERMED11 TE BOW GUTTER GUSSET PLATE [141010—INTBG? L] ALUM. DRIP GUTTER [5019] 2" SQ. 15ga INTERMEDIATEW BOTTOM CHORD [141010-1NTBB .% I �, �-. �, No 64323 r J o . STATE F 1. 4 014%. A`4'w. ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIG OF STRUCTURAL COMPONENTS ONLY 1.315"0 14ga BRACT [7R1 31514G] -3/8"x 3" H.H. MACHINE BOLT [2GB37X300HH] I II -2" 12ga U—BRACKET [141010—INTBUBR] --- 2" SQ. 15ga BRACE --__--_ [7S2000015] -1/2"x 3" H.H. MACHINE BOLT [2GB5OX300HH] 2" SQ. 15 GA BOTTOM CHORD [141010—INTBBC] STRUT CONNECTION BOTTOM CHORD (SECTION VIEW SCALE: 3" = V-0" (4) 1/2"x 3" H.H. GALV. BOLT & NUT [2GB5OX300HH] --------- ------- --- -�-------- � II 0 : i 12GA BOTTOM CHORD SPLICE [141010—INTBSPL] D BOTTOM CHORD SPLICE 1114- .1 SCALE: 6" = V-0" THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WTHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. •Total Greenhouse - •n * Fabrication * Inst• • • ••rts * Maintenance MOM - INTERMEDIATE BOW SECTION/DETAILS �I1\ am RBIN GREENHOUSE FOR ROUGH BRO'D ATLANTIC BEACH URBAN FARMS, LLC am 1175 ATLANTIC BLVD. BUILDING THE GREATEST PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 •. 5513 MNE STREET MAIMSCALE (513)242-0310 AS NOTED I 1 14101 '-' • • I m U F 0 61 ej z z M GABLE POST (REF SHEET 1.01) #12X1"HEX HD. TEK SCREW (TYP.) 1.315 DIA. TUBE CLAMP [A034-1003] #12X1"HEX HD. TEK SCREW (TYP.) 1.315 DIA. TUBE CLAMP ----- f [AO34-1003] I GABLE POST (REF SHEET 1.01) I I "2" SQ. TUBE CLAMP [AO34-1002] ATTACHED TO GIRT & POST W/ 2) #12 x 1" H.H. TEK SCREWS II I I #12X1"HEX HD. I I TEK SCREW (TYP.) I I ( 2"SQ. TUBE CROSS—TIE I I I I [7G2000015G-2880] 12X1"HEX HD. I ITEK SCREW (TYP.) I I 1.315 DIA. GALV. TUBE STRINGER [7R131514G] i i II jl ' I 1.315 DIA. TUBE CLAMP i I BOTTOM CHORD [AO34-1003] I 1.315 DIA. GALV. TUBE STRINGER [7R131514G] I I c STRINGER CONNECTION AT BOTTOM CHORD 1.315 DIA. GALV. TUBE STRINGER [7R131514G] I I 2"SQ. TUBE CROSS—TIE [7G2000015G-2880] I STRINGER CONNECTION A ® GABLE END TOP VIEW 4.2 SCALE: 6" = 1'-0" #12X1"HEX HD. TEK SCREW (TYP.) 2" SQ. TUBE CLAMP [A034-1002] ATTACHED TO GIRT & POST W/ 2) #12 x 1" H.H. TEK SCREWS "'" X I HEX HD. SCREW (TYP.) 15 DIA. GALV. TUBE 'INGER [7R131514G] STRINGER CONNECTION B @ GABLE END SIDE VIEW 4.2 SCALE: 6" = 1'-0" 5 DIA. TUBE CLAMP 34-1003] Q. TUBE CROSS—TIE 20000156-28801 5 DIA. TUBE CLAMP 34-1003] X 1" HEX HD. SCREW (TYP.) ��LE POST (REF SHEET 1.01) SCALE: 6" = 1'-0" **NOTES** STRINGERS ARE BE MOUNTED TO THE TOP OF THE BOTTOM CHORD (SEE DWG 4.1) I #12X1"HEX HD. TEK SCREW (TYP.) I ------ — -- --- II II II II 1.315 DIA. TUBE CLAMP I [A034-1003] I 1.315 DIA. GALV. TUBE STRINGER [7R131514G] BOTTOM CHORD STRINGER SPLICE AT BOTTOM CHORD SCALE: 6" = V-0" IN No 64323 ns ° • * r "A0:#° STATE F a r: Its ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIG 0 STRUCTURAL COMPONENTS ONLY THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS "THOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No. By Dote STRINGER CONNECTIONS 1. 2. GREENHOUSE FOR 3. R I,&. 4ROUGH 8F�'ll-Op�S,, INC. ATLANTIC BEACH URBAN FARMS, LLC 4' 1175 ATLANTIC BLVD. Che cked BUPLACES ILDING TFOR HE GPLAN SST ATLANTIC BEACH, FLORIDA 32233 By Dote 5513 VINE STREET SCALE DATE DRAWN BY I CONTRACT N0. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 4.2 WWW.ROUGHBROS.COM 6/12 12GA. STEEL GUTTER [S0900] 6/12 12GA. STEEL GUTTER SADDLE [SO902] 4" SQ CAST ALUM. GUTTER POST TOP [1 CA -0071 F] s ALUM. DRIP GUTTER [5019] le SPECIAL 6"X4" EXTERIOR 5POST GUSSET FOR BOLTED TRUSS 2X4 T.C. & B.C. F (ONE EA. SIDE) GUTTER POST (REF-----__ SHEET 1.01) 1/2" 5" HEX HD BOLT & CL NUT [2GB5OX500HH] 0 4.3 SCALE: 1/2" = V-0" TRUSS MEMBER SCHEDULE I.D. I.D. DESCRIPTIONS OTS 2"x4" 14GA. W/(4)9A6- HOLE BOLTED TOP CHORD EA. END, 2035/16" LG. lGJ TS 2"X4" 14GA. W/(4)9A6" HOLE BOLTED BOTTOM CHORD EA. END, 1127/16" LG. OTS 2" SQ 15GA. W/ (2)9/16" HOLE LONG DIA. TUBE EA. END, 1101/2" LG. 2" TS 2"X4" 14GA. W/ (4)9/16" HOLE BOTTOM CHORD TIE TUBE EA. END, 141" LG. 6/12 12GA. STEEL GUTTER [S0900] 6/12 12GA. STEEL GUTTER SADDLE [SO902] 4" SQ CAST ALUM. GUTTER POST TOP [1 CA -0071 F] s ALUM. DRIP GUTTER [5019] le SPECIAL 6"X4" EXTERIOR 5POST GUSSET FOR BOLTED TRUSS 2X4 T.C. & B.C. F (ONE EA. SIDE) GUTTER POST (REF-----__ SHEET 1.01) 1/2" 5" HEX HD BOLT & CL NUT [2GB5OX500HH] 0 4.3 SCALE: 1/2" = V-0" **NOTE**: PLACE TWO STRIPS OF PUTTYLASTIC TAPE IN CENTER OF GUTTER SPLICE TO CREATE A WATERTIGHT SEAL BETWEEN GUTTER SPLICE AND GUTTER. (8) 5/16" x 1" HEX HD BOLT & NUT W/ LEAD & GALV. WASHER (PLACE LEAD WASHER BETWEEN GALV. WASHER & GUTTER FOR SEAL) _ I 0 b� �d C -1i L= �I o 0 SCD 0 1 0 f %E POST GUSSET DETAIL I 4.3 SCALE: 3" = 1'-0" Z 2x4 BOLTED TOP CH( (SEE TRUSS MEMBER SCHEDULE) 2x4 BOLTED BOTTOM (SEE TRUSS MEMBER SCHEDULE) 2" SQ 15GA KNEE BF W/ (1) 9A6" HOLE EA. [7C1001 ] 1/2"x3"HEX HD BOLT & NUT [2GB50X300HH] STRAP [AO34-1003] AND (3) #12 X 1" HEX HD TEK SCREWS PER STRAP [2GT12X100HH] FORMED STEEL Z-PURLIN [S1260-6] 3/8"x1"HEX HD STRUT/PURLIN BRACKET FOR BOLT & NUT BOLTED Z-PURLIN TRUSS 2x4 [2GB37X100HH] TOP CHORD (ONE EA. SIDE) [SO9Z424L/R] ` 2x4 BOLTED TOP CHORD (SEE TRUSS MEMBER SCHEDULE) 1/2" x 3" HEX HD I BOLT & NUT [2GB5OX300HH] II I I 2" SQ 15GA STRUT W/ (1) 9/16" HOLE EA. END [7C1001] B TYP. PURLIN DETAIL 4.3 SCALE: 3" = V-0" F POST GUSSET DETAIL 4.3 SCALE: 3" = V-0" ECTAL 6"X4" INTERIOR )ST GUSSET FOR BOLTED USS 2X4 T.C. & B.C. NE EA. SIDE) iTTER POST (REF EET 1.01) " 5" HEX HD BOLT & IT [2GB5OX500HH] FORMED STEEL Z-PURLIN [S1260-6] STRUT/PURLIN BRACKET FOR BOLTED Z-PURLIN TRUSS 2x4 TOP CHORD (ONE EA. SIDE) [SO9Z424L/R] 2x4 BOLTED TOP CHORD (SEE TRUSS MEMBER SCHEDULE) 1/2"x3"HEX HD BOLT & NUT [2GB5OX300HH] 2" SQ 15GA STRUT W/ (1) 9/16" HOLE EA. END (TYP.) [ 7C1001 ] 6/12 12GA. STEEL GUTTER [S0900] 6/12 12GA. STEEL GUTTER SADDLE [S0902] 1.315" DIA. 14GA ROOF SWAY BRACING [70492] 3/8"x1"HEX HD - BOLT & NUT [2GB37X100HH] GUTTER POST (REF SHEET 1.0) 8 ;I x 1 HEX HD BOLT NUT Iw/ LEAD & GALV. WASHER (PLAICE LEAD WASHER BETWEEN GALV. WASHER & GUTTER FOR 3/8" x 11' HEX HD BOLT & NUT [2GB37X100HH] 12GA, STEEL ANGLE CLIP 21/2" x 2" W/ 1 2" DIA HOLE EA. LEG OFFSET IN 2' LEG [SC1220025OA2002] 1/2" 5" HEX HD BOLT & NUT [2GB5OX500HH] SCALE: 3" = V-0" 3/8"x1"HEX HD BOLT & NUT [2GB37X100HH] � 0 I GUSSET 2 TO 3 STRUT ADAPTOR [S0942-3] c 2X4 (3) STRUT CONNECTION 4.3 SCALE: 3" = V-0" O 0 1 2" SQ 15GA KNEE W/ (1) 9/16" HOLE [7C1001 ] G"STRUT KNEE 4.3 SCALE: 3" = V-0" 2" SQ 15GA STRUT W/ (1) 9/16" HOLE EA. END [7C1001 ] 1/2"x3"HEX HD BOLT & NUT [2GB5OX300HH] --- 2" SQ 15GA. BOLTED BOTTOM CHORD [071008-FB2] --KNEE/STRUT PLATE 12GA GUSSET FOR 2X4 BOTTOM CHORD [S09S444] BRACE EA. END BRACE 2" SQ 15GA STRUT W/ (1) 9A6" HOLE EA. END [7C1001 ] m FORMED STEEL Z-PURLIN [S1260-6] 12GA. STEEL ANGLE CLIP 2" x 2" w/ 25/64" DIA HOLE EA. LEG [SC12200200-1502] �- 1.315" DIA. 14GA ROOF SWAY BRACING [70492] 0 STRUT/PURLIN BRACKET FOR BOLTED Z-PURLIN TRUSS 2x4 TOP CHORD (ONE EA. SIDE) [SO9Z424L/R] ER 2 ROOF BRACING ®PURLIN 4.3 SCALE: 3" = 1'-0" 2X4 TRUSS APEX GUSSET BOLTED/VELDED [SO9414] 3/8"x1"HEX HD BOLT &NUT [2GB37X1 0HH] 0 \ \ 1/2"x3"HEX HD BOLT & NUT [2GB50X300HH] 2 SQ 15GA. BOLTED LONG DIAGONAL TUBE D APEX GUSSET DETAIL 4.3 SCALE: 3" = V-0" f - 2X4 BOTTOM CHORD/LONG DIAGONAL U -GUSSET 12GA. FORMED [SO9434] 2x4 BOLTED BOTTOM CHORD (SEE TRUSS MEMBER SCHEDULE) 2" SQ 15GA. BOLTED LONG DIAGONAL TUBE [7C1002] 2X4 BOLTED BOTTOM CHORD TIE TUBE (SEE TRUSS MEMBER SCHEDULE) �1 "x3"HEX HD BOLT & NUT [2GB5OX300HH] DIAGONAL GUSSET SCALE: 3" = V-0" i,��r,�frrrrtry� GE •rsw••• t ♦ ij •' N 9j e► No BA323 kSTATE F � ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY -J RIDGE PURLIN BRACKET FOR BOLTED Z-PURLIN TRUSS (ONE EACH SIDE) S09Z45L&R) 12GA. STEEL ANGLE CLIP 2" x 2" w/ 25/64" DIA HOLE EA. LEG [SC12200200-1502] 1.315" DIA. 14GA ROOF SWAY BRACING [70492] 2x4 BOLTED TOP CHORD (SEE TRUSS MEMBER SCHEDULE) 2" SQ 15GA STRUT W/ (1) 9/16" HOLE EA. END [7C1 001 ] 2" SQ 15GA. BOLTED LONG DIAGONAL TUBE [071008-FB03] 1/2"x3"HEX HD BOLT & NUT [2GB5OX300HH] U -STRUT GUSSET 12GA. FORMED [S09S40] (7� STRUT CSD LONG DIAGONAL 4.3 SCALE: 3" = V-0" THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. NiMIMIIIIIIIIIIII Total Gre enhouse Service: Design * Fabrication * Installation * Parts * Repair Service a0 31,-6 A -FRAME TRUSS DETAILS RBI GREENHOUSE FOR BUILDING THE GREATEST ROUGH B90THM INC. ATLANTIC BEACH URBAN FARMS, LLC 1175 ATLANTIC BLVD. PLACES •" PLANTS ATLANTIC BEACH, FLORIDA CINCINNATI. OH 45217 AS Sc �. ,-CORTRACT A. • TRUSS MEMBER SCHEDULE I.D. DESCRIPTIONS OTS 2" SQ 15GA. KNEE BRACE TUBE W/ (1)9/16" HOLE EA. END, 5415/16" LG. OTS 2" SQ 15GA. STRUT TUBE W/ (1)9/16" HOLE EA. END, 223/16" LG. OTS 2" SQ 15GA. STRUT TUBE W/ (1)9A6" HOLE EA. END, 567/8" LG. OTS 2" SQ 15GA. STRUT TUBE W/ (1)9/16" HOLE EA. END, 441/16" LG. **NOTE**: PLACE TWO STRIPS OF PUTTYLASTIC TAPE IN CENTER OF GUTTER SPLICE TO CREATE A WATERTIGHT SEAL BETWEEN GUTTER SPLICE AND GUTTER. (8) 5/16" x 1" HEX HD BOLT & NUT W/ LEAD & GALV. WASHER (PLACE LEAD WASHER BETWEEN GALV. WASHER & GUTTER FOR SEAL) _ I 0 b� �d C -1i L= �I o 0 SCD 0 1 0 f %E POST GUSSET DETAIL I 4.3 SCALE: 3" = 1'-0" Z 2x4 BOLTED TOP CH( (SEE TRUSS MEMBER SCHEDULE) 2x4 BOLTED BOTTOM (SEE TRUSS MEMBER SCHEDULE) 2" SQ 15GA KNEE BF W/ (1) 9A6" HOLE EA. [7C1001 ] 1/2"x3"HEX HD BOLT & NUT [2GB50X300HH] STRAP [AO34-1003] AND (3) #12 X 1" HEX HD TEK SCREWS PER STRAP [2GT12X100HH] FORMED STEEL Z-PURLIN [S1260-6] 3/8"x1"HEX HD STRUT/PURLIN BRACKET FOR BOLT & NUT BOLTED Z-PURLIN TRUSS 2x4 [2GB37X100HH] TOP CHORD (ONE EA. SIDE) [SO9Z424L/R] ` 2x4 BOLTED TOP CHORD (SEE TRUSS MEMBER SCHEDULE) 1/2" x 3" HEX HD I BOLT & NUT [2GB5OX300HH] II I I 2" SQ 15GA STRUT W/ (1) 9/16" HOLE EA. END [7C1001] B TYP. PURLIN DETAIL 4.3 SCALE: 3" = V-0" F POST GUSSET DETAIL 4.3 SCALE: 3" = V-0" ECTAL 6"X4" INTERIOR )ST GUSSET FOR BOLTED USS 2X4 T.C. & B.C. NE EA. SIDE) iTTER POST (REF EET 1.01) " 5" HEX HD BOLT & IT [2GB5OX500HH] FORMED STEEL Z-PURLIN [S1260-6] STRUT/PURLIN BRACKET FOR BOLTED Z-PURLIN TRUSS 2x4 TOP CHORD (ONE EA. SIDE) [SO9Z424L/R] 2x4 BOLTED TOP CHORD (SEE TRUSS MEMBER SCHEDULE) 1/2"x3"HEX HD BOLT & NUT [2GB5OX300HH] 2" SQ 15GA STRUT W/ (1) 9/16" HOLE EA. END (TYP.) [ 7C1001 ] 6/12 12GA. STEEL GUTTER [S0900] 6/12 12GA. STEEL GUTTER SADDLE [S0902] 1.315" DIA. 14GA ROOF SWAY BRACING [70492] 3/8"x1"HEX HD - BOLT & NUT [2GB37X100HH] GUTTER POST (REF SHEET 1.0) 8 ;I x 1 HEX HD BOLT NUT Iw/ LEAD & GALV. WASHER (PLAICE LEAD WASHER BETWEEN GALV. WASHER & GUTTER FOR 3/8" x 11' HEX HD BOLT & NUT [2GB37X100HH] 12GA, STEEL ANGLE CLIP 21/2" x 2" W/ 1 2" DIA HOLE EA. LEG OFFSET IN 2' LEG [SC1220025OA2002] 1/2" 5" HEX HD BOLT & NUT [2GB5OX500HH] SCALE: 3" = V-0" 3/8"x1"HEX HD BOLT & NUT [2GB37X100HH] � 0 I GUSSET 2 TO 3 STRUT ADAPTOR [S0942-3] c 2X4 (3) STRUT CONNECTION 4.3 SCALE: 3" = V-0" O 0 1 2" SQ 15GA KNEE W/ (1) 9/16" HOLE [7C1001 ] G"STRUT KNEE 4.3 SCALE: 3" = V-0" 2" SQ 15GA STRUT W/ (1) 9/16" HOLE EA. END [7C1001 ] 1/2"x3"HEX HD BOLT & NUT [2GB5OX300HH] --- 2" SQ 15GA. BOLTED BOTTOM CHORD [071008-FB2] --KNEE/STRUT PLATE 12GA GUSSET FOR 2X4 BOTTOM CHORD [S09S444] BRACE EA. END BRACE 2" SQ 15GA STRUT W/ (1) 9A6" HOLE EA. END [7C1001 ] m FORMED STEEL Z-PURLIN [S1260-6] 12GA. STEEL ANGLE CLIP 2" x 2" w/ 25/64" DIA HOLE EA. LEG [SC12200200-1502] �- 1.315" DIA. 14GA ROOF SWAY BRACING [70492] 0 STRUT/PURLIN BRACKET FOR BOLTED Z-PURLIN TRUSS 2x4 TOP CHORD (ONE EA. SIDE) [SO9Z424L/R] ER 2 ROOF BRACING ®PURLIN 4.3 SCALE: 3" = 1'-0" 2X4 TRUSS APEX GUSSET BOLTED/VELDED [SO9414] 3/8"x1"HEX HD BOLT &NUT [2GB37X1 0HH] 0 \ \ 1/2"x3"HEX HD BOLT & NUT [2GB50X300HH] 2 SQ 15GA. BOLTED LONG DIAGONAL TUBE D APEX GUSSET DETAIL 4.3 SCALE: 3" = V-0" f - 2X4 BOTTOM CHORD/LONG DIAGONAL U -GUSSET 12GA. FORMED [SO9434] 2x4 BOLTED BOTTOM CHORD (SEE TRUSS MEMBER SCHEDULE) 2" SQ 15GA. BOLTED LONG DIAGONAL TUBE [7C1002] 2X4 BOLTED BOTTOM CHORD TIE TUBE (SEE TRUSS MEMBER SCHEDULE) �1 "x3"HEX HD BOLT & NUT [2GB5OX300HH] DIAGONAL GUSSET SCALE: 3" = V-0" i,��r,�frrrrtry� GE •rsw••• t ♦ ij •' N 9j e► No BA323 kSTATE F � ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY -J RIDGE PURLIN BRACKET FOR BOLTED Z-PURLIN TRUSS (ONE EACH SIDE) S09Z45L&R) 12GA. STEEL ANGLE CLIP 2" x 2" w/ 25/64" DIA HOLE EA. LEG [SC12200200-1502] 1.315" DIA. 14GA ROOF SWAY BRACING [70492] 2x4 BOLTED TOP CHORD (SEE TRUSS MEMBER SCHEDULE) 2" SQ 15GA STRUT W/ (1) 9/16" HOLE EA. END [7C1 001 ] 2" SQ 15GA. BOLTED LONG DIAGONAL TUBE [071008-FB03] 1/2"x3"HEX HD BOLT & NUT [2GB5OX300HH] U -STRUT GUSSET 12GA. FORMED [S09S40] (7� STRUT CSD LONG DIAGONAL 4.3 SCALE: 3" = V-0" THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. NiMIMIIIIIIIIIIII Total Gre enhouse Service: Design * Fabrication * Installation * Parts * Repair Service a0 31,-6 A -FRAME TRUSS DETAILS RBI GREENHOUSE FOR BUILDING THE GREATEST ROUGH B90THM INC. ATLANTIC BEACH URBAN FARMS, LLC 1175 ATLANTIC BLVD. PLACES •" PLANTS ATLANTIC BEACH, FLORIDA CINCINNATI. OH 45217 AS Sc �. ,-CORTRACT A. • I� C 4.4 I � I I � I GABLE TOP CHORD MEMBER SCHEDULE I.D. DESCRIPTIONS OTS 2"x4" 14GA. BOLTED GABLE TOP CHORD W/(4)9/16" HOLE EA. END, 2035A6 " LG. TS 2"X4" PART 'A' W/ 14GA. BOLTED GABLE TOP CHORD 9/16" HOLE EA. END, 96" LG. TS 2"X4" 14GA. PART 'B' W/ BOLTED GABLE TOP CHORD 9A6" HOLE EA. END, 973/4" LG. I 0 6A2 12GA. STEEL GUTTER [S0900] li 6/12 12GA. STEEL GUTTER SADDLE m [S0902] 4 Q0 G 4.4Nr - - _s fe O ____Jj A GABLE - 4.4 SCALE: 1/2" D SIM. 4.3 )P CHORD ##1 1'-0" v 4" SQ CAST ALUM. GUTTER zPOST TOP [1 CA -0071 F] < ALUM. DRIP GUTTER [5019] t 1/2"x5"HEX HD BOLT & NUT [2GB5OX50OHH] EXTERIOR 6X4 GUTTER POST (REF SHEET 1.01) z (8) 5/16" x 1" HEX HD BOLT & NUT W/ LEAD & GALV. WASHER (PLACE LEAD WASHER BETWEEN GALV. WASHER & GUTTER FOR SEAL) 0 \ 0 SCALE: 1/2" = 1'-0" **NOTE**: PLACE TWO STRIPS OF PUTTYLASTIC TAPE IN CENTER OF GUTTER SPLICE TO CREATE A WATERTIGHT SEAL BETWEEN GUTTER SPLICE AND GUTTER. \ \--2x4 BOLTED GABLE >I II j 0 iI \ TOP CHORD (SEE _U —'L J II MEMBER SCHEDULE) 1/2"x3"HEX HD BOLT & NUT [2GB5OX300HH] 12GA. GABLE TOP CHORD TO POST GUSSET - TOP CHORD TO EXTERIOR POST LH/RH (1 EACH SIDE OF POST) [141010-FB04LH/RH] GABLE TOP CHORD TO POST GUSSET DETAIL @ EXTERIOR SCALE: 3" = 1'-0" (8) 5/16" x 1" HEX HD BOLT & NUT W/ LEAD & GALV. WASHER (PLACE LEAD WAShIER BETWEEN GALV. WASHER & GUTTER FOR SEAL) 6A2 12GA. STEEL GUTTER [S0900] "-6A2 12GA. STEEL GUTTER SADDLE [S0902] 4" SQ CAST ALUM. GUTTER 2x4 BOLTED GABLE TOP CHORD (SEE \ MEMBER SCHEDULE)IiL� I ALUM. DRIP GUTTER [5019] II 1/2"x3"HEX HD I 1/2"x5"HEX HD BOLT & NUT BOLT & NUT [2GB5OX300HH] ! [2GB5OX500HH] 12GA. GABLE TOP CHORD TO POST INTERIOR 4" SQ. GUTTER GUSSET - TOP CHORD TO INTERIOR POST (REF SHEET 1.01) 4" SQ. POST LH/RH (1 EACH SIDE OF POST) [141010-FB06LH/RH] GABLE TOP CHORD TO POST GUSSET DETAIL ® INTERIOR (4 "SQ.) SCALE: 3" = V-0" FORMED STEEL Z-PURLIN [ S1260-6 ] 3/8"x1"HEX RIDGE PURLIN BRACKET BOLT & NUT FOR BOLTED Z-PURLIN [2GB37X100HH] TRUSS L H OR RH [S09Z45L&R] 2x4 BOLTED GABLE TOP CHORD (SEE MEMBER SCHEDULE) s 1/2"x3"HEX HD BOLT & NUT [2GB5OX300HH] l TYP. GABLE TOP CHORD PURLIN DET)' \ 4.4 / SCALE: 3" = V-0" 2X4 TOP CHORD TO GABLE POST APEX GUSSET [141010-FB02] 3/8"x1"HEX HD BOLT & NUT [2GB37X1OOHH] 1/2"x x 3 HEX HD BOLT & NUT [2GB5OX3OOHH] **NOTE**: PLACE TWO STRIPS OF PUTTYLASTIC TAPE IN CENTER OF GUTTER SPLICE TO CREATE A WATERTIGHT SEAL BETWEEN GUTTER SPLICE AND GUTTER. (8) 5/16" x 1" HEX HD BOLT & NUT W/ LEAD & GALV. WASHER (PLACE LEAD WASHER BETWEEN GALV. WASHER & GUTTER FOR SEAL) 2x4 BOLTED GABLE TOP CHORD (SEE \ / Ij- `� ► II �� MEMBER SCHEDULE) II L - �- 1/2"x3"HEX HD BOLT & NUT I I [2GB5OX300HH] I 12GA. GABLE TOP CHORD TO POST GUSSET - TOP CHORD TO INTERIOR 6X4 POST LH/RH (1 EACH SIDE OF POST) [141010-FB05LH/RH] GABLE TOP CHORD TO POST K -E GUSSET DETAIL ® INTERIOR (6X4 SCALE: 3" = V-0" FORMED STEEL Z-PURLIN [S1260-6] 2X4 TOP CHORD TO GABLE POST GUSSET - LH/RH [141010-FB03LH/RH] 2x4 BOLTED GABLE TOP CHORD (SEE 3/8"x�"-HEX HD BOLT & NUT [2GB37X100HH] ^\� MEMBER SCHEDULE) SPECIAL PURLIN BRACKET 1/2" x 3" HEX HD BOLT & NUT [2GB5OX30OHH] ®\ III ► FOR BOLTED Z-PURLIN TRUSS \ ® GABLE POST - LH OR RH \ I [141010-FB01LH/RH] \ i 1/2"x5"HEX HD I BOLT & NUT [2GB5OX500HH] I GABLE POST (REF SHEET 1.01) GABLE TOP CHORD PURLIN DETAIL @ POLY ARCH GABLE POST SCALE: 3" = V-0" 1 BOx 5'LEX 'MD I l GABLE POST (REF LT & N SHEET 1.01) [2GB5OX5HH] RIDGE PURLIN BRACKET FOR BOLTED Z-PURLIN TRUSS - LH OR RH [S09Z45L&R] 2x4 BOLTED GABLE TOP CHORD (SEE MEMBER SCHEDULE) F APEX G SS ET DETAIL ® POLY ARCH GABLE POST 4.4 SCALE: 3" 1'-0" 6/12 12GA. S GUTTER [SOO 6/12 12GA. S EL a*��t�� SP�,o GUTTER SADD E`��'.�.!GEIV``''`. ��p`•. [S0902] .` No 64323 ' � '•„ R � • 4„ SQ CAST ALUM GUTTER :� :. STATE F �• ave POST TOP [1CA-0 71F] '�,c�• P• .tri` '0 . '`` . ALUM. DRIP GUTTE [5019] �0{;isiQNA`eeS��,� x 5” HEX HD BOLT &NUT ENGINEERING NOTE: BO [2GB50X500HH] ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY INTERIOR 6X4 GUT � R THE DRAWNGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 NNE STREET, POST (REF SHEET .01) CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WTHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Repair Service No. By I Date 1 A -FRAME GABLE TOP CHORD DETAILS 2•R B I Lff:'WE� GREENHOUSE FOR ft.::]- H BRORHINC. ATLANTIC BEACH URBAN FARMS, LLC BUILDING THE GREATEST 1175 ATLANTIC BLVD. Checked PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREETSCALE DATE DRAWN BY CONTRACT N0. SHEET N0. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 4.4 I WWW.R000HBROS.COM Is U F I CH 0 pro 12" WELDED GUTTER EXTENSION 2" SQ. GABLE BOW 5'-11 2" SQ. INTERMEDIATE BOW POLY ARCH 12GA STEEL GUTTER [SO100] A 5.1 I I I I I I I I I I I I I I I I I l I , I I I I I I I I POLY ARCH 12GA STEEL GUTTER [SO100] I I I I I C 5.1 I I ( I I I I I I � I I I r e IA RACK ARM I RAC ARM RACK ARM RACK ARM RAC ARM RACK ARM RAC ARM WLIPK I CLIP ( I CLIP c CLIP CLIP CLIP , , CLIP I I CLIP I I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - I {- - - - - - - -- in a 3j" 6'—O" A ROOF VENT LAYOUT TYP . 5•® SCALE: 3/8" = 1--0" 12'-0" 108'-0" (1) VBR.STA (3) VBR.INT1 (1) HDR.STA (3) HDR.INT1 ALUM STRAP FOR----, 2" SQ. TUBE [A233-2002] RB -212 DOUBLE SNAPLOCK [5212] 6" ASTRAGAL EPDM — GASKET [1 PL -0150] 5/16" X 3" HEX —� HD. BOLT & NUT [2GB31X300HH] #12X1"HEX HDTEK SCREW [2GT12X100HH] 8MM STRUCTURED PANEL, 711/4" WIDE 2"SQ. GABLE BOW--' 1 0 VENT BOW GABLE BOW POLY LOCK WIRE INSERT [1 PI -0010] (SEE NOTE #1) `— CLEAR 4 YR. 6 MIL DIFFUSED POLYETHYLENE FILM GABLE END ROOF VENT BOW ASSEMBLY [70166GL\R] 1/4" ALUM SPACER 1 " SQ. WITH 3/8" HOLE IN CENTER [ASP250-10010037] GABLE COLUMN— REFER TO PAGE 2.1 FOR CONNECTION DETAILS ALUMINUM RAIL SCHEDULE I.D. DESCRIPTION LENGTH PART NUMBER 70%4" POLY VENT BOTTOM RAIL W/ CAM LOCK 2 7913A 6" VBR.STA STARTER — NOTCHED 23/8" — 6FT BOW 2911/2" 141010—VBRS SPACING VBR.INT1 POLY VENT BOTTOM RAIL W/ CAM LOCK 288" 141010—VBRS (1) BAY INTERMEDIATE — 6FT BOW SPACING POLY VENT BOTTOM RAIL W/ CAM LOCK VBR.FIN FINISHER — NOTCHED 23A" — 6FT BOW 150" 5C492-392 SPACING HDR.STA POLY CAM LOCK HEADER BAR STARTER — 1483/4" 50491-172 6FT BOW SPACING HDR.INT1 POLY CAM LOCK HEADER BAR (1) BAY 288 50491-372 INTERMEDIATE — 6FT BOW SPACING HDR.FIN POLY CAM LOCK HEADER BAR FINISHER — 2923/4" 5C491-272 6FT BOW SPACING 2" SQ. GALV. TUBE RIDGE [7S200015G] 5'-11 J" 6'-31" C5(9 RIDGE SECTION **NOTES** SCALE: 3" = V-0- 1. PUSH DOWN UNTIL FIRMLY SEATED & SNAPS INTO PLACE ALONG ENTIRE LENGTH OF WIRE LOCK BASE — OVERLAP WIRE 6" MIN. 1/2" DIA. GALV. BRACE (PER VENT) SWAY ROD LENGTH O.A. NO. REQ'D. Al 70%4" 4 2 7913A 6" 8 SEE DWG C/5.1 FOR BRACING DETAILS ALUM STRAP FOR 2" SQ. TUBE [A233-2002] 11/4" INTERMEDIATE VENT BOW 12 GA. RIDGE GUSSET PLATE [141010—RG] 3/8" X 3" H.H. GALV. BOLT AND NUT [2GB37X300HH] RACK AR CLIP � I I I I I I I I I I I I I I VENT BOW S 6'-33/4,. BOW BOW 6'-0" (TYP. ) VENT BOW 6,-0" T P. G E 9 i' No 64323 M% STATE F •4 T ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY 12" WELDED GUTTER EXTENSION jai0' 2" SQ. GABLE BOW RACK ARM CLIP #12X1"HEX HD SCREW [2GT12X100 6" ASTRAGAL EPD GASKET [1PL-0151 1A6" ALUM PLATE, WIDE ATTACHED W #12 X 1" TEK SCF ® 12" 0. C. 8MM STRUCTURED PANEL, 711/4' WIDI 2" SQ. GABLE BON I I RACRACIK ARM CLIPIKLL� CLI2aI ARM POLY LOCK WIRE INSERT [1 PI -0010] (SEE NOTE #1) CLEAR 4 YR. 6 MIL POLYETHYLENE FILM GABLE END ROOF VENT BOW ASSEMBLY [70161GL\R] 1A6" ALUM FORMED, 2"X4"X36"LG. FLASHING AT BOW AND ROOF VENT SCALE: 3" = V-0" THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No. By I Date ROOF RAIL LAYOUT & DETAILS 1. 2'R01 GREENHOUSE FOR 3. ROUGH BRaTHINC. ATLANTIC BEACH URBAN FARMS, LLC 4' 1560 ATLANTIC BLVD. Checked BUILDING THE GREATEST PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 5.0 WWW.R0004iBROS.COM CL z ALUM. 2" SQ. ^' '^ 11- A nzz nnnn, 2" DIA. 15GA. TUBE [7S2001 #12X1"GAL' [2GT12X100HH 2" SQ. INTER. BOW 12GA. GUSSET [141010 -RG] 3/8% 3" GALV & NUT [2GB3, 5/16" x 21/4" HEX. HD. GALV. BOLT & NUT [2GB31X225HH] 1.315" DIA 14GA. GALV. STEEL DRIVE SHAFT [7R131514G] (FIELD CU TO LENGTH) VENT BOW INTER. BOW E MOTOR MOUNTING 5.1 SCALE: 3" = V-0" 2" SQ. INTERMEDIATE--/ BOW #12X1"HEX HDTEK___1' SCREW [2GT12X100HH] 61/2" INTERMEDIATE SHAFT HANGER [AHB-065HD] (LOCATED 0 BOW CLOSEST TO EACH RACK & PINION) 1.315" DIA. VENT SHAFT W/ 7/16" HOLES AT 13r16" EA. END [70493] RIDDER 57" STRAIGHT RACK & PINION ASSEMBLY [4R-418093] V V \� / %! (�O�19 11/4" SQ. VENT / INTERMEDIATE BOW B VENT CLOSURE DETAIL 5.1 SCALE: 6" = V-0" II /4" HEX. HD. _T & NUT ?5HH] _T COUPLING 1 [ 590008] D008] )016] CLEAR 4 YR. 6 MIL POLYETHYLENE FILM POLY VENT BOTTOM RAIL W/ CAM LOCK [ 5492] POLY LOCK INSERT [5366] EPDM VENT BULB GASKET [1PL-0140] -----POLY CAM LOCK HEADER BAR [5491 ] #12X1"HEX HD TEK SCREW [2GT12X100HH] 1 1 1/2" & N (FIEI til 1/4" x 3/4" HEX HD — BOLT & NUT [2GB25XO75HH] 1/2" DIA. GALV. BRACE - FLATTENED W/9/32" DIA. HOLES 3/8" FROM EA. END. [70494] INTERMEDIATE ROOF VENT I c VENT BRACING CLIP 1 5.1 SCALE: 6" = V-0" #12 X 1- HE - SCREW E"SCREW [2GT1 11/4" SQ. VE INTERMEDIAT RIDDER RACK CLIP M6X60 HEX HD BOLT W/ LOCK NUT RIDDER STRA RACK CLEAR 4 YR. 6 MIL POLYETHYLENE FILM POLY LOCK INSERT [5366] POLY VENT BOTTOM RAIL W/ CAM LOCK [5492] 1/4"x3/4"HEX HD BOLT & NUT [2GB25XO75HH] 1 RACK ARM CLIP 5.1 SCALE: 6" = 1'-0" RB -30 VENT SHAFT COUPLING C [A030-4002]" 5.4 Cr 1.315" DIA 3/g" X 21/4" H. H. VENT SHAFT GALV BOLT AND NUT 1 VENT SHAFT COUPLING DETAIL SCALE: 6" = 1'-0" RB -30 VENT SHAFT COUPLING [AO30-4002] 3H" X 21/4" H. GALV AND NUT 1.315" DIA VENT SHAFT SECTION @ VENT D SHAFT COUPLING 5.1 SCALE: 6" = 1'-0" #12 X 1" HEX HD TEK- SCREW [2GT12X100HH] 11/4" SQ. GALV. TUBE - BOTTOM RAIL SPLICE [7CO5-00575] BOTTOM RAIL SPLICE SCALE: 6" = V-0" #12X1"HEX HD TEK SCREW [2GT12X100HH] I I. 1.315" TUBEIMI'^r- 4" LG., 2 HOI A030- 4002] 3 HEADER BAR SPLICE 5.1 SCALE: 6" = 1'-0" r., Oat.. 11/4" SQ. VENT INTERMEDIATE BOW POLY VENT BOTTOM RAIL W/ CAM LOCK [5492] POLY CAM LOCK HEADER BAR [5491 ] 11/4" SQ. INTERMEDIATE BOW 3/8x21/4"HEX HD GALV. BOLT & NUT [2GB37X225HH] 1.315 0. D. 10GA. VENT SHAFT [7049372] DRIVE SHAFT SPLICE DETAIL SCALE: 6" = V-0" ol^^r^ A4" ["r^A1/ 11T rfr- 16 rrrr r . No 54323 ° • r e _ 0 4' STATE F +: y ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIG OF STRUCTURAL COMPONENTS ONLY TU1122 STRAIGHT RACK & PINION, 49" LG [4R11S2249G], 6'-0" O.C. 1.315" O.D. 14GA VENT SHAFT PIPE [70493] FORMED ALUM RACK ARM STOP - RIDDER [AH W0490-106112] 1/4x13/4"HEX HD GALV. BOLT & NUT [2GB25X175HH] *** NOTE *** 1) INSTALL VENT STOPS ON RACK ARMS AS SHOWN, (2) STOPS REQUIRED PER 5 RACK ARM STOP VENT 2) INSTALL (1) VENT STOP ON EACH 5.1 SCALE: 3" = 1'-0" SIDE OF VENT MACHINE. THE DRAPANGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN 'WHOLE OR IN PART, NOR DISCLOSED TO OTHERS IMTHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS. INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Repair Service No. By Date ROOF VENT DETAILS 1. 2' GREENHOUSE FOR 3. ROUGH BROTHERS,,INC. ATLANTIC BEACH URBAN FARMS, LLC 4' 1560 ATLANTIC BLVD. BUILDING ILDING THE GREATEST PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 5.1 WWW.ROUGHBROS.COM I BOW ASSEMBLY — I [70166GIL\R] #12X1"HEX HD TEK -4 I I 01 I I SCREW [2GT12X100HH] I I (FACTORY ASSEMBLED) WIND BRACE CLIP [AHWO160] (FACTORY ASSEMBLED) I c VENT BRACING CLIP 1 5.1 SCALE: 6" = V-0" #12 X 1- HE - SCREW E"SCREW [2GT1 11/4" SQ. VE INTERMEDIAT RIDDER RACK CLIP M6X60 HEX HD BOLT W/ LOCK NUT RIDDER STRA RACK CLEAR 4 YR. 6 MIL POLYETHYLENE FILM POLY LOCK INSERT [5366] POLY VENT BOTTOM RAIL W/ CAM LOCK [5492] 1/4"x3/4"HEX HD BOLT & NUT [2GB25XO75HH] 1 RACK ARM CLIP 5.1 SCALE: 6" = 1'-0" RB -30 VENT SHAFT COUPLING C [A030-4002]" 5.4 Cr 1.315" DIA 3/g" X 21/4" H. H. VENT SHAFT GALV BOLT AND NUT 1 VENT SHAFT COUPLING DETAIL SCALE: 6" = 1'-0" RB -30 VENT SHAFT COUPLING [AO30-4002] 3H" X 21/4" H. GALV AND NUT 1.315" DIA VENT SHAFT SECTION @ VENT D SHAFT COUPLING 5.1 SCALE: 6" = 1'-0" #12 X 1" HEX HD TEK- SCREW [2GT12X100HH] 11/4" SQ. GALV. TUBE - BOTTOM RAIL SPLICE [7CO5-00575] BOTTOM RAIL SPLICE SCALE: 6" = V-0" #12X1"HEX HD TEK SCREW [2GT12X100HH] I I. 1.315" TUBEIMI'^r- 4" LG., 2 HOI A030- 4002] 3 HEADER BAR SPLICE 5.1 SCALE: 6" = 1'-0" r., Oat.. 11/4" SQ. VENT INTERMEDIATE BOW POLY VENT BOTTOM RAIL W/ CAM LOCK [5492] POLY CAM LOCK HEADER BAR [5491 ] 11/4" SQ. INTERMEDIATE BOW 3/8x21/4"HEX HD GALV. BOLT & NUT [2GB37X225HH] 1.315 0. D. 10GA. VENT SHAFT [7049372] DRIVE SHAFT SPLICE DETAIL SCALE: 6" = V-0" ol^^r^ A4" ["r^A1/ 11T rfr- 16 rrrr r . No 54323 ° • r e _ 0 4' STATE F +: y ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIG OF STRUCTURAL COMPONENTS ONLY TU1122 STRAIGHT RACK & PINION, 49" LG [4R11S2249G], 6'-0" O.C. 1.315" O.D. 14GA VENT SHAFT PIPE [70493] FORMED ALUM RACK ARM STOP - RIDDER [AH W0490-106112] 1/4x13/4"HEX HD GALV. BOLT & NUT [2GB25X175HH] *** NOTE *** 1) INSTALL VENT STOPS ON RACK ARMS AS SHOWN, (2) STOPS REQUIRED PER 5 RACK ARM STOP VENT 2) INSTALL (1) VENT STOP ON EACH 5.1 SCALE: 3" = 1'-0" SIDE OF VENT MACHINE. THE DRAPANGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN 'WHOLE OR IN PART, NOR DISCLOSED TO OTHERS IMTHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS. INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Repair Service No. By Date ROOF VENT DETAILS 1. 2' GREENHOUSE FOR 3. ROUGH BROTHERS,,INC. ATLANTIC BEACH URBAN FARMS, LLC 4' 1560 ATLANTIC BLVD. BUILDING ILDING THE GREATEST PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 5.1 WWW.ROUGHBROS.COM 12ga FORMED GABLE PURLIN CLIP [SO9Z45] OUTSIDE CLOSURE w/ 3/32" x 1/2" TAPE SEALER 1/4"-14 x 7A" LAP TEK 2" x 4" 18GA GALV STEEL ANGLE X 72" LG [SFR18G-200400] ATTACH w/ #12 x 1 " H.H. TEK SCREWS 1/2" x 3" H.H. BOLT & NUT 2" x 4" TUBE GABLE TOP CHORD METAL "R" PANEL w/ 3" ROLLED INSULATION (INSULATION NOT SHOWN FOR CLARITY) 2" x 4" GALV. STEEL GABLE POST 2" SQ. GALV. STEEL TUBE GIRT 12-14 x 11/4" LONG -LIFE SELF -DRILLER w/ WASHER [FASTENER #3] 2" SQ. TUBE CLAMP [A034-1002] ATTACH TO GIRT & POST w/ 2) #12 x 1" H.H. TEK SCREWS FORMED GALV. STEEL GUTTER [S0900] 5/16"x1"HEX HD. BOLT & NUT w/ LEAD ® & GALV. WASHER 9 FORMED GALV. STEEL GUTTER SPLICE [S0902] z CAST ALUM. POST TOP ALUM. DRIP GUTTER [5019] ® CONTROL ROOM ONLY 5GALV. STEEL m GUTTER POST U F I 0 :r EAVE TRIM 31/2" X 5" [FL -19] 1/4-14 x 7/8" LONG -LIFE LAPTEK w/ WASHER [FASTENER #4] ® 20" O.C. 3/32" x 1/2" TAPE SEALER METAL "R" PANEL 12-14 x 11/4" LONG -LIFE SELF -DRILLER w/ WASHER [FASTENER #3] 2" x 4" 14C GABLE TOP 0 J�`\ GABLE TOP CH( POST GUSSET (I LAU1 SIDE OF POST) - SEE DWG 4.4 FOR INFORMATION SECTION THRU ROOF/GABLE SCALE: 6" = V-0" GABLE POST TO GABLE TOP CHORD DETAIL SCALE: 3" = V-0" 1/4-14 x 7/8" LONG -LIFE LAPTEK w/ WASHER [FASTENER #41 ® 20" O.C. ;*L'/2" x 3/32" TAPE SEALANT NTINUOUS ® END LAP) 1/2" x 3r32" TAPE SEALANT (BETWEEN END LAP TAPE AND END OF PANEL 0 EAVE ONLY) 8 "R" PANEL LAP DETAIL 5.2 SCALE: 3" = 1'-0" I" x 3" HEX H D . )LT & NUT IRMED GALV. STEEL ►BLE TOP CHORD TO )ST CLIP, 91A6" LG. 1980 OR S2980] "x3"OR 5" `X HD. BOLT & NUT .LV. STEEL -,,BLE POST 2» 1/4-14 x 7/8" LONG -LIFE LAPTEK w/ WASHER [FASTENER #4] ® 20" O.C. 12-14 x 11/4" LONG -LIFE SELF -DRILLER IN/ WASHER [FASTENER #3] METAL "R" PANEL -7 CONTINUOUS BEAD OF G.E. SILGLAZE II 1201 SEALANT [1PA- P120100CLCT] 8MM STRUCTURED PANEL, 711/4" WIDE 4" x 4" FORMED INSIDE CORNER FLASHING 1/8" ALUM ANGLE, 17/8" X 31/2" [ 5022] SEALER 1/2" TAPE I/ rtl--- — —tl-- `2 1 1 i I I I I 4 -Z I 7rI I O _ _ 1 I i 6" x 21J2" GALV. Z-PURLIN [S1260] I I I B SECTION THRU ROOF TRANSITION @ POLY ARCH GABLE 5.2 SCALE: 6" = V-0" DIE-CAST RIDGE CAP 1/2"x3"HEX HD BOLT & NUT [2GB5OX30OHH] 3/8"x1"HEX HD BOLT & NUT [2GB37X100HH] RIDGE PURLIN BRACKET FOR BOLTED Z-PURLIN TRUSS (ONE EACH SIDE) S09Z45LR) 12GA. STEEL ANGLE CLIP 2" x 2" w/ 25/64" DIA HOLE EA. LEG [SC12200200-1502] 2X4 TRUSS APEX GUSSET -� BOLTED/WELDED [S09414] \ / 0 \ / ®> <O ® O, -10 O 0 0 0 0 2 DETAIL ® RIDGE 4.0 SCALE: 3" = V-0" 3'-0" T �T 94» 12-14 x 11/4" LONG -LIFE SELF -DRILLER w/ WASHER [FASTENER #3] (SEE DETAIL 7/5.2) 1/2" X 3/32" TAPE SEALANT METAL "R" PANEL 1.315" DIA. 14GA ROOF SWAY BRACING [70492] 2x4 GABLE TOP CHORD "R" PANEL FASTENER PLACEMENT DETAIL ® INTERMEDIATE SUPPORTS SCALE: 3" = V-0" 3'-0" 7» 511 711 5» 7" 24" "R" PANEL FASTENER PLACEMENT DETAIL ® PANEL ENDS SCALE: 3" = V-0" (8) 5A6" x 1" HEX HD BOLT & INSIDE CLOSURE W/ 1/2"x3/32 NUT w/ LEAD & GALV. WASHER TAPE, SEALANT TOP AND (PLACE LEAD WASHER BETWEEN BOTTOM GALV. WASHER & GUTTER FOR METAL "R" PANEL SEAL) 6A2 12GA. STEEL GUTTER [SO900] �c 6/12 12GA. STEEL 1/4-14 x 7/8" L, NG -'LIFE GUTTER SADDLE LAPTEK w/ WASP, ER [SO902] [FASTENER #4] 0 20" O.C. 2 12-14 x 11/4" LONG -LIFE EAVE TRIM 31/2'' X 5" I SELF -DRILLER w/ WASHER [FL -19]3/8" x 1" HEX HD i [FASTENER #3] BOLT & NUT - (SEE DETAIL 7/5.2) 12ga FORMED GABLE PURLIN [2GB37X10OHH] CLIP [SO9Z45] I II i 1.315" DIA. 14GA ROOF GUTTER POST (REF SWAY BRACING [70492] SHEET 1.0) 12GA. STEEL ANGLE CLIP 21/2" x 2" OUTSIDE CLOSUI E w�� I I w/ 17/2" DIA HOLE EA. LEG OFFSET 3/32" x 1/2" TAf E SEALER i I IN 2" LEG [SC1220025OA2002] 1 » 1/4"-14 x 7/8" IAP TEK 2" x 4" 18GAG� LV -r-r-------------------tf----- ANGLE X 72" L( [SFR18G-20040, ] ATTACH w/ #12['x 1" H.H. TEK SCREWS 1/2" " H.H. 'I /2 x 3 Ei LT &NUT I I I TOP CHORD METAL "R" PAN L w I I I ATI(N I � (INSULATION No r1 ITY II 1 I - �_ --- ------------------- u _y 3/8" x 1" H.H. BOLT NUT (TYP.) I _ cle 6» x 21/2" GALV. Z-PURLIN [S1260] FORMED GALV. STEEL GABLE TOP CHORD TO POST CLIP [S1980] o II �^1 II / sa 90 1 BOLT II II II II & NUT 0 I 11 J II J ----II 2" x 4" 14C GABLE TOP 0 J�`\ GABLE TOP CH( POST GUSSET (I LAU1 SIDE OF POST) - SEE DWG 4.4 FOR INFORMATION SECTION THRU ROOF/GABLE SCALE: 6" = V-0" GABLE POST TO GABLE TOP CHORD DETAIL SCALE: 3" = V-0" 1/4-14 x 7/8" LONG -LIFE LAPTEK w/ WASHER [FASTENER #41 ® 20" O.C. ;*L'/2" x 3/32" TAPE SEALANT NTINUOUS ® END LAP) 1/2" x 3r32" TAPE SEALANT (BETWEEN END LAP TAPE AND END OF PANEL 0 EAVE ONLY) 8 "R" PANEL LAP DETAIL 5.2 SCALE: 3" = 1'-0" I" x 3" HEX H D . )LT & NUT IRMED GALV. STEEL ►BLE TOP CHORD TO )ST CLIP, 91A6" LG. 1980 OR S2980] "x3"OR 5" `X HD. BOLT & NUT .LV. STEEL -,,BLE POST 2» 1/4-14 x 7/8" LONG -LIFE LAPTEK w/ WASHER [FASTENER #4] ® 20" O.C. 12-14 x 11/4" LONG -LIFE SELF -DRILLER IN/ WASHER [FASTENER #3] METAL "R" PANEL -7 CONTINUOUS BEAD OF G.E. SILGLAZE II 1201 SEALANT [1PA- P120100CLCT] 8MM STRUCTURED PANEL, 711/4" WIDE 4" x 4" FORMED INSIDE CORNER FLASHING 1/8" ALUM ANGLE, 17/8" X 31/2" [ 5022] SEALER 1/2" TAPE I/ rtl--- — —tl-- `2 1 1 i I I I I 4 -Z I 7rI I O _ _ 1 I i 6" x 21J2" GALV. Z-PURLIN [S1260] I I I B SECTION THRU ROOF TRANSITION @ POLY ARCH GABLE 5.2 SCALE: 6" = V-0" DIE-CAST RIDGE CAP 1/2"x3"HEX HD BOLT & NUT [2GB5OX30OHH] 3/8"x1"HEX HD BOLT & NUT [2GB37X100HH] RIDGE PURLIN BRACKET FOR BOLTED Z-PURLIN TRUSS (ONE EACH SIDE) S09Z45LR) 12GA. STEEL ANGLE CLIP 2" x 2" w/ 25/64" DIA HOLE EA. LEG [SC12200200-1502] 2X4 TRUSS APEX GUSSET -� BOLTED/WELDED [S09414] \ / 0 \ / ®> <O ® O, -10 O 0 0 0 0 2 DETAIL ® RIDGE 4.0 SCALE: 3" = V-0" 3'-0" T �T 94» 12-14 x 11/4" LONG -LIFE SELF -DRILLER w/ WASHER [FASTENER #3] (SEE DETAIL 7/5.2) 1/2" X 3/32" TAPE SEALANT METAL "R" PANEL 1.315" DIA. 14GA ROOF SWAY BRACING [70492] 2x4 GABLE TOP CHORD "R" PANEL FASTENER PLACEMENT DETAIL ® INTERMEDIATE SUPPORTS SCALE: 3" = V-0" 3'-0" 7» 511 711 5» 7" 24" "R" PANEL FASTENER PLACEMENT DETAIL ® PANEL ENDS SCALE: 3" = V-0" (8) 5A6" x 1" HEX HD BOLT & INSIDE CLOSURE W/ 1/2"x3/32 NUT w/ LEAD & GALV. WASHER TAPE, SEALANT TOP AND (PLACE LEAD WASHER BETWEEN BOTTOM GALV. WASHER & GUTTER FOR METAL "R" PANEL SEAL) 6A2 12GA. STEEL GUTTER [SO900] �c 6/12 12GA. STEEL 1/4-14 x 7/8" L, NG -'LIFE GUTTER SADDLE LAPTEK w/ WASP, ER [SO902] [FASTENER #4] 0 20" O.C. 2 12-14 x 11/4" LONG -LIFE EAVE TRIM 31/2'' X 5" I SELF -DRILLER w/ WASHER [FL -19]3/8" x 1" HEX HD i [FASTENER #3] BOLT & NUT - (SEE DETAIL 7/5.2) 12ga FORMED GABLE PURLIN [2GB37X10OHH] CLIP [SO9Z45] I II i 1.315" DIA. 14GA ROOF GUTTER POST (REF SWAY BRACING [70492] SHEET 1.0) 12GA. STEEL ANGLE CLIP 21/2" x 2" OUTSIDE CLOSUI E w�� I I w/ 17/2" DIA HOLE EA. LEG OFFSET 3/32" x 1/2" TAf E SEALER i I IN 2" LEG [SC1220025OA2002] 1 » 1/4"-14 x 7/8" IAP TEK 2" x 4" 18GAG� LV STEEL ANGLE X 72" L( [SFR18G-20040, ] ATTACH w/ #12['x 1" H.H. TEK SCREWS 1/2" " H.H. 'I /2 x 3 Ei LT &NUT 2" x 4" TUBE G BLEW TOP CHORD METAL "R" PAN L w 3" ROLLED INSU ATI(N (INSULATION No SHOWN FOR CL ITY 1/2" x 3/32" TAPE SEALANT CONTINUOUS DOWN PANELSIDE LAP 1/2" x 3/32"',i APE SEALANT OFF AND BOTTOM GUTTER •c1�iee�+te� No 64323 St too s * • r ;� STA TEE F •: ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN:OF STRUCTURAL COMPONENTS ONLY /2 5 HEX HD BOLT & NUT [2GB5OX500HH] 3 DETAIL @ GUTTER 4.0 SCALE: 3" = 1'-0" METAL "R" PANEL 12-14 x 11/4" LONG -LIFE SELF -DRILLER w/ WASHER - - [FASTENER #3] (SEE DETAIL 6/5.2) RIDGE PURLIN BRACKET (ONE EACH SIDE) S09Z45L&R) 1.315" DIA. 14GA ROOF SWAY BRACING [70492] 12GA. STEEL ANGLE CLIP 2" x 2" w/ 25/64" DIA HOLE EA. LEG [SC12200200-1502] FORMED STEEL 3/8" x 1" HEX HD -v Z-PURLIN [S1260-6] BOLT & NUT [2GB37X100HH] 4 DETAIL ® INTERMEDIATE PURLIN SCALE: 3" = 1-0" NON -INSULATED METAL "R" PANEL 1/2" x 3/32" TAPE SEALANT (SEAL TO TAPE SEALER \ EAVE AND SIDELAP) REF DETAIL 4/5.3. "R" PANEL SEALANT 5 DETAIL ® GUTTER 4.0 SCALE: N.T.S. THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No. By Date A—FRAME ROOF SECTIONS / DETAILS 1. 2. GREENHOUSE FOR 3. H�• ATLANTIC BEACH URBAN FARMS, LLC 4' 1560 ATLANTIC BLVD. Checked BUILDING THE GREATEST PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 5.2 WWW.R000HBROS.COM SECTION THRU A-FRMAE CEILING SCALE: 1/2" = 1'-0" a, e 11 ed z r X 60" INLET ITERS I" TALL EVAPORATIVE _ING PAD SYSTEM No 64323 � e P0«•• STATE F ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN ' OF STRUCTURAL COMPONENTS ONLY THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS VWTHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance Na. By IDate A—FRAME CEILING FRAMING 1. 2. GREENHOUSE FOR 3. H 8R0►TH�S,,INC. ATLANTIC BEACH URBAN FARMS, LLC 4. 1560 ATLANTIC BLVD. Checked BUILDING THE GREATEST PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 5.3 WWW.R000HBROS.COM 8 v z POST I 8MM STRUCTURED GLAZING PANEL ALUM. DOUBLE - H—SPLICE [5171 ] HEAVY BEAD OF G.E. SILGLAZE II 1201 SEALANT [1 PA—P120100CLCT] STEEL INSULATED DOOR 1/2 LITE AND FRAME DOOR THRESHOLD GALV STEEL POST (REF. DWG 1.01 FOR DETAILS) I I I I I I I i I I I I DOOR POST i I I .III I I I I I III I I II I it I I I I I I I I I III I I 1/4" X 6" GALV. CARRIGE BOLT & NUT [2GB25X600CRRG] 2X4 14GA GALV. STEEL DOOR FRAMING HEADER 5/8" X 53/8" FORMED 12GA STEEL DOOR CLOSURE ANGLE [SFR12G-062537] FIN. GRADE SECTION THRU DOOR HEADER SCALE: 6" = V-0" 2X4 14GA GALV. STEEL DOOR FRAMING HEADER 2X4 14GA. GALV. DOOR POST (FIELD CUT) 10GA. GALV. STEEL ANGLE 2" X 2" CLIP X 31/2" LONG [SCO10200200-3504] W/ #12 X 1" HEX HD. TEK SCREW [2GT12X100HH] (TYP.) TYPICAL DOOR HEADER FRAMING DETAIL SCALE: 3" = 1'-0" a w 0 0 0 I I I I I I I I I I I I I; DOOR POST I I I I I I I I (I I I I I I I I I I (I I I I POST I GALV. STEEL GUTTER--,,,, POST 1/4" X 8" GALV. CARRIGE BOLT & NUT [2GB25X8000RRG] 1j" DOOR POST I I — — I ----�---------------- #12X1"HEX HD TEK SCREW (TYP.) [2GT12X100HH] DOOR WID + 61/4" 'DOOR WID ' +i 4" 1j" DOOR POST I I 1 -- ------------ ----1---- ...................... ........................ � . .................................:.:.....:.:................ , �...................:................................................ HEAVY BEAD OF G.E. STEEL INSULATED DOOR SILGLAZE II 1201 SEALANT 1/2 LITE AND FRAME 1 PA—P120100CLCT [ ] I 5/8" X 53/8" FORMED 12GA { #12 X 1" HEX HD STEEL DOOR CLOSURE ANGLE TEK SCREW (TYP.) [SFR12G-062537] [2GT12X100HH] B SECTION THRU D R POSTS SIDEWALL 6.0 SCALE: 6" = V-0" 'DOOR WIDTH'71/ " i 1 2j" 'DOOR WID '414-, 18" T GUTTER POST I lo I I +r I------------------- ----------- +F.------------------- ----------- d , I , I , 1 DOOR POST #12X1"HEX HD TEK SCREW (TYP.) [2GT12X100HH] I lo -------------------- . .... .... \. ................. .................................................... ...................................�,..................................... ................................................ .........................a.............I...I.................... 11U— HEAVY BEAD OF G.E. STEEL INSULATED DOOR SILGLAZE II 1201 SEALANT 1/2 LITE AND FRAME [1 PA—P120100CLCT] 15/8" X 53/8" FORMED 12GA 5/8" X 53A" FORMED 12GA STEEL DOOR CLOSURE ANGLE STEEL DOOR CLOSURE ANGLE [SFR12G-062537] [SFR12G-062537] C SECTION THRU DOOR PO T GUTTER POST SIDEWALL 6.0 1 SCALE: 6" = 1'-0" i,,,,�►4i+�ar�rra�� I�, rsrrar �Sf ,�. 4 No 64323 :*r STATE F f- o ry h ® r V ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY ® #12X1"HEX HD TEK SCREW (TYP.) [2GT12X100HH] C� 2X4 14GA GALV. STEEL DOOR FRAMING POST 2"X4" 11 ga. GALV. STEEL TUBE GIRT FIELD NOTCHED ®DOOR POST 1/4" X 6" GALV. CARRIGE BOLT & NUT [2GB25X600CRRG] ALUM. 2" SQ. TUBE CLAMP — SINGLE [A233-2002] 8MM STRUCTURED GLAZING PANEL ALUM. DOUBLE H—SPLICE [5171] 2X4 14GA GALV. STEEL DOOR FRAMING POST 2"X4" 11 ga. GALV. STEEL TUBE GIRT FIELD NOTCHED ® DOOR POST 1/4" X 6" GALV. CARRIGE BOLT & NUT [2GB25X600CRRG] ALUM. 2" SQ. TUBE CLAMP — SINGLE [A233-20021 8MM STRUCTURED GLAZING PANEL ALUM. DOUBLE H—SPLICE [5171 ] THE DRAWNGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WTHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. &0IIIIIIIIIIIIIII Total Greenhouse Service: Design * Fabrication * Installation * Parts * Repair Service mom,STEEL PASSAGE i••- SECTIONS RB I NH GREENHOUSE FOR m-- ATLANTIC BEACH URBAN FARMS, LLC ROUGH BROT) 1175 ATLANTIC BLVD. :. BUILDING PLACES •- PLANTS ATLANTIC BEACH, FLORIDA =m 5513 VINE STREET SCALE CINCINNATIOH 45217 -. :0. . IAS• •mmm • • I 9 0 9 Q s IA Z U F 0 z POST I METAL "R" PANEL 12-14 x 11/4" LON SELF—DRILLER w/ ti [FASTENER #31 METAL "R" PANEL BASE TRIM HEAVY BEAD OF G SILGLAZE II 1201 SEALANT [1 PA—P120100CLC1 1/2" FOAM BACKER (FIELD CUT) (TYP.) FULL GLASS ENTR) DOOR & FRAME 3" ROLLED INSULATION 1/4" X 6" GALV. CARRIGE BOLT & NUT [2GB25X600CRRG] 2X4 14GA GALV. STEEL DOOR FRAMING HEADER 1/8" ALUM. SHIM 2" X 5" [AL1 25-0200005001 5/8" X 53/8" FORMED 1/8" ALUM. DOOR CLOSURE ANGLE [AFR125-062537] B/C N GALV STEEL POST (REF. DWG 1.01 FOR DETAILS) DOOR POST FIN. GRADE SECTION THRU DOOR HEADER SCALE: 6" = V-0" 2X4 14GA GALV. STEEL DOOR FRAMING HEADER 2X4 14GA. GALV. DOOR POST (FIELD CUT) SCALE: 3" = 1'-0" 2X4 14GA GALV. STEEL--, DOOR FRAMING POST 1/4" X 6" GALV. CARRIAGE BOLT & NUT [2GB25X600CRRG] 1" DOOR POST f 'DOOR WIDTH' + 6" 1" 'DOOR WIDTH' + 'DOOR WIDTH' + 4" c.� w r c 5/8" X 53/8" FORMED 1/8" — o ALUM. DOOR CLOSURE ANGLE p [AFR125-062537] 10GA. GALV. STEEL ANGLE 2" X 2" CLIP X 31/2" LONG [SC010200200-3504] W/ #12X1"HEX HD. TEK SCREW [2GT12X100HH] (TYP.) DOOR POST POST 1/2" FOAM BACKER ROD (FIELD CUT) (TYP.) HEAVY BEAD OF G.E. SILGLAZE II 1201 SEALANT [1 PA—P120100CLCT] B SECTION THRU DOOR P 6.2 SCALE: 6" = V-0" u F11GLASS ENTRY Dli OR & FRAME URETHANE SEALANT TO MATCH METAL 'R' PANEL 1" [BOOR POST Z s 'DOOR WIDTH' + 6" 1" 'DOOR WIDTH' + 4" 1„ 5/8" X 53/8" FORMED 1/8" ALUM. DOOR CLOSURE ANGLE [AFR125-062537] 1/2" FOAM BACKER ROD (FIELD CUT) (TYP.) HEAVY BEAD OF G.E. SILGLAZE II 1201 SEALANT [1 PA—P120100CLCT] c SECTION THRU DOOR PO 6.2 SCALE: 6" = 1'-0" FUI�L GLASS ENTRY DOOR & FRAME URETHANE SEALANT TO - MATCH METAL 'R' PANEL SIDEWALL 2X4 14GA GALV. STEEL DOOR FRAMING POST 1/4" X 6" GALV. CARRIAGE BOLT & NUT [2GB25X600CRRG] 2" SQ. GALV STEEL TUBE [7S200015G] METAL 'R' PANEL JAMB TRIM ALUM. 2" SQ. TUBE CLAMP — SINGLE [A233-2002] METAL 'R' PANEL JAMB TRIM SC� 12-14 x 11/4" LONG—LIFE SELF—DRILLER W/ WASHER [FASTENER #3] METAL "R" PANEL 2X4 14GA GALV. STEEL DOOR FRAMING POST 2"X4" 11 ga. GALV. STEEL TUBE GIRT FIELD NOTCHED ® DOOR POST 1/4" X 6" GALV. CARRIGE BOLT & NUT [2GB25X600CRRG] 12-14 x 11/4" LONG—LIFE SELF—DRILLER W/ WASHER [FASTENER #3] METAL "R" PANEL N .�� E s`.fV� �+►.� THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT s° �y� THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. O No 64323 s REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Repair Service No. By Date VISTAWALL DOOR SECTIONS : ` STATE F ,� � 1L 2. 3. RBI GREENHOUSE FOR •r,iwua1� 3! /y 3 R+t)UGH BRCyTHERSyINC. ATLANTIC BEACH URBAN FARMS, LLC 4' 1175 ATLANTIC BLVD. ENGINEERING NOTE: Chocked BUP ACESFOPP AN SST ATLANTIC BEACH, FLORIDA 32233 ENGINEER'S SEAL APPLIES TO DESIGN OF BY Date 5513 VINE STREET SCALEDATE DRAWN BY CONTRACT NO. SHEET NO. STRUCTURAL COMPONENTS ONLY CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 6.2 WWW.R000HBROS. COM IL 2X4 GALV HEADER 10GA. GALV. STEEL ANGLE 2" X 2" CLIP X 31/2" LONG [SC010200200-3504] W/ (4) #12 X 1" HEX HD. TEK SCREWS [2GT12X100HH] (TYP. ) GALV STEEL POST (REF. DWG 1.01 FOR DETAILS) DOOR POST < 12'-0" INSULATED kD DOOR (SEE MFG FOR INSTALLATION TIONS) ga. GALV. STEEL ZT FIELD NOTCHED POST ALUM. 2" SQ. TUBE CLAMP — SINGLE [A233-2002] 11/4" LONG—LIFE LLER W/ WASHER :R #3] MC. I HL K" PANEL n u 2" X 4" GALV. STEEL E POST (REF. DWG 1.01) DOOR HEADER FRAMING DETAIL SCALE: N.T.S. 3" ROLLED INSULATION METAL "R" PANEL 12-14 x 11/4" LONG—LIFE SELF—DRILLER W/ WASHER [FASTENER #3] METAL "R" PANEL BASE TRIM &C 2X4 14GA. STEEL DOORPOST 2X4 14GA. STEEL TUBE HEADER � I 1 5j8" X 53j8" FORMED 12GA I I I STEEL DOOR CLOSURE ANGLE I [SFR12G-062537] #12X1"HEX HD TEK SCREW [2GT12X100HH] OVERHEAD DOOR B HEADER SECTION 111'!.3 SCALE: 6" = V-0" 3/8" x 5" GALV HEX. 2"x4" 14GA. TORSION HD NUT AND BOLT TUBE TO BE CENTER [2GB37X500HH], WASHER ON DOOR [2W37GALV], AND LOCK WASHER [2W37GALV—LOCK] 2X4 14GA. STEEL TUBE (FIELD DRILL TORSION TUBE) HEADER [7C51] i I Tb I r. O I L, lo � I I I � I I � � I I I i I I � I I I I' 10GA. GALV. STEEL ANGLE - 2" X 2" CLIP X 31/2" LONG [SCO10200200-3504] W/ #12 X 1" HEX HD. GALV. TEK SCREW [2GT12X100HH] OV READ DOOR C TO SI' N BAR DETAIL !f-011 SCAL=: 6" = 1'-0" !I� `o P►�� SFU((��0t t `iJ®��` 0 E ' • �F'+77•� ri+mil a+ No 64323 '•„ y a 6 1�i r i • "�% STATE F 4/_ .`�w�atpNAL ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF J I STRUCTURAL COMPONENTS ONLY OVERHEAD DOOR TORSION BAR ASSEMBLY (SEE MFG MANUAL FOR INSTALLATION INSTRUCTIONS) THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VANE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Repair Service No. By Date - RBImaw. ROUGH BROTHB� INC. OVERHEAD DOOR SECTIONS 1. 2. GREENHOUSE FOR ATLANTIC BEACH URBAN FARMS, LLC 5 ATLANTIC BLVD. ATLANTIC BEACH, FLORIDA 32233 .3. 4 4. Checked117 BUILDING THE GREATEST PLACES FOR PLANTS BY Date 5513 VINE STREET CINCINNATI, OH 45217 (513)242-0310 WWW.R000HBROS.COM SCALE AS NOTED DATE 10/27/2014 DRAWN BY CBG CONTRACT NO.SHEET 141010 NO. 6.3 Atlantic Beach Manufacturer / Supplier FL FILE COPY Drawing Index Shee# Description PL -1 System Piping - Layout PEX-1 Delta Tube PEX - Layout PEX-2 Delta Tube PEX - Detail SD -1 Delta Tube SD - Layout SD -2 Delta Tube SD - Detail H-3 Boiler / System Pump - Piping BPF -1 By -Pass Feeder - Detail FW -1 Air & Water Controls - Detail V-1 Boiler Venting - Detail Z-1 Zone Control Valve - Detail Z-2 Zone Control Valve - Detail E-1 System Wiring - Schematic iE} M co M 1 CDM System Specs Temp Volume Expansion Tank Pot feeder 130T 111.9 DEE60 2 -Gallon 3 -WAY ZONE VALVES w/ FLOW CONTROLS MOUNTED VERTICALLY See Drawings v in -1 & Z-2 DELTA TUBE PEX MANIFOLD BOX I PP 1 HWS �- 1P' HWS 1PP HWR 1/PP HWR 1%" HWRR %" HWS 1%4" HWR -10 WOF"kX AREA DELTA TUBE PEX MANIFOLD BOX T 7-d", 1%2"X1%4'1 I REDUCERS i£ I €OFFICE I 1 PEX kS ROOM DELTA TUBE MANIFOLD BOX COOLER 1 "" HWRR 1" HWS 11;' OFFICE z j 1 HWR 3 1%" HWRR.. �.� 1 Y4" HWS %" HWR WORK AREA DELTA TUBE PEX MANIFOLD BOX 24'-0" Boiler Item B-1 Qty 1 Brand RBI Model IE2-399 Stages Fuei Mod NG STUN In 399,000 BTUH out 376,000 1/AC 115 f :,; 1 Amps T12 Hz 60 Sl�oet H-1 Pump item Qty' : Location Brand Pump Model GPM =.BP HP VAC O Amps Hz Sheet S-1 1 System Federal 2CCL-1-1/2-2 31.5 39.1 3 115/230 1 16/8 60 F S-1 Zone Valves No. By Flow Control I itemQtr 1. Type Brand Valve Madel Size `Atuator VAC,',:Bund - Motet a_ . Gt?_" Size sheet ' Z-1 1 3 -Way Honeywell DEV3125-09 1" VC -2710 24 Flow Design YRH100-0300 3 1" Z-1 Z-2 1 3 -Way Belimo DEVS315 1 Y2" Belimo 24 Flow Design YRH 150-3000 30 1 Y2" Z-1 132'-0" 108'-0" A System Piping - Layout PL -1 Scale: 31611=1'-011 U) C 0 E in O F- S SiO l•� /V/V,i� o 0 tate; @ fn V (A �o EO 75 �v 4)0)-0 N N U-) N rn 0 6 O O F- U M75 E� 0 > =N 0 O U 4 c C O 0°N O = EO U)C ��( Cf) 0)``5^^ X AW VJ �- c Eli 00 °�C N O ° �+ •L M LO C/)6 N 0 LO cwo o _ r � 0 .N •� ti O o� = I,*- O >1 o W N 00 CL oQ o �C) a3 0 C3 C o m • UC ._ O Q E - O a) C O C cCu a> = -0 1n c � n3 �, 0 o� _Q-0 a3 U 7 C (Do C U .L O 0 �(n N 0 ;_ of U) U w O r -� J I.L a3 •Q -0Q �Q E V � i co oa No. By Date I 1. 2. 3. 4. Reviewed" No. By Date 1. 2. 3. 4. Drawing Scale Size Arch D Date 7/21/14 By JDK Project No. 140348-135 Sheet PL -1 co -1 M 24'-0" i �A �1) 2) Nates LI/ 1 1Y2" H 2 Install Vapor barrier and Insulated floor as required by location. 3 1%" HWR 4 Install tubing on 12 Inch center with a minimum radius of 6 Inch on all loops. 5 1%2" HWRR 6 Tie tubing to rebar or 6"x6" 10 gauge wire mesh every 2.0 Feet 7 1Y2"HWS ��. Installation to follow all state and local codes where applicable. 9 %4" HWR` 10 WORK AREA DELTA TUBE PEX 0 2. 8LOOPS •L PER MANIFOLD U)O E 1/11X1%4" 4) -0 o o REDUCERS N U) Zt N N ® ''A�A CV) O 7/21/14 V+ 11 }+ {OFFICE o00 140348-135 a) � o O U N �O i-- c RESTROOM IY] C o CO DELTA TUBE PEX LOOPS PER MANIFOLD')FFiCE X C) 4-1 U) ,M N N- 1/2" HWRR -� �� •i CULO 1Y4" HWS -� I 4�LO @a;tf 1%" HWR —� CCK AREA O DELTA TUBE PEX .U) o- LOOPS >, `O PER MANIFOLD ami C oM a n 24'-0" i �A �1) 2) Nates (Unless Otherwise Specified) 1 Floor Heat Water System is designed for 130°F - DO NOT EXCEED THIS TEMPERATURE. Failure to comply will result in System Damage 2 Install Vapor barrier and Insulated floor as required by location. 3 All tubing loops to be one piece - DO NOT SPLICE TUBING IN CONCRETE FLOOR. 4 Install tubing on 12 Inch center with a minimum radius of 6 Inch on all loops. 5 Install all tubing 6" to 12" from all outside walls and floor drains. 6 Tie tubing to rebar or 6"x6" 10 gauge wire mesh every 2.0 Feet 7 PRESSURE TEST TUBING WITH 40 PSI AIR PRIOR AND DURING CONCRETE POUR. 8 Installation to follow all state and local codes where applicable. 9 Notify Delta T Solutions if changes are necessary so the design can be modified as required 10 This Drawing to be used in Conjunction with Delta T Installation & Operating Instructions for HD Tube 4 4e)f not System Piping - Layout PL -1 Scale:3Y16"=1'-0" i U7 S By E In 0F- 2. sC Q C ANN ®d :14o t�: F® o By Date 0 0 2. •L }I U)O E � U 4) -0 o o N U) Zt N N ® ''A�A CV) O 7/21/14 V+ C CUCU }+ cU o00 140348-135 a) � o O U N �O i-- c C N IY] C o CO � ~ Co cNam X C) 4-1 U) ,M N N- - Co =0 �o �� •i CULO 0 O I 4�LO @a;tf 0 O ��tio .U) o- >, `O w N 00 ami C oM a n o �o •� s= C o0 :t C .V oQ E-0 �(D o� o 6 a� -0� oC6 U L C � CO O � N N a a C O (6 Q. O (0 V � C 0-0 a �o C U . C O N In a)a) ;_ o 0) Cn E Cn U O -0 rC CU LL C �0 s C: C v w a CU 4) >' cC FQ D m 0 0 Q L A k 6" Min W No. By Date 1. 2. 3. 4. Reviewed No. By Date 1. 2. 3. 4. Drawing Scale Size Arch D Date 7/21/14 By JDK Project No. 140348-135 Sheet PEX-1 CONCRETE DELTA TUBE PEX INSULATION (Note 2) SAND OR GRAVEL BASE 1.25 SCHED 80 PVC RETURN PIPE 1.25" BRASS BALL VALVE 1.25 BRASS NIPPLE 1.25" BRASS ELBOW 1.25" BRASS STREET ELBOW STEP RACK 1.25" PVC x BRASS ADAPTOR 1.25" STEEL NIPPLE 0.50" BALL VALVE 1/2"X5/8" BRASS HOSE BARB 8-1/2" MANIFOLD BOX Manifold Box - Left Side Detail Scale: 1%2"=1'-0" DELTA TUBE PEX 10 RUN MANIFOLD BOX 7 LOOPS PER MANIFOLD CONTROL JOINTS SHALL BE NO GREATER THAN 3/4" WHEN A 4" FLOOR IS POURED REBAR OR 6"x6" 10 -GAUGE WIRE MESH VAPOR BARRIER Slab Construction - Cross Section Scale: 1Y2"=1'-0" DELTA TUBE PEX CONCRETE 4" TRENCH TIED DOWN TO SLAB FLOOR DRAIN WIRE MESH OR REBAR 145° ---_ --F F Min. _ C REBAR OR 6"x6" :...... 75 10 -GAUGE WIRE _m MESH (TYP) 14" Min TRENCH FOOTING G Slab Construction - Trench Drain Cross Section PEX-2 Scale: 1%2"=1'-0" 1.25" SCHED 80 PVC Date 1. 1.25" PVC x BRASS 2. 1.25" SCHED 80 PVC RETURN PIPE 4. ADAPTOR No. By SUPPLY PIPE 1. 2. 1.25" STEEL 3. 4. 1.25" BRASS Drawing NIPPLE Scale BALL VALVE Size Arch D Date 1.25" BRASS 7/18/14 By BALL VALVE 1.25"X6.0" BRASS Project No. NIPPLE Sheet 1.25"X4.0" BRASS NIPPLE 1.25" BRASS O O O O O MANIFOLD STREET ELBOW O O 0 0 0 0 0 Ll BOX 1 .25" BRASS 1.25" BRASS ELBOW ELBOW \1.25" COPPER MANIFOLD STEP RACK PREASSEMBLED WITH REQUIRED PREASSEMBLED BALL VALVES AND HOSE BARBS Manifold Box - Front Detail D PEX-2 Scale: 1%2"=1'-0" D) E PERI -2 DELTA TUBE PEX 10 RUN MANIFOLD BOX 8 LOOPS PER MANIFOLD Delta Tube PEX Slab Heat - Layout Detail / Scale: 1"=l' -O" 1.25" BRASS ELBOW 1' 6" >1 1.25" BRASS STREET ELBOW 11-011 (TYP) STEP RACK MANIFOLD PREASSEMBLED BOX E Manifol B x - Top Detail PEX-2 Scale: 1%2"= '-0" 1E TIES - TYP 12' RE IES (TY ) WIRE TIE 1.25" BRASS ELBOW 1.25" COPPER MANIFOLD PREASSEMBLED WITH REQUIRED BALL VALVES AND HOSE BARBS F Wire Tie - Detail PEX-2 Scale: 6"=l' -O" ■ Notes (unless Otherlelse Specffiad) 1 Floor Heat Water System is designed for 130°F - DO NOT EXCEED THIS TEMPERATURE. Failure to comply will result in System Damage 2 Install Vapor barrier and Insulated floor as required by location. 3 All tubing loops to be one piece - DO NOT SPLICE TUBING IN CONCRETE FLOOR. 4 Install tubing on 12 Inch center with a minimum radius of 6 Inch on all loops. 5 Install all tubing 6" to 12" from all outside walls and floor drains. 6 Tie tubing to rebar or 6"x6" 10 gauge wire mesh every 2.0 Feet 7 PRESSURE TEST TUBING WITH 40 PSI AIR PRIOR AND DURING CONCRETE POUR. 8 Installation to follow all state and local codes where applicable. 9 Notify Delta T Solutions if changes are necessary so the design can be modified as required 10 This Drawing to be used in Conjunction with Delta T Installation & Operating Instructions for HD Tube u� c 0 E in OU co uj O N � O O Cn L N cu U) o O o N 1 rn o® N N 0) O 0� ■� c0 C6 MCU _ m � > Co o U N F- t _ O Cd °vi O= 04c U) = ~ � - c � c m Cl) o " CM.5 X o Z U) , c N "3 - o M Lo �a •C CU LO 0O L c cd 0 L0 �- 0 __ r i uUi �ti O -� I*-- C) >1 0 W N 00 � c 0- O m a a a) c O N N N O U) 3 (6 c ._ � U o M E � L N o � o — c c C6 o n C io U L c O (U N L cu a> -0 0 c Q m m � U io O N O O � U L O N c C a� m E °a 0 o E � E N U � O C N 70m -0LL .c c m� L Q) U X C Co T W cu C CL a CLa) F -Q oa i No. By Date 1. 2. 3. 4. Reviewed No. By Date 1. 2. 3. 4. Drawing Scale Size Arch D Date 7/18/14 By JDK Project No. 140348-135 Sheet PEX-2 O CO O CO r CO O CO 3 -WAY 70NF VAI VF A Delta Tube SD Layout SD -1 Scale: 3/6"=1'-0° 0) No. U) C 0 Date 1. E 2. c°n 0 3. 4. Reviewed e 4 - No. CD o Date 1. N 0 2. P N 3. < Z) U E 01 m 4. t/i 10 Drawing NO ® Scale O (), �� c U Arch D m a o00 7/21/14 By E 0 > N 4O No. I— N 0 0 0 inaW- 00 Cfl CI) o' m O ca m L �_ I` CM'5 x O 4.0v! N 3 - M o o low 'C NC) 0 O L 1 N LO o LC) M •� I,-- C) o ti O >, o W N QO Q� 0 n CL � C � O a O O O U)L 3 c '— O -o U N U_ O Q E _0 L ai O � w C Q — C C m C .. O (SS U L U) O N � N yr- L L Cu Q 0 Q a U U 'Op N 4= = C O O C U — C O N � U O O E 0 U C O O U) U .L O _0-E r C m J a Cy c LL � U) 0CU s o Ca �Q = m C) O Q L CD 0) No. By Date 1. 2. 3. 4. Reviewed No. By Date 1. 2. 3. 4. Drawing Scale 3/s"=1'-0" Size Arch D Date 7/21/14 By JDK Project No. 140348-135 Sheet CABLE -TIE (TYP) Delta Tube SD Manifold DELTA TUBE SID (TYP) n9:1 TA Ti IPP: Qn HWR HWS HWRR DELTA TUBE SID ELBOW — FITTING PRE-INSTALLED ON MANIFOLD (TYP) HWS HWR DELTA TUBE SID DELTA TUBE SID SPACER (TYP) Delta Tube SD Piping Wall Connections - Section View Scale: 1Y2"=1'-0" DELTA TUBE SID bU F-LBUW SID ABLE SID TUBING (TYP) TIE (TYP) (TYP) HWRR HWS Delta Tube SD Manifold - COMDonent Detail E 0 1. U) 0 'Date cc o C\1 @ 0 Cl) E 0 0 M 70 C\1 04O ''^�^ 0-) 0 < U) < 0 moCc a 00 E > Cq 0 Cis E C\1 0 ia) .5 0 00 co C Im �— (0 � 31 = CO C) N CL) X =3 0 C14 C6 CC* 00 C M CiX Lo 0 43) C N C) C co LO (0 0) 0 04 'a 0) U-) F- (1) co U) r— T— LO Zt: 0 _0 r-_ 0 0 1,-- 0 0 00 C WN (D CL 2 CL 0 2.2? M 0 0-6 0— CL = C5 402 C 0 CU C 0 W 0 r - cc iless Otperwise Specified) 1. On -bench hot water heating systems are designed for 130-140°F water. Do NOT exceed this temperature or system damage can occur. CL All PVC Piping to be Schedule 80. All Steel Piping to be Schedule 7, 10, or 40. See installation manual for your specific pipe based on design criteria. 3. Maint in a 'water treatment program appropriate for all the materials in the heating system. Also, the pH of the system water is to be maintained between 6.8 and 8.5. 2 OCR: —C All pip ng to be supported so that heat source does not support piping weight. 5. Vent high spots in piping mains to prevent air locks. :3 Piping runs to be supported as required. 7. Installation to follow all state and local codes where applicable. -0 Notify Delta T Solutions if changes are necessary so the design can be modified as required. : 9. All line: voltage and low voltage wiring, conduit and disconnects shall be furnished and install,�,�d by others. 0 Field ,.00rdinate/verify all dimensions, voltages, amp draws and conditions before installation. 0 (a (A 2 (1) D 0 E =3 0 C -0E E(1) CO= 0 -0 C: .— U) 49Z j cc — -0 CM U. ca CA 0) 0 U r- Co cc < 4) o L= Notes (u; iless Otperwise Specified) 1. On -bench hot water heating systems are designed for 130-140°F water. Do NOT exceed this temperature or system damage can occur. 2. All PVC Piping to be Schedule 80. All Steel Piping to be Schedule 7, 10, or 40. See installation manual for your specific pipe based on design criteria. 3. Maint in a 'water treatment program appropriate for all the materials in the heating system. Also, the pH of the system water is to be maintained between 6.8 and 8.5. 4. All pip ng to be supported so that heat source does not support piping weight. 5. Vent high spots in piping mains to prevent air locks. 6. Piping runs to be supported as required. 7. Installation to follow all state and local codes where applicable. 8. Notify Delta T Solutions if changes are necessary so the design can be modified as required. : 9. All line: voltage and low voltage wiring, conduit and disconnects shall be furnished and install,�,�d by others. 10. Field ,.00rdinate/verify all dimensions, voltages, amp draws and conditions before installation. Revised No. By D 1. 2. 3. 4. Reviewed No. By Date 1. 2. 3. 4. Drawing Scale 1"=1'-0" Size Arch D Date 7/2%4 By JDK Project No. 140348-135 Sheet SD -2 Hot Water Supply Elevation Top View El C A F1 5 FF2 P2 E2 Level ofFiriicshed Floor 2" MPT Boiler Return Connection FL1 E2 RBI IE2 399 HIGH EFFICIENCY CONDENSING BOILER IM Recommended rABoiler to Section Pump - Detail View_ 1',,.,1inirnum Boiler � �-3 Scale: 2"=1'-011 Service Clearance M M 0 1" HWS CONNECTION :B:V:] TO BENCH HEAT See Drawing Z-1 1)/2"x1" BUSHING ON ZONE PIPING See Drawing Z-1 1)/2" HWS T F-/ I P2 F-/ IE2 1Y2" HWS CONNECTION TO SLAB HEAT See Drawing Z- -------- - -------- Boiler HWR Plumb Line ---------- 1" ---------1" HWR CONNECTION 1Y2" HWR CONNECTION TO BENCH HEAT TO SLAB HEAT See Drawing Z-1 See Drawing Z-2 %"xl" BUSHING ON ZONE PIPING 00(� See Drawing Z-1 111Y2/2.'" HWR T P2 RBI IE2 399 CONDENSING BOILER (Back View) 0 En M EM o oiler Piping Schedule Description Part No. 1 PIPE STEEL GRV SCH 10 1.5" x 8.5" DSP15010-0085 1 C: 0 2 PIPE SCH 80 PVC 1.5" DPP150-6--j AR C) N @ 0 1 1 ELBOW STEEL GROOVED 900 1.5" DSE150 2 C/) E 2 ELBOW SCH 80 PVC 900 1.5" DPE150 7 U) 0 E c:) D 0 T TEE SCH 80 PVC 1.5" DPT 150 5 2 0) co LO k ADAPTER GROOVEDxMPT 1.5" DSA1 50 3 04 (:3) U) .2 >. C14 - O(J) M = < co < �N COUPLING GROOVED RIGID 1.5" 0 DSCR150 5 �V BALL VALVE SCH 80 PVC 1.5" DPV1 50 3 -5 E > 75 00 F-1 125# CAST IRON FLANGE 1.5' DEFC15 2 0 0 C14 F -2 VAN STONE FLANGE 1.5" DEFP15 4 Cd E CN 0 () 00 Br REDUCER GALV 2"x15FPT DSHBG200150 1 co a(0 B -0 0 g BUSHING GALV HEX 2"x1.5" DSHBG200150 1 co N (0 a) rt BUSHING, SCH 80 PVC 1.5"X0.50" DPB 1 5005OF 3 0 =3 x 0 N1 NIPPLE GALV 0.75" X 24" DSNG075240 1 00 N2 NIPPLE GALV 0.75" X 12" DSNG075120 1 C (D cc aw Lo .0 r- -:5 � 6W r— N C) 3 NIPPLE GALV 0.75" X 3" DSNG075030 2 - 0 0 CU Ln �- j5 CV 4 NIPPLE GALV 1.5011 X 311 DSNG150030 1 o U I V HOSE BIB MPTXHOSE 0.50" DSHB050 16 0 0 W rCN -- >1 00C) �1 CHANNEL GALV 1.625"x40" DSMU-040 5 r- C I a) STRUT CLAMP if 0- (PLATED) 1. 0 U MulOu 1 2 ma - 0 0 0-6 2 il- CL E -0 4) 0 a .S� Z C CU - - m.._.__.- - -- Ll......... . . . . . . . . . . . . 0 M lei PRESSURE RELIEF VALVE CU W 0) 0 (1 of 2) a) Q 0- Q -a 0 N3 H 0 a) 0 6EG E -0 1 -0 E 0 . N 1 ... ... ......... LL CU CL cu 0 0)0 M N3 co -0 CL ) EG M N2 ..... . .... ......... . .. — --------- ........ . ....... LM epi z :1 By -Pass Feeder - Piping View Scale: 6"=1'-0" EQUIPMENT SCHEDULE 1 I BY-PASS FEEDER PIPING SCHEDULE DMPF2P DPP100-03 DSTG075 DSV075 DPV100 DEH075 DMHC07 DSHF075XO75 DSNB075013 DPHF100SX075B 1 c 0 P PIPES H ,PVC 1.00"X3.00" uvva ;. T TEE G LV.' PT 0.75" Date BV1 BALL V LV FPT 0.75" a 0 BV2 BALLV LV PVC 1.00" p HS FT. RU BE HOSE 0.75" DIA., FT N HC HOSE LA P 0.75" C� O N HF BRASS HO E FITTING 0.75"MPTx0.75"ID m N NIPPL IBR SS FPT 0.75" CL Date F 1.00" SLIIP X 0.75" BARB DMPF2P DPP100-03 DSTG075 DSV075 DPV100 DEH075 DMHC07 DSHF075XO75 DSNB075013 DPHF100SX075B 1 c 0 ction 0 m a n uvva ;. a) c E Date L L �- 0 r s inlet may be circulatipu The feeIde uld be installed in a convenient location where it may be easily filled. the ther on the pressure side of a main line valve or on the pressure side of a p. a 0 CD 0 p ka: O N 2 3 As showint the by pass thewater througha feeder. A %4" bavale following diagrams, 3/4" hose should be used to connect the feeder to a line of the system being treated. the direction of flow should be up should be placed on each side of the feeder. C� O N z_ _ 0 m o _@ NCU Date = _0 Eos C()o U 'F g N and should be installed near the bottom inlet to the feeder with a e. 0.0 N L d7 �o 4. (n �C() tructions ■� c0 5 The in Ii vale certain it s operating cap and Ilow C w.. O f0 scale E0 U L Arch D cli 0 0 N a� 0 6 7 Close thE jdra' inlet feedr v Open th feed the feed a valves. d in U d. By JDK ter- L L (6 sheet mC a) n c ®_E� U) C1 �F-(0 Of:� N U Amo L o U 'O a) w= FM 0' 5^ x 0 0 •d+ (o V) ?� NEli U) 00 O 00 Lo �� co LO CO L E0 LON =° 0 0 In i ti O = >1 0 W N 00 -t c n -s= ction 0 m a n uvva ;. a) c By Date L L �- 0 r s inlet may be circulatipu The feeIde uld be installed in a convenient location where it may be easily filled. the ther on the pressure side of a main line valve or on the pressure side of a p. a 0 CD 0 U) 3 2 3 As showint the by pass thewater througha feeder. A %4" bavale following diagrams, 3/4" hose should be used to connect the feeder to a line of the system being treated. the direction of flow should be up should be placed on each side of the feeder. C� O N t-- N C.0 'a o _@ By Date = _0 E L a> 'F A drain is'rable valve ina li and should be installed near the bottom inlet to the feeder with a e. _ O 4. � L tructions Drawing N 5 The in Ii vale certain it s operating cap and Ilow C w.. O f0 scale V=11-011 U L Arch D Date N C a) 6 7 Close thE jdra' inlet feedr v Open th feed the feed a valves. d in ca N By JDK ter- L L (6 sheet BPF -1 a) n c Q M Q 0 C U 'O a) w= C O O C U — C N '— L O .� N C U a) a) E -0 7 U C O E U 7 U OrM C 4� J LL L Coa) U U Co Co a a C a) > HQ L LL N N M m Installation I tr ction i ♦y x uvva ;. No. By Date � r s inlet may be circulatipu The feeIde uld be installed in a convenient location where it may be easily filled. the ther on the pressure side of a main line valve or on the pressure side of a p. 1. 2. s. 2 3 As showint the by pass thewater througha feeder. A %4" bavale following diagrams, 3/4" hose should be used to connect the feeder to a line of the system being treated. the direction of flow should be up should be placed on each side of the feeder. 4. Reviewed No. By Date 1. 2. 4 A drain is'rable valve ina li and should be installed near the bottom inlet to the feeder with a e. s. 4. Add Chemic In tructions Drawing 5 The in Ii vale certain it s operating cap and Ilow should be open. close feeder valve, open the drain valve and make properly and the pressure in the feeder is relieved. removed the water to flow out of the feeder drain. scale V=11-011 size Arch D Date 7i21/14 6 7 Close thE jdra' inlet feedr v Open th feed the feed a valves. d in valve, add the proper amount of chemical to the feeder, and crack the ve to fill the feeder with water, replaced the cap. r valves and partially close the main line valve to force the water through r about 3 to 4 minutes, open the main line valve and close the feeder a pot feeder. repeat if necessary By JDK Protect No .v .. 140348-135 sheet BPF -1 Feed Water System - Piping Detail Scale: 6"=1'-0" �iping Schedule erri Description E ELBOW, SCR, STL, 0.5" V BALL VALVE, SCR, BR, 0.5" T TEE SCR STL 0.5„ U UNION, SCR, STL, 0.5” B BUSHING, SCR, STL, 0.5"x0.25" 11'41 NIPPLE, SCR, STL, 0.25"x1.5" 2 NIPPLE, SCR, STL, 0.50'x2" 3 NIPPLE, SCR, STL, 0.50"x3" 4 NIPPLE SCR STL 0.50"x4" Feed Watir 1 Part No. DEVPR050 DEGP060 DEGPS PER DESIGN PER DESIGN Part No. DSEG050 DSVB050 DSTG050 DSUG050 DSHBG050025 DSNG025015 DSN G050020 DSNG050030 DSNG050040 C 0 0 =1 2 2 5 2 2 1 8 3 1 CA C _o E o O N L Ol N U)0 Eo a� Dv dcy)-0 LO O � ■� �U C) E� N a) 0 O U muo, o C E9 � Cl) C) .=3 x r b. f!) 00 N � � s =Lo N C) o 'L M Lo o ❑ N o C LO ®� Cti0 >, `o W N 00 •C C o m Q a- � •c -, o m oD cc 0 t c 3 c •- o U N c.2 O Q E � N v -O -, .0 O - C C � N L a y C Y O m U L Y N t c L (Q 0 C O N Q U 0 C N 0-0 O Lp N C O C U •� C L O •--� to C N N N E Y U C O E N .L U C O C � — U J (6 t Y -0 tm L N -O C_ C a'' m CL L O rn U L C: V �oO -0 CL mU a) >1 F- C C 06 m L_ OQ L 0 No. By Date 1. 2. 3. 4. Reviewed No. By Date 1. 2. 3. 4. Drawing Scale Size Arch D Date 7/21/14 By JDK Project" Plc. 140348-135 FWA Level off, Finished Flooi A Boiler Venting v-1 Scale: 1%2"=1'-0" EQUIPMENT SCHEDULE item Description Park No. Qty 1 RBI Infinite Energy 2 IE2-399 1 lotes DPP40040 AR DPE4-40 2 DPC40040 1 DP400-VBS 2 �i c O o Date E o 0 U �Cpj/wv LM Oi o �pti O ata.4-0 o Date 1. o 2. LM 3. v7 4. Reviewed U)0 �0 No. By Date 1. NLO 2. rn a® N j �N °) o < U5 ■_ Drawing Scale =U 1%--=1'-0" Size Arch D a)00 E o O U By JDK m� OE�U)C�(0 _ 140348-135 Sheet � ry N L ' a) x O FM�''�^^ � vJ co N � --000 � O L O 0 O 'r- Ln 1 a) 4) LO O i r Lr) T r •�� C) C >, o W N 00 � C mCLw o M n L Y O O L c 3 .� c c' 0-0 U O O Q Z3 E _0 L a) ,2-2 .0 O — C C � a) � C Y O aS U L C (D CO a) L - CO a7 Q C CU a) U = C Y () U _0 a) w = C O O U a) '- L O Y N C U E 0 7 Y U C O E � O U O r. C a En (0 y _0Q C L _0 C CO � L ., UU CO CU H Q / L ■ OQ L 1. Vent must terminate: • At least 6 feet from a 'acent walls and no closer than 12 inches below roof overhang. • No closer than 12 inc es below roof overhang. • At least 7 feet at: ove ny public walkway. • At least 3 feet ak:, ove ny forced air intake within 10 feet. • No closer than 1.? inches below or horizontally from any door or window or any other gravity air inlet. 2. All vent pipes connections must be secured following manufacturer instruction, properly supported, and the exhaust must he pitched a minimum of a 1/4 inch per foot back to the heater (to allow drainage of condensate). 3. Air Inlet must term ate at least 12 inches above grade or snow line; at least 12 inches below the Vent termination. 4. Do not terminate o ser than 6 feet horizontally from any electric meter, gas meter, regulator, relief valve, or other eqL pm''nt. Never terminate above or below any of these within 6 feet horizontally, 5. Weight of Vent ani InIE t Air piping must not rest on the boiler. Draft hood and boiler top must be easily removed for norm I boi er inspection and service. 6. Boiler must have th c mbustion and ventilation air minimum requirements for net free air supply openings. 7. All vent pipes connecti ns must be secured following manufacturer instruction, properly supported, and the exhaust must i)e pit hed a minimum of a 1/4 inch per foot back to the heater (to allow drainage of condensate). B. Installation must cbmply with local requirements and with the National Fuel Gas Code, ANSI Z223.1 for U.S. installations or CSA B149.1 for Canadian installations. 9. Read and Follow the Instructions in the Boiler Manual for any additional requirements for that may apply to your specific situation regarding the installation of the Vent and Air Piping for your boiler. 11 Revised No. By Date 1. 2. 3. 4. Reviewed No. By Date 1. 2. 3. 4. Drawing Scale 1%--=1'-0" Size Arch D Date 11/10/14 By JDK Project,No,. _ 140348-135 Sheet V-1 3 Level of Finished Floor 4-. 0....4-:..... r-)..-- 11... J ...:1 \ Scale: 3"=1'-0" EquiorrVjent Schedule 1 VI( LV , 3 -WAY, 24V, 1.00" HONEYWELL VC SERIES 1at� o � Vw�® o 2 F OW!REGULATOR, 1.00 AUTOFLOW YR SERIES 1 _=3 N Q L U'Pi ing chedule (Provided w/ Optional Piping Package) QQ CU CU r P I PrE QVC SCH 80 1.00" E1 E BO GALV FPT 1.00" E2 E BO PVC SCH 80 1.00" T T E C SCH 80 1.00" A A AP ER PVCxFPT BRASS 1.00" BV B, LLALVE PVC SCH 80 1.00" B1 B� SH G PVC SCH 80 1.50"x1.00" B2 Bi SH G PVC SCH 80 1.00"0.50" FPT N1 N PL GALV 1.00"x4.00" N1 N PL GALV 1.00"x3.00" DV D I VALVE 0.50" 1. 'Parr No 80. All Steel Piping to be Schedule 7, 10, or 40. See installation manual on design criteria. t t v G� -q C � 3. All piping to be suppxte(Ij so that heat source does not support piping weight. 4. Vent high spots in pii ing sins to prevent air locks. 5. DPP100 as required. AR N s �' � Notify Delta T Soluti(11w s i changes are necessary so the design can be modified as required. 8. All line voltage and I v �— 9. Field coordinate/veri all DSEG1001 3. 0 ■� U 4. DPE100 1 ,~ DPT100 Size 2 E- ° _ ��N 11/10/14 By JDK o DBA100 3 0° ® C E0 ' 00 DPV100 4 Un C DPB100100 2 N C) L m DPB100050F 1 :5 x o N 3 .4+ U) ca = - `� DSNG100040 1 0 ai Lo DSNG100030 4 -� o C N O LO DSHB050 1 n Q N :t!0 =rLO o T r i ti O � in `o W N 00 nt o ca QQ L a+ O Co O � 3 c' 0-6 U N C .0 O Q 3o E a L N O .fl C 0 Co L -0 Co O (a U L -0 N C U a5 O L (a a QC ° Co Q a) U C N U "O O = C O O C U L O h C U N N E0 7 7 U C O O U O +C 00 -0 C_ a) YN Q -0 0) C LL ca CU L .. Q► ' 3 V mm -a Q A♦ 5L � c ~a W m C CD.v U _ C C •— M o N Mimi oa L 0 1. All PVC Piping to bE'Sctdule for your specific pip( bad 80. All Steel Piping to be Schedule 7, 10, or 40. See installation manual on design criteria. 2. Maintain a water trey tmt of the system water to� program appropriate for all the materials in the heating system. Also, the pH a maintained between 6.8 and 8.5. 3. All piping to be suppxte(Ij so that heat source does not support piping weight. 4. Vent high spots in pii ing sins to prevent air locks. 5. Piping runs to be Sul I ipo4d as required. 6. Installation to follow11 st f1te and local codes where applicable. 7. Notify Delta T Soluti(11w s i changes are necessary so the design can be modified as required. 8. All line voltage and I v Itage wiring, conduit and disconnects shall be furnished and installed by others. 9. Field coordinate/veri all imensions, voltages, amp draws and conditions before installation. No. By Date 1. 2. 3. 4. Reviewed . No. By Date 1. 2. 3. 4. Drawing Scale Size Arch D Date 11/10/14 By JDK Project NO. 140348-135 Z-1 Level of Finished Floor Boiler to Section Pump - Detail View Scale: 3"=1'-0" 3 -Way Valve Actuator Valve in Open Position A B-4 AB to 0 quipment Schedule 1111 3 -WAY VALVE, 24V 1.50" BELIMO DEVS3150 1 2 1 FLOW REGULATOR, 1.50" AUTOFLOW YR SERIES 1 I Piping Schedule I V'' Ive in Open Position n A O r < m O C) Z m O O Z B Control Va ve Actuator Detail L Scale: 8"= V-0" 1 1. jr I PIPE PVC, SCH 80,1.50" DPP150 AR program appropriate for all the materials in the heating system. Also, the pH a maintained between 6.8 and 8.5. 1 TEE GALV, FPT, 1.50" DSTG 150 1 2 TEE, PVC SCH 80, 1.50 DPT150 3 d as required. ADAPTER, PVCxFPT BRASS 1.50 DBA150 4 7. V I BALL VALVE, PVC SCH 80,1.50" DPV150 4 wiring, conduit and disconnects shall be furnished and installed by others. 9. BUSHING, PVC SCH 80, 1.50"x0.50" DPB1505OF 1 1 NIPPLE, GALV 1.50"x3.00" DSNG150030 6 1. V DRAIN VALVE 0.50" DSHB050 1 V'' Ive in Open Position n A O r < m O C) Z m O O Z B Control Va ve Actuator Detail L Scale: 8"= V-0" 1 1. All PVC Piping to bE'Sc for your specific pipe ba Jule 80. All Steel Piping to be Schedule 7, 10, or 40. See installation manual ' d on design criteria. 2. Maintain a water tre tmt of the system water s to program appropriate for all the materials in the heating system. Also, the pH a maintained between 6.8 and 8.5. 3. All piping to be supr rte i ilso that heat source does not support piping weight. 4. Vent high spots in p ink mains to prevent air locks. 5. Piping runs to be su po d as required. 6. Installation to follow 11 s to and local codes where applicable. 7. Notify Delta T Soluti ns 1 changes are necessary so the design can be modified as required. 8. All line voltage and I w 41tage wiring, conduit and disconnects shall be furnished and installed by others. 9. Field coordinate/veri y alp dimensions, voltages, amp draws and conditions before installation. c 0 E 0 �_ 0 0 0 Cn N co U)0 EO 4)0-)7 o N U Lo -2 ® ) CV (j)0-) ca cli E>�N a) o O U d. F C CU O m C 00 U) 3+ im CD cNum o •� X o ice+ Cn 4- N 3 s = N O = :3 0 �� 'i CO In 0o ! i W LO O r lC) p .� •01 t` p C 0o WCV00 a� o m 0- 0 o �o 0-0 w@ C .V O Q N � E L N 0 N _ •= O C CUC C O M U -F- -0 -0 Cn C f0 N CU 0 C - Co a- (D � U C U 'p N O O � U C w O U C N ;_ o= UO r C '0_E J LL C 00 s Co Q- D O 5 J Scale 3"=1'-0" Size Arch D Date 11/10/14 BY JDK 1 140348-135 1 Z-2 0 LU LL W M w to x CD of J J Q w ry U w U ry Q _ U D Y Z 0 0-1U Q C) N a 0 U ILDING RESTRIC -0" IN CLUB HOUSE P OF RIDGE .4 3/4" (EL. 39.75 W/ HEIGHT I mm SEMCO STANDING SEAM METAL ROOF (COLOR: GALVA LUME PLUS) OVER GRACE WATER & ICE SHIELD. MTL FLASHING AT DRIP EDGE 5/8" STRUI`TURAL PLYWOOD (SEE STRUC'T'URAL DRAWINGS) DO NOT MEASURE DRAWINGS NOWT ARCMTECT OF ANY AND ALL DISCREPANCIRS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES IN 11 F MING - 5.5" PEN CEL SEALECTI N 500' (SEE RODUCT ULLETIN) R- 1 (MIN.) IG ITION BARRIER TO BE APPLIED OVER SPRAY FOAM. MFG: 'BLAZE LOK'-T.B. (SEE TECH DATA SHEET, TYP.) 5/8 ITR CTURAL PLYWOOD 1 (SEE S IRU TURAL DRAWINGS) SE MCO STAN ING SEAM METAL ROOF 2 (COL R: GALVA UME PLUS), 'IOV R GRACE WATER & 14 12 ICE SH ELD. MTL AS ING AT DRIP EDGE 3 A6.21 — CROWN MOULD PROFI ! (S S CRAFTSMAN INC. 3 800-992- OOD) CA LO #3453 3/4" X 3-1/2" OVER 1 X 6 FACIA AZEK, OR, EQUAL SYNTHETIC PROD 'CT ikLTERNATE - WOOD 12 COLOR BM ICE MIST #2123-70 2 X 13 WINDOW A "AZEK" SYNTHETIC 3 12 PRODUC OR- EQUA AL RNATE - WOOD PT KDT 2 PTD (SEE DE Alh SHEET A X.00 FOR i — — — — — — AD ITICNAL INFORMATION). i COLO BM ICE MIST #2123-70 i Dill RM I R / CLERESTORY WINDOW SE COLOR BM ICE MIST #2123-70 NDERSEN 'A" SERIES OL LE HUNG WINDOW 6 i� i �l Z i -----�� 4 4 CHAMFERED SILL 3 LAMINA ED SYNTH: TI LUMBER OR FINISH — LUMBE 13....: /lei PRE -ENGIN: EREC COLO BM' ICE MIST #2123-70 �� ! 12:12 TOP CHORD ` (SEE TRUS;DWG, I INSULATION (R-21 — —/ MANUFACTURED♦ k 'SEALEC 500, BULLETIN, IYP..W i :..E Z FINISH LUMBER, 1 61 PARTIAL ELEVATION 'B1' A4.30 Scale: 3/4" = V-0" These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. AB3o WALL SECTION 'B1' Scale: 3/4" = V-0" REVISIONS #5 & #5.1 - C PLAN REVISIONS - 06-1 8-1 4 MAIN CLUB HOUSE - TOP OF PLATE DINING HALL REVISION 1 PLAN CHANGES 01/31/14 REVISION 2 LIFE SAFETY PLANS 03/25/14 REVISION A3 MEETING COMMENTS 04/17/14 REVISIONS 4\,4 RPC PLAN REVISIONS 05/22/14 a OL @ N N M 0 N M — — — — — — T-.1 ARD— N00 o u rn _..... _................................ _.. ........ ... __...._\�_....... .. ............. MAIN CLUB HOUSE OF PLATE COLOR: BM. ICE MIST #2123-70 FOAM INSULATION R-21 5.5" U =3o 0) LL -TOP — — — — — — 12 —SPRAY — — — — — — — — — — --� —�---- — — — — — — -------- LOUNGE /GABLES /KITCHEN / R.R. 12'-10 1/4" (EL. 22.25') 4 _ SPRAYED ON MANUFACTURED ROOF Cn 00 UO 26 (0 (P I .................._............ _ _........ . P.T. 1x2 COLOR: BM. I d7 ---� — — — — — _ � CAIJQI�L'SEALT�C�TLONL — — — — — — — — — — — — — a MIST #2123-70 500' AZE LOK'- ODUCT n C\1 0 U — — OIL MAIN CLUB HOUSE - TOP OF PLATE @ STORAG 110 — — _ I —" BULLETIN, TYP. W/ TRUSS 4x10 DECORATIVE NON -STRUCTURAL TRUSS (BEYOND) 12'-2" (EL. 1 tAL DRIP EDGE I I MAIN CLUB HOUSE -TOP OF PLATE @OFFICES OIL �� I I 6x6 DECORATIVE 3 -PIECE 11'-5 1/4" (EL. 20.83') P.T. 2x3 FASCIA (TYP.)COLO - ' BRACKET (BEYOND) — — — — — : BM. ICE_MIST #2123-70 I I — �� I— I I CROWN MOULD PROFILE(S&S CRAFTSMAN INC. 800 -992 -WOOD 3 ( ) I I I i :..E Z FINISH LUMBER, 1 61 PARTIAL ELEVATION 'B1' A4.30 Scale: 3/4" = V-0" These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. AB3o WALL SECTION 'B1' Scale: 3/4" = V-0" REVISIONS #5 & #5.1 - C PLAN REVISIONS - 06-1 8-1 4 CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION C PERMIT SET 12/13/13 REVISION 1 PLAN CHANGES 01/31/14 REVISION 2 LIFE SAFETY PLANS 03/25/14 REVISION A3 MEETING COMMENTS 04/17/14 REVISIONS 4\,4 RPC PLAN REVISIONS 05/22/14 REVISION Z5A RPC PLAN REVISIONS 06/18/14 N N M 0 N M 0 Lo ns �o N00 o u rn c o rn U M U =3o 0) LL U) LLN o N Cn 00 UO 26 (0 (P 0 _ o d7 U IL U 4) EL U Cts0 U) 0 a � n C\1 0 U 0)N CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION C PERMIT SET 12/13/13 REVISION 1 PLAN CHANGES 01/31/14 REVISION 2 LIFE SAFETY PLANS 03/25/14 REVISION A3 MEETING COMMENTS 04/17/14 REVISIONS 4\,4 RPC PLAN REVISIONS 05/22/14 REVISION Z5A RPC PLAN REVISIONS 06/18/14 ARCHITECT'S SEAL CADD DWG, FILE NO. F7_ SCALE AS SHOWN DRAWN BY SMZ LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB WALL SECTION 11311 LU U W H U ry Q U Z) Y Z O w U Q 0 0 N I n. O U M a .............. 5 oW �Q w ..................................... ................................ ................................ ............................................ . .. ...... . .. .. d a a d. d d Q a. 4- d o do a o a a These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. ` 12 4 5/8" STRUCTURAL PLYWOOD (SEE STRUCTURAL DRAWINGS) SEMCO STANDING SEAM METAL ROOF (COLOR: GALVA LUME PLUS) OVER GIRAC ICE SHIELD. MTL FLASHING AT DRIP EDGE BUILDII GJRESTCTIOVHEIGHT 35'-0" i MAIN CLU4 HOUSE - TOP OF RIDGE MAI CLUE HOUSE - ' F PLA RMERS 24-1113/4" ( . 34.38') �OT 11.101111NEW SPRAYawl l ��l Elm- • . . • SPRAYED ON MANUFACTURED ROOF TRUSSES. 5.5" APPLICATION'SEALECTION �,�A�,.�i�,i�,��a�� • - • - iF i�1L3C'J191WLL �taeietr.r 0�p60 1 �► �I� 500'W/'BLAZE LOK--T.B. (SEE PRODUCT BULLETIN, �TYP. W/ TRUSSES 800 -992 -WOOD) CATA • OVER 2 EST, RY (I-yp-) IF (TYP.) 'HED CHAR DO NO4kVC_;10_V1Ut;r1VN. EASURE DRAWINGS NOTIFY AROF Y AND ALL DISCREPANCIES PRIOR TO ANSEE GENERAL NOTES 1 T' �I GbORMIER 5- 3/4 AZEK -OR- EQUAL SYNTHETIC PRODUC NAT 1/2" GYP. 1313. - ♦ -WOOD ♦ I1 I COLOR: BM. ICE MIST #2123-70 3 2 X 12 FREIZE BOARD SYNTHETIC LUMBER OR FINISH - - - A - - .SIM. - - COLOR: BM. ICE MIST T 0 - / 12/13/13 FRA - 5.5" OP�..�N CELL'SE LECTION 0' A6.22 REVISION 2 LIFE SAFETY PLANS 03/25/14 REVISION 3 MEETING COMMENTS 04/17/14 REVISIONS 4 RPC PLAN REVISIONS (SEE P ODUCT BLETIN) R-2 (MIN.) IGNITION REVISION Z5A RPC PLAN REVISIONS ♦♦ _ _ 55 ARCHITECTURAL CED N BARRIER TO BE APPLIED OVER SPRAY FOAM. MFG: RESAWN & REBUTTED FAC Y FINISH 'BLAZE LOK-T.B. (SEE TECH DATA SHEET, TYP.) / LOGG IA \ I � 1 5/8" STRUCTURAL PLYWOOD (SEE STRUCT RAL DRAW NGS) - 2 SEMCO STAN ING SEAM ETAL RO COLOR: BM. SILVER MARLI # 39-50 .......... 12 14 (COLOR: GAD (A LUME PLUS) OVER GRACE WA R & ICE SHIELD. RTL FLASHING AT DRIP DGE / p -_......... _.. A6.21 .... , 3 SHEATHING ASSEMBLY & W T PROOF MEASURES 3 CROWN MOULD PROFILE S&S CRAFTSMAN 22 *CEDAR SHINGLE -RESANNN& REBUTTED WITH INC. 800-992-WOOI:) CATALO #3453 3/4' 3-1/2" A6.22 FACTORY FINISH (OPITIO A - HARDIESHINGLE - 5/8" GYP. BD\(TYP. @ CEILING) 3„ OVER 1 X6 F IA AZEK - R- EQUAL NTHETIC STRAIGHT EDGE PANELS PRODUCT AL RNATE - OOD COLOR: BM. I E MIST #2 123-70 OBDYKE _-----_ \\ \\ 12 3 2X6WINDO HEAD"AZ " SYNTH IC p *FLUID APPLIED MEMBRA14E (E AIRE 230 BY 00: PRODUCT -O EQUAL A ERNATE -WOOD PT w - - - - -v z KDT 2 PTD (S - E DETAIL EET A X. FOR � o ADDITIONAL I FORMATI ). RDING TO MFG. II 1` [0 o COLOR: BM. I E MIST #2 123-70 GUIDELINES VL 3 2x4 TRIM (BE ND) \ COLOR: BM. I E MIST # 23-70 4" CgNC. SLAB V1 FIBERMESH @ 1.;V6 i ANDERSEN "A" SERIES DOUBLE HUNG WINDOW w WWF ON 6 MIL VAPOR BARRIER ON PREPARED CAADE I 3 4 X 4 CHAMFEIRED SILL LAMINATED S NTHETIC L MBER OR INISH �♦ 4" CONC. SLAB W/ FIBERMEH � PRE-ENGINEERED SCISSORTRUSSES BEYOND / '° UMBER (, I 21 1.5 LBS./CU.YD. OF CON R �� of� 13 12:12 TOP CHORD PITCH & 9:12 BOTTOM CHORD PITCF� ,\ ,� I OLOR . BM. ICE MIST #'91123-70 6x6 W1.4xW1.4 WWF ON 6 MI � SEE TRUSS DWGS. FOR ADb'L. INFO. W/SPRAY FOAM Q FII 2-3 DRS INSULATION (R-21 @ 5.5") SPRAYED ON I a . MANUFACTURED` ROOF TRUSSES. 55" APPLICATION w - - GRADE - MAIN CLUB HC Q d a d d d Q C _ d Q. d d 'SEALECTION 0' W/'BLAZE LOK'-T.B (SEF PRODUCT ��♦ BULLETIN, TYP. W/ TRUSSES) �, 0 - \\ r r- , / rr 9 r � 12 \ M a .............. 5 oW �Q w ..................................... ................................ ................................ ............................................ . .. ...... . .. .. d a a d. d d Q a. 4- d o do a o a a These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. ` 12 4 5/8" STRUCTURAL PLYWOOD (SEE STRUCTURAL DRAWINGS) SEMCO STANDING SEAM METAL ROOF (COLOR: GALVA LUME PLUS) OVER GIRAC ICE SHIELD. MTL FLASHING AT DRIP EDGE BUILDII GJRESTCTIOVHEIGHT 35'-0" i MAIN CLU4 HOUSE - TOP OF RIDGE MAI CLUE HOUSE - ' F PLA RMERS 24-1113/4" ( . 34.38') �OT 11.101111NEW SPRAYawl l ��l Elm- • . . • SPRAYED ON MANUFACTURED ROOF TRUSSES. 5.5" APPLICATION'SEALECTION �,�A�,.�i�,i�,��a�� • - • - iF i�1L3C'J191WLL �taeietr.r 0�p60 1 �► �I� 500'W/'BLAZE LOK--T.B. (SEE PRODUCT BULLETIN, �TYP. W/ TRUSSES 800 -992 -WOOD) CATA • OVER 2 EST, RY (I-yp-) IF (TYP.) 'HED CHAR DO NO4kVC_;10_V1Ut;r1VN. EASURE DRAWINGS NOTIFY AROF Y AND ALL DISCREPANCIES PRIOR TO ANSEE GENERAL NOTES 1 T' �I GbORMIER 5- 3/4 AZEK -OR- EQUAL SYNTHETIC PRODUC NAT 1/2" GYP. 1313. - ♦ -WOOD ♦ I1 I COLOR: BM. ICE MIST #2123-70 3 2 X 12 FREIZE BOARD SYNTHETIC LUMBER OR FINISH - - - A - - .SIM. - - COLOR: BM. ICE MIST T 0 - / 12/13/13 REVISION PLAN CHANGES A6.22 REVISION 2 LIFE SAFETY PLANS 03/25/14 REVISION 3 MEETING COMMENTS 04/17/14 REVISIONS 4 RPC PLAN REVISIONS / REVISION Z5A RPC PLAN REVISIONS ♦♦ _ _ 55 ARCHITECTURAL CED N RESAWN & REBUTTED FAC Y FINISH / LOGG IA \ I � ALTERNATE- "HARDIES I GL TRAIGHT UT SEE ELEVATIONS FOR C URqGPATTERN r _ COLOR: BM. SILVER MARLI # 39-50 / p 3 SHEATHING ASSEMBLY & W T PROOF MEASURES �- Q w I 22 *CEDAR SHINGLE -RESANNN& REBUTTED WITH _ A6.22 FACTORY FINISH (OPITIO A - HARDIESHINGLE - / STRAIGHT EDGE PANELS RAINSCREEN HDME SLICK R, Y BENJAMIN OBDYKE p *FLUID APPLIED MEMBRA14E (E AIRE 230 BY 00: w VULKEM) OVER 3/4" STR C U L \,1SPERY FIXED _ ALL PRODUCTS TO APPLIED A RDING TO MFG. II I GUIDELINES VL 6 ANDERSEN DOOR 4" CgNC. SLAB V1 FIBERMESH @ 1.;V6 i LBS./CU.YD. OF ONCRETE OR 6x6 W1.4xW 4 WWF ON 6 MIL VAPOR BARRIER ON PREPARED CAADE I / �� ♦ 4" CONC. SLAB W/ FIBERMEH I 21 1.5 LBS./CU.YD. OF CON R 6x6 W1.4xW1.4 WWF ON 6 MI FII 2-3 DRS VAPOR BARRIER ON PREPAREDFO . GRADE - MAIN CLUB HC Q d a d d d Q C _ d Q. d d WALL SECTION 'B2' Scale: 3/4" = V-0" •1111■■ , •dk , 1■�■■■ = ■■■■■■■■ ■ice \ll_��,_ I aiiiii'i1�ii1111�111111�111111�111111C111111�111�him LB- r1 PARTIAL ELEVATION 11321 REVISIONS #5 & #5.1 iPC PLAN REVISIONS - 06.18.14 I I P; �) w v LID� N p N N M Cr, 0 -o °00 o `L M° 0 ai o �- rn CO Nt co ° p N M �rn :o U j� p 03 r t 1 e Q X i LL (0 C) U) LL N L Lr) cq,) a� H o cn04 M UNr o 01 do-) CU a N N EL U U (6 Q CLO � cu N U p 00 N CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION PERMIT SET 12/13/13 REVISION PLAN CHANGES 01/31/14 REVISION 2 LIFE SAFETY PLANS 03/25/14 REVISION 3 MEETING COMMENTS 04/17/14 REVISIONS 4 RPC PLAN REVISIONS 05/22/14 REVISION Z5A RPC PLAN REVISIONS 06/18/14 i I � r I I \,1SPERY FIXED OP rk 'LL VL LB- r1 PARTIAL ELEVATION 11321 REVISIONS #5 & #5.1 iPC PLAN REVISIONS - 06.18.14 I I P; �) w v LID� N p N N M Cr, 0 -o °00 o `L M° 0 ai o �- rn CO Nt co ° p N M �rn :o U j� p 03 r t 1 e Q X i LL (0 C) U) LL N L Lr) cq,) a� H o cn04 M UNr o 01 do-) CU a N N EL U U (6 Q CLO � cu N U p 00 N CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION PERMIT SET 12/13/13 REVISION PLAN CHANGES 01/31/14 REVISION 2 LIFE SAFETY PLANS 03/25/14 REVISION 3 MEETING COMMENTS 04/17/14 REVISIONS 4 RPC PLAN REVISIONS 05/22/14 REVISION Z5A RPC PLAN REVISIONS 06/18/14 ARCHITECT'S SEAL CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY SMZ LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB WALL SECTION ' B2' A4.40 0 W W W reo J J a LLI U W H U IY Q U Y Z O i U ri Q 0 N ry n O U — (S&S ATALOG #490 1-3/16" X-5- 3/4" ��/ AZEK -OR- EQUAL SYNTHETIC PRODUCT ALTERNATE - WOOD DO NOT MEASURE DRAWINGS V 1/ OR N NOTIFY ARCMTECT OF ANY AND ALL DISCREPANCIES 2 X 12 FREIZE BOARD SYNTHETIC LUMBER OR FINISH LUMBER 3 COLOR : BM. ICE MIST # -70 SEE SPECS. F PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 12 ADD L. INFO. ATTI, 2 X 6 WINDOW (OR DOOR) HEAD 3 5 SPAC REVISION #1 -REVISED PLANS AS PER "AZEK" SYNTHETIC PRODUCT -OR- EQUAL RESPONSE TO OWNER'S COMMENTS ALTERNATE - WOOD PT KDT 2 PTD AS OF: JANUARY 31, 2014 SEE DEATIAL SHEET A X.00 FOR ADDITIONAL INFORMATIONCOLOR : BM. ICE MIST #2123-70 — — — ENTRY TOWER TOP PLATE — — — — 311/2" (EL. 39.44') — — P.T. 3"x8" BEAMCOLOR : BM. - �� \ REVISED OFFICE AREA TO DEPICT NEW AREA FOR ICE MIST #2123-70MULTI-PURPOSE ROOM (107). ADDED 2x12 WALL TO WESTERN OL ENTRY TOWER BEAM HT. M 29'-1" (EL. 38.50') _._...___........ __._-_ .....-- _._-_ _- SIDE OF SPACE. DEPICTED RETRACTABLE OPENING. #$" G 3' 4.. _ _.. Yp,- _. - RACKET W CHANGE CONFIGURATION OF BEAMS IN TOWER AS PER MEETING ..... ... . 2 6x6 1x6 T & G E1L G....... W/ CLIFF DUCH & PETE RODRIGUES. SHOWED LOCATION OF — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — _ — — — — — ENTRY TOWER CLERESTOR HEA E T. 3 28'-0 1/2" EL. 37.46' — — 12 - ... - ATTIC ACCESS PANEL IN FOYER /TOWER (100) FOR ACCESS TO 4x10_DE IVE NON-STRUCTURAL, BEAM_,(BEYOND) ME AL DRI EDG __ HVAC EQUIPMENT (ABOVE). H P.T. 1x2 3 (.0 COLOR: BM. ICE MIST 1cV w 4'4" X O WIDENED EAST/WEST DIMENSIONS OF WALLS FOR VESTIBULE #2123_70 M O OVERHAN (135), HALL (136), WOMEN'S PRIVATE RESTROOM (132), & 71 i14 FDC/RISER (131) TO ACCOMMODATED DOOR CLEARANCES m 2 (DOORS CH2, CH3 & CH9) AS PER HANDICAP CODE P.T. 2x3 FASCIA (TYP.) 3 COLOR: BM. ICE MIST REQUIREMENTS.. MOVED POSITIONS OF DOORS CH16 & CH10 TO MEET HANDICAP CODE REQUIREMENTS. #2123-70 _.::::._._u__. .................._ ANDERSEN "A" SERIES DOUBLE HUNG WINDOW --- 6 CLERESTORY _ 4O REVISED WOMEN'S HANDICAP RESTROOM (133A) TO BE Mb� V DEPICTED AS A NORMAL RESTROOM. ADDED CHANGING A�E�-S-1F�diEl 4 X 4�CHAMFEREDSILL 3 — — STATION & REMOVED SINK ON NORTH WALL. vl r� I I vzvv�v E P FINISH NeiDMBtC rpm ' 77T7777771 2 X 12 FREIZE BOARD SYNTHETIC LUMBER OR FINISH LUMBER 3 O MIRRORED LAYOUT OF WOMEN'S HANDICAP RESTROOM (137A) INTO MEN'S HANDICAP RESTROOM (138A). REVISED AREA TO A2.10 ARCHITECTURAL CEDAR SHINGLE 5 SHOW VESTIBULE 139A & RESTROOM FOYER 139. ADDED ( ) ( ) RESAWN & REBUTTED W/ FACTORY FINISH DOORS CH19 & CH15 ON EAST WALL OF RESTROOM FOYER(139). ALTERNATE- HARDIESHINGLE STRAIGHT CUT '� '� REDUCED SIZE OF CASED OPENING ON WEST WALL TO 5'-0" x I SEE ELEVATIONS FOR COURSING PATTERN WINDOW $`0 COLOR: BM. SILVER MARLIN # 2139-50 _------------------------ _— �ENTRYTOWERWINDOWHEADERHT. .. O _-- ... — — — — — — — — — — — — — — — — — — — — — — — — — 6 REVISED AREA TO SHOW SHOE SHINE AREA (129A) &MEN'S 21'-11 3/4" (EL. 31.39') — — — — — — — — _ _ — 4• PRIVATE VESTIBULE (129). REMOVED WINDOW & ADDED DOOR CH3. REMOVED CERTAIN LOCKERS IN MEN'S LOCKERS (127). 2 X 6 WINDOW OR DOOR HEAD "AZEK" SYNTHETIC PRODUCT -OR- E UAL 3 REVISED GOLF PRO SHOP & TECHNICAL ROOM TO SHOW Q GENERAL MANAGER'S OFFICE12 MERCHANDISE 5 STORAGE ORAGE ALTERNATE - WOOD PT KDT 2 PTD SEE DEATIAL SHEET A X.00 FOR ADDITIONAL INFORMATIONCOLOR : BM. ICE MIST #2123-70 (124), &GOLF PRO SHOP (123). STAIRS (122A) REVISED/ADDED TO AC i ATTIC: STC)RAC;F AREA lARC1VFl I OPENING ANDERSEN "A" SERIES DOUBLE HUNG WINDOW 6 _ 'o z 4 X 4 CHAMFERED SILL 3 — LAMINATED SYNTHETIC LUMBER OR FINISH LUMBER I. SHEATHING ASSEMBLY & WATERPROOF MEASURES 7 12 *CEDAR SHINGLE -RESAWN & REBUTTED WITH FACTORY FINISH 5 (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM) OVER 5/8" STRUCTURAL - /1LL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES .,..,. 2x8 UD WALL - -----.---„------ -------.---,------------- - GABLE END (SOUTH) OF STORAGE (202). REVISED HEIGHT OF FINISHED FLOOR FOR STORAGE / MEZZANINE AREAS. R-19 114SUL. PRE-ENGINEERED ROOF TRUSSES W/ 11 REVISED DOOR & WINDOW SCHEDULES TO REFLECT FLOOR 3:12 TOP CHORE PITCH 2x FURRING TO (SEE USS DWGS. F ADD'L. INFO.) IND PLAN INFORMATION. _ _ ._.... L ___-- .... ...—_-- _._-- _---- ._.... _._. _._ — — — P TE COCHERE -TOP OF PUT _ 1ST BREAK HT. ACCOMODATE — 14 6 L 23 go.) E 3. ) E _�— 1 /2 GYP. BD — — — — — — — —BREEZEWAY -TOP OF P T — — — — — — — — — .:....... »::. ....... 2'-1 ; 18--0” OVEf,HA -- - - STUD STUD -- --- -------- - _._..._....._._....................... _.__....... ....... .......... ............._..... 11' 5" OPENING \ PORTECOCHERE \1 001 clow PRE -PAINTED VINYL LOUVERED SYSTEM INSIDE 6x6 CEDAR FRAME ....... (TYP.). LOUVER SUPPLIER: SUNBURST SHUTTERS COLOR: BM. SEA STAR # 2123-30 PAINTED - TEXTURED -OR- 8 TUMBLED BRICK - COLOR: BM. SEA PEARL #OC 19 ___:___...._.... .RE - PEDESTAL CAP HT. 1'-7 1/2" (EL. 11.02') FINISHED GRADE (SEE CIVIL DWGS. FOR HANDICAP TRANSITION AREAS) i MAIN CLUB HOUSE - 1ST FIN. FLR. Ai IMIN CLUB HOUSE -11 ST FIN. FLR. (SLE 'STRUCT. rOfk ,4o �) C1 WALL SECTION 'C1' A4.50 Scale: 3/4" = V-0" 12/13/13 H w UY — — REVISION 2 LIFE SAFETY PLANS a Q 04/17/14 REVISION 4 REFLECTED CEILING PLAN 05/05/14 w w z o w w O _. U C0 z Co 0) 0 w p N re O w M M -s p O o�0 Cu O "LL � J clow PRE -PAINTED VINYL LOUVERED SYSTEM INSIDE 6x6 CEDAR FRAME ....... (TYP.). LOUVER SUPPLIER: SUNBURST SHUTTERS COLOR: BM. SEA STAR # 2123-30 PAINTED - TEXTURED -OR- 8 TUMBLED BRICK - COLOR: BM. SEA PEARL #OC 19 ___:___...._.... .RE - PEDESTAL CAP HT. 1'-7 1/2" (EL. 11.02') FINISHED GRADE (SEE CIVIL DWGS. FOR HANDICAP TRANSITION AREAS) i MAIN CLUB HOUSE - 1ST FIN. FLR. Ai IMIN CLUB HOUSE -11 ST FIN. FLR. (SLE 'STRUCT. rOfk ,4o �) C1 WALL SECTION 'C1' A4.50 Scale: 3/4" = V-0" REVISION #4 - REFI ECTED CEILING PLAN IN 05.05.14 12/13/13 H w 01/31/14 REVISION 2 LIFE SAFETY PLANS CF Q 04/17/14 REVISION 4 REFLECTED CEILING PLAN 05/05/14 w w = oQ O _. w = C0 z 0) O p N O ~ M M REVISION #4 - REFI ECTED CEILING PLAN IN 05.05.14 CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH &MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION I PERMIT SET 12/13/13 REVISION PLAN CHANGES 01/31/14 REVISION 2 LIFE SAFETY PLANS 03/25/14 REVISION 3 MEETING COMMENTS 04/17/14 REVISION 4 REFLECTED CEILING PLAN 05/05/14 0) N N M p N Cu M -s p O o�0 Cu "LL � (:? aio Is')O rn� ci c o p p ) M Y U O p t >, � LL Q .. m (n N LL er �. LC') 'I Ln oo CI) M U O (n CN %{ U 0 - o °' acow U ai a U —CU O Cnj �O Cu N00 U N 0') CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH &MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION I PERMIT SET 12/13/13 REVISION PLAN CHANGES 01/31/14 REVISION 2 LIFE SAFETY PLANS 03/25/14 REVISION 3 MEETING COMMENTS 04/17/14 REVISION 4 REFLECTED CEILING PLAN 05/05/14 ARCHITECT'S SEAL too) CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY SMZ LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 -- NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB WALL SECTION 'C1' A4.50 12 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the of spaces, the materials and selections, and all other elements of the design. Unauthorized use of -- 4 SU PENDED CEILING PEN WEB JOISTS /2" GYP. BD. - GRILLE 121 2-2x8 OPENING BUCK (tYP.) 4" CONC. SLAB W/ FIBE MESH 1.5 LBS./CU-YD. OF CONCRETEOR 6 6 W1.4x 1.4 z J = BARRIE ON CADD DWG. FILE NO, REP o U Q I d Q 2 oW A2.10 1 1 1 1 1 I 1 1 I 1 �� FIBER LA S REINFORCED PLASTICT (FRP). SELECTED 1 1 1 IIS i 1 1 � =m 27)W0 H Cop URER TO PROVED SHOP DRAWINGS (ACCEPTABLE 1 Z ILL. = U) o = w ERER: ARCHITECTURAL FIBERGLASS CORP. PH#: z � C 800-43 -2 010 1395 MA RCONI BLVD. COPIA GUE NY 11726-2814 814 I O O Y O OR E _z�o L` w a COLO : B SEA STAR # 2123-30 1 0 co CU LL 0 2-2x8 OPENING BUCK (tYP.) 4" CONC. SLAB W/ FIBE MESH 1.5 LBS./CU-YD. OF CONCRETEOR 6 6 W1.4x 1.4 WWF ON 6 MIL V PO BARRIE ON CADD DWG. FILE NO, REP RED G DE I 4 D d p .ad d- 4 d d d a / I 1 l I i A6.20 STOREFRONT WINDOW 1 I 4" CONC. SLAB W/ FIBERMESH 1 @ 1 1.5 LBS./CU.YD. OF CONCRETE OR FINISHED GRADE 6x6 W1.4xW1.4 WWF ON 6 MIL (SEE CIVIL DWGS. FOR JANDI VAPOR BARRIER ON PREPARED TRANSITION AREAS) 1 GRADE— MAIN LUB HOUSE - 1ST FIN. FLR. 1 0'-0" (EL. 9.40') �— — a 4 d 1 4 4' Q . d a. O 40 . . d O a d Q CT. FOR ADD'L. INFO.) C2 WALL SECTION 1C2' A4.60 Scale: 3/4" FINISHED GRADE (-) 1'-0" (EL. 8.40') I III. 12/13/13 TIP 01/31/14 0 REVISION LIFE SAFETY PLANS FT 1 1 1 1 1 04/17/14 a 05/22/14 REVISION 5 RPC PLAN REVISIONS 4 CADD DWG. FILE NO, F- I 1 1 1 1 i i i i 1 1 1 � 3 1 I d Q DRAWN BY 4 A2.10 1 1 1 1 1 I 1 1 I 1 N FIBER LA S REINFORCED PLASTICT (FRP). SELECTED 1 1 1 IIS i 1 1 a MANU C URER TO PROVED SHOP DRAWINGS (ACCEPTABLE 1 LL 0? 04 MANU C ERER: ARCHITECTURAL FIBERGLASS CORP. PH#: 1 �ll C 800-43 -2 010 1395 MA RCONI BLVD. COPIA GUE NY 11726-2814 814 I O O Y O OR E A a COLO : B SEA STAR # 2123-30 1 0 co CU LL 0 1 MAIN CLUB HOUSE - TOP OF PLATE @ DINING HALL d d viLL a — — — — — 14'-0" (EL. 23.40') _— 4 — — — _ TOP OF DECK a 1 LO Ot 13'-6" (EL. 22.90) — — — — BAR - GRILL BEAM HT. 1 I 1 1 I I 13'-7 3/4" (EL. 23.04') 00 O N N L- CO =3 N OWN ULD PROFILE (S&S CRAFTSMAN INC. 800 -992 -WOOD) LO — c7 U � ATALOG # 3 3/4" X 3-1/2" OVER 1 X 6 FACIA AZEK -OR- 1 QUAL SYN HE RODUCT ALTERNATE - WOOD 1 E U OLOR : BM. ICE MIS 2123-70 II a COD HARDIESOFFIT - NON V ENT E OOT H _ — — _ COL — M. ICE MIST #2123-70 — — _ i --1— 1 t0 -0 82 1 nO LO � EE�� EE pp BED MOULD FR�FIC QST& A O #400 - " X 5- 3/4'� 1 3 AZEK -OR- EQUAL SYNTHETIC PRODUC NAT - D U 1 COLOR: BM. ICE MIST #2123-70 00 N4 - C4 3 2 X 12 FREIZE BOARD SYNTHETIC LU BER OR FINISH LUMBER 1 COVERED PATIO BEAM HT. 1 — COLOR: BM. ICE MIST #2123-70 s' -s v2" (EL. 18.13') I; 5 _____ _ _ _ _ _ _ _ _ _ _ _ -------- ARCHITECTURAL CEDAR SHINGLE — — — — — — — — —— RESAWN & REBUTTED W/ FACTORY FINISH ALTERNATE- "HARDIESHINGLE" STRA GHT CUT SEE ELEVATIONS ATIONS F OR COURSING PA TERN COVERED ' COLOR: BM. SILVER MARLIN # 2139-5 PATI O I I 3 SHEATHING ASSEMBLY & WATERPRO 007 F MEASURES I 1 *CEDAR SHINGLE -RESAWN EBUT ED WITH FACTORY FINISH (OPITIONAL- HARDIESHINGLE - STRAI HT EDGE PANELS) 1 *RAINSCREEN "HOME SLICKER" BY B NJAMIN OBDYKE *FLUID APPLIED MEMBRANE (EXOAIR 230 BY VULKEM) OVER 3/4" STRUCTURAL 1 ALL PRODUCTS TO APPLIED ACCORD NG G. GUIDELINES 1 2 X 6 WINDOW (OR DOOR) HEAD CUSTOM METAL POSTW MET –/ "AZEK" SYNTHETIC PRODUCT -OR- E UAL STRUCTURE & FABRIC A NIN ALTERNATE - WOOD PT KDT 2 PTD (ADVANCED AWNING & D SIGN SEE DEATIAL SHEET A X.00 FOR ADDITIONAL LLC 904-724-5567) INFORMATION COLOR: BM. ICE MIST 2123-70 I STOREFRONT WINDOW 1 I 4" CONC. SLAB W/ FIBERMESH 1 @ 1 1.5 LBS./CU.YD. OF CONCRETE OR FINISHED GRADE 6x6 W1.4xW1.4 WWF ON 6 MIL (SEE CIVIL DWGS. FOR JANDI VAPOR BARRIER ON PREPARED TRANSITION AREAS) 1 GRADE— MAIN LUB HOUSE - 1ST FIN. FLR. 1 0'-0" (EL. 9.40') �— — a 4 d 1 4 4' Q . d a. O 40 . . d O a d Q CT. FOR ADD'L. INFO.) C2 WALL SECTION 1C2' A4.60 Scale: 3/4" FINISHED GRADE (-) 1'-0" (EL. 8.40') I III. If ■ DO NOT ME SURE DRAWINGS NOTIFY ARCHITECT F ANY AND AM DISCREPANCIES PBIOR TO C0% ON. SEE GENERAL, NOTES 7 ac, PARTIAL ELEVATION 1C21 REVISIONS #5 &#501 - R�¢ PLANREVISIONS - 06.18.14 12/13/13 TIP 01/31/14 0 REVISION LIFE SAFETY PLANS 03/25/14 A3REVISION MEETING COMMENTS 04/17/14 a 05/22/14 REVISION 5 RPC PLAN REVISIONS 4 CADD DWG. FILE NO, F- I d. L0N d Q DRAWN BY 4 NO N M N 6 d a O � 4 LL 0? 04 d. C a O O Y O U) :3O a �O a. ill 4, 0 co CU LL 0 1 d d viLL a ` Yom_ ..... 4 d €i a 1 LO Ot I 1 1 I I If ■ DO NOT ME SURE DRAWINGS NOTIFY ARCHITECT F ANY AND AM DISCREPANCIES PBIOR TO C0% ON. SEE GENERAL, NOTES 7 ac, PARTIAL ELEVATION 1C21 REVISIONS #5 &#501 - R�¢ PLANREVISIONS - 06.18.14 I CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 TIP 01/31/14 0 REVISION LIFE SAFETY PLANS 03/25/14 A3REVISION MEETING COMMENTS 04/17/14 "A REVISIONS 4 RPC PLAN REVISIONS 05/22/14 REVISION 5 RPC PLAN REVISIONS 06/18/14 CADD DWG. FILE NO, F- I CD L0N AS SHOWN DRAWN BY NO N M N zu M O � co LL 0? 04 'a O O C C) CC)LLO C C O M O O Y O U) :3O U44 �O ill 4, co CU LL X viLL ` Yom_ ..... €i 4) LO Ot 00 O N N L- CO =3 N LO — c7 U � (ACP C) _O rn YO O E U a COD `° _U 2 t0 nO LO � 04 N U 00 N4 - C4 I CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 REVISION 1 PLAN CHANGES 01/31/14 0 REVISION LIFE SAFETY PLANS 03/25/14 A3REVISION MEETING COMMENTS 04/17/14 "A REVISIONS 4 RPC PLAN REVISIONS 05/22/14 REVISION 5 RPC PLAN REVISIONS 06/18/14 CADD DWG. FILE NO, F- I ARCHITECT'S SEAL - r�L vCJL,KIF' I IVN PROJECT PHASE PERMIT SET PROJECT NUMBER F- 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB WALL SECTION 1021 A4.60 CADD DWG. FILE NO, F- I SCALE AS SHOWN DRAWN BY FsMz - r�L vCJL,KIF' I IVN PROJECT PHASE PERMIT SET PROJECT NUMBER F- 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB WALL SECTION 1021 A4.60 w w Cn LU K 10 J J Q w re U w f- _ U tY Q 2 U 0 Y Z O U Q 0 0 N E- _ } tL O U I I I I I 1 — T I 1 — — — — — BUILDING RESTRICTION HEIGHT 35'-0" — — — HIP ROOF TOP OF RIDGE 29'-7 1/2" (EL. 39.04') — — — These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. E1 WALL SECTION 'E1' A4.70 Scale: 3/4" = V-0" I I I I 1 I — -I 1 1 1 I I I I I 1 I — -I 1 I I I I I 1 1 I I I I I I I I I I I I I I 1 I I 1 I -I -1 I I 1 1 I I I 1 - -I 1 I I I I I I — - I I I 1 I I I I 1 I I 1 I I I I 1 I I I 1 1 I - -I 1 I I - -I I I I I I I I REVISI ATInKI '17:1' CTED EILIN N - 05.05-1 4 CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 10 REVISION PLAN CHANGES 01/31/14 REVISION LIFE SAFETY PLANS 03/25/14 004/17/14 REVISION COMMENTS co N REFLECTED CEILING PLAN 05/05/14 Np N co N M .rp OM ca O LL a? N O _O In O FE co C C O O p O M ULL O O a X M U) LL N t fli �s N �LO LO _ 00 00 M 04 O Cl? O C14 (n (P ci O _ O O Y O O d N O d U � O 0-O N U N O O N CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 10 REVISION PLAN CHANGES 01/31/14 REVISION LIFE SAFETY PLANS 03/25/14 004/17/14 REVISION COMMENTS 04/17/14 4AREVISION REFLECTED CEILING PLAN 05/05/14 ARCHITECT'S SEAL a .d, Vii... y.. CADD DWG_ FILE NO. SCALE FAS SHOWN DRAWN BY Es m --z LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB WALL SECTION 'E1' A4.70 w U W F- U a U 0 Y Z 0 U LL O F - Z W U) Z O U Z , III F -- F— 0 Ixa 0 z LU } Z a M w O O LL } Z a _Z 0 W F- a U Z M 2 0 U 0 El 0 0 N F1 WALL SECTION 'F1' a a4s Scale: 3/4" = V-0" 0 U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the `s overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY MCM=CT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES M )ml 4 'ww 1w I LTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 1 REVISION PLAN CHANGES 01/31/14 REVISION LIFE SAFETY PLANS 03/25/14 REVISION MEETING COMMENTS 04/17/14 LO REVISION REFLECTED CEILING PLAN 05/05/14 N N M O N M � O� L LO aQ _O LL MO a) O 00 00 �O C O L C O O M 1 U O 0') S✓ R, X LCL Q X U) as S LL O :3 00 -'t U O Cl? U) UIt C) O O U d _U J U (0 0 in SZ O 0 a� Las � r N U d Ntip O 0) I LTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 1 REVISION PLAN CHANGES 01/31/14 REVISION LIFE SAFETY PLANS 03/25/14 REVISION MEETING COMMENTS 04/17/14 4 REVISION REFLECTED CEILING PLAN 05/05/14 s ARCHITECT'S SEAL CADD DWG. FILE NO. L —1 SCALE [AS SHOWN DRAWN BY SMZ LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB WALL SECTION 'F1' A4.80 y �Z s CADD DWG. FILE NO. L —1 SCALE [AS SHOWN DRAWN BY SMZ LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB WALL SECTION 'F1' A4.80 w U w ryU Q _ U Y Z O Cf U 0 0 N F ry O U 'I. '11" TYPICAL BRACKET END SCROLL (TOP A4.95 Scale: FULL TYPICAL BRACKET END SCROLL (BOTTOM Scale: FULL These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 1 1 4.95B A4.95 S-34„ DEPTH OF BRACKET 2'-10" 6X6v 1 7' 8" LU w `s 6xa U 6X6 m - m oLL `;)U) O Mr O I - C7 U LU 6x6 CEDAR / 6x8 CROSS BRACE �.._� .. _ BRACKET (SEE STRUCT. FOR ADD'L. r 1 INFO. & INSTALLATION) Zo co 1.1 54„ V-7" V -3" A4.95 ROSS BRAC 1 A TYPICAL BRACKET DETAIL (SIDE VIEW) Scale: 3/4" = 1'-0" LU J_ LL O ry ala d r J � ig ry L) a U) _.., 3x8 CEDAR BEAM W/ RQ LED ENDS(EACH SIDE -SE DEj AIL 2/A4.95) 3' 3%�— �... B 1 4` 1 EPTH_OF B _. KET A4.95 " 2-1.. .. 1 6X6 -- A4.95 7" 8" w LLJ Y 6xa U ' Q 6X6 _ m - m O ti U) �U_ _ CO O V O 0U 6x6 C DAR / 6x8 CR C S RACE _ BRACKET (SEE STRU F R ADD'L. r INFO. & INS ALLATIO M 1.1 54" 1 -7" 1'-3" ol A4.95 ROSS BRAC B TYPICAL B RACKET DETAIL SID �'� I EW A4.95 Scale: 3/4" = 1'-0" DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 2 12/13/13 J95 01/31/14 fl. 03/25/14 03 REVISION MEETING COMMENTS 04/17/14 4AREVISION REFLECTED CEILING PLAN B CD c M 1 2 A4.95 I p N M 61" 72 OCa O oho 1 ILM o _oma 00ai LL 00 �,9 _ Op p 'n M Y U U 3x8 CEDAR BEAM W/ SCROLLED Q x U) m Q ENDS (EACH SIDE -SEE DETAIL r 2/A4.95) 0 CD = 6x6 CEDAR W/ 6x8 CROSS BRACE _o p p BRACKET (SEE STRUCT. FOR ADD'L w a M a6 atr: INFO. & INSTALLATION) � TYPICAL BRACKET DETAIL (FRONT VIEW) Scale: 3/4" = 1'-0" 15'-6" WIDTH OF JOIST FRONT EDGE OF BEAM / FRIEZE 64 74„ SCROLL PR E SCROLL PROFILE / EDGE OF FRIEZE BD. P.T. 3x10 BEAM (SEE STRUCT. FOR ADD'L. INFO. & INSTALLATION) SCROLL PRO ILE ' i 2 TYPIC L EAM END SCROLL A4.95 Scale: FUL REVISION #4 -REFI J* 74 SCROLL PROFILE / EDGE OF FRIEZE BD. CTED CEILING PLAN - 05.05-14 J LTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION 0 PERMIT SET 12/13/13 REVISION PLAN CHANGES 01/31/14 REVISION LIFE SAFETY PLANS 03/25/14 03 REVISION MEETING COMMENTS 04/17/14 4AREVISION REFLECTED CEILING PLAN 05/05/14 CD c M N N M p N M 72 OCa O oho ILM o _oma 00ai LL 00 c o Op p 'n M Y U 3 O p CU Q x U) _ Q r M U O M � CO (n CD U _o p p U a M a6 atr: U M O Qo 70 N U 0 p N J LTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION 0 PERMIT SET 12/13/13 REVISION PLAN CHANGES 01/31/14 REVISION LIFE SAFETY PLANS 03/25/14 03 REVISION MEETING COMMENTS 04/17/14 4AREVISION REFLECTED CEILING PLAN 05/05/14 ARCHITECT'S SEAL CADD DWG. FILE NO. 77 SCALE FAS SHOWN DRAWN BY FS M _Z LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB BRACKET & BEAM DETAILS A4.95 D'L. w U w _ U a U ❑ Y Z 0 W U i O ii Z w Z 0 U Z w o_ n. 0 wW } Z Q m ry O 2 it O L!_ } Z Q Z w U Z 0 2 75O U w _U 5 1 BRACKET END SCROLL a TOWER TOP O A4.96 of Scale: FULL O ❑ W g a U) 0 JDEPTH OF BRACKET ENTRY TOWER TOP PLATE 30'-0 1/2" (EL. 39.44') JUr -1- 1 r1 t5KA ;Kt I BRACKET DETAIL @ TOWER (SIDE VIEW A4.96 Scale: 3/4" = V-0" 6x6 x CD ' I lil y1 i 3 4.9 B A4.96 �T® • , 1 1 , • , DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES �cq w I- D co ❑ w U ❑ O o_ w ❑ W U) w ca F. Y itO _O 2 H LL O H Q a O Z ❑ w W U) W ofO F- 0 a w F- U w 2 U Q U ❑ Y Z 0 of U ❑ Q 0 0 N } 1.1 BRACKET END SCROLL @ TOWER BOTTOM 0 Aa.96 Scale: FULL R. These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of r these materials can result in substantial criminal and civil liability. '.T. 6xE '-4 1/4' '.T. 6xE 'ERTIC TRUC JSTALI M.. 2" FLAT 12/13/13 UP.T. 3x8 BEAM (SEE �I STRUCT. FOR ADD'L. m INFO. & INSTALLATION) LL REVISION MEETING COMMENTS n P.T. 6x6 BRACKET W/ 6x6 II VERTICAL MEMBER (SEE N N M STRUCT. FOR ADD'L. = INFO. & INSTALLATION) JUr -1- 1 r1 t5KA ;Kt I BRACKET DETAIL @ TOWER (SIDE VIEW A4.96 Scale: 3/4" = V-0" 6x6 x CD ' I lil y1 i 3 4.9 B A4.96 �T® • , 1 1 , • , DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES �cq w I- D co ❑ w U ❑ O o_ w ❑ W U) w ca F. Y itO _O 2 H LL O H Q a O Z ❑ w W U) W ofO F- 0 a w F- U w 2 U Q U ❑ Y Z 0 of U ❑ Q 0 0 N } 1.1 BRACKET END SCROLL @ TOWER BOTTOM 0 Aa.96 Scale: FULL R. These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of r these materials can result in substantial criminal and civil liability. '.T. 6xE '-4 1/4' '.T. 6xE 'ERTIC TRUC JSTALI M.. 2" FLAT P.T. 3x CORBEL W/ 2'-0" RADIUS CURVE (SEE STRUCT. FOR ADD'L. Mc INFO. & INSTALLATION) "2 SCROLL @ CORBEL A4.96 Scale: FULL x 0 w x J W m J LL W (O Q• J N D O U 0 U U Cl) W OD O \+U P.T. 12x10 BEAM (SEE STRUCT. FOR ADD'L. INFO. & INSTALLATION) z ;r t- 12/13/13 I IIS �I REVISION LIFE SAFETY PLANS 03/25/14 REVISION MEETING COMMENTS 04/17/14 �I II 05/05/14 N N M P.T. 3x CORBEL W/ 2'-0" RADIUS CURVE (SEE STRUCT. FOR ADD'L. Mc INFO. & INSTALLATION) "2 SCROLL @ CORBEL A4.96 Scale: FULL x 0 w x J W m J LL W (O Q• J N D O U 0 U U Cl) W OD O \+U P.T. 12x10 BEAM (SEE STRUCT. FOR ADD'L. INFO. & INSTALLATION) z ;r t- I LTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 REVISION PLAN CHANGES 01/31/14 REVISION LIFE SAFETY PLANS 03/25/14 REVISION MEETING COMMENTS 04/17/14 M CN REVISION REFLECTED CEILING PLAN 05/05/14 N N M O N O 00 O Q) O O O LO 00 V- O kn C cc D) n,i Od' O U CD Z O LL CO LL �. v ""q co 00 :L-(0 Z3 C14 U O - co (n � U d- 4 CD _ o M � O U 6 d U U O rn Mo N .0 N 00U N O I LTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 REVISION PLAN CHANGES 01/31/14 REVISION LIFE SAFETY PLANS 03/25/14 REVISION MEETING COMMENTS 04/17/14 REVISION REFLECTED CEILING PLAN 05/05/14 ARCHITECT'S SEAL CADD DWG. FILE NO. t� SCALE 8" CURVES - — - AS SHOWN DRAWN BY SMZ LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER !!! 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA REVISION #4 - REFL11CTED CEILING PLAN - 05.05-14 ATLANTIC BEACH COUNTRY CLUB BRACKET & BEAM DETAILS A4.96 W r U LL] _ U a_ Q _ U Z) ❑ Y Z 0 W U LL 0 Z Lu CO Z 0 U Z w O W 0- 0 O U) Z ¢ w } Z Q M M ry O 5 a_ O w } Z Q Z ❑ w U z 0 U W W _ 01 01, w g d W 0 ❑ W I--- ry —ry m ❑ W U D ❑ O a w ry ❑ w U) D LU Co Q Y ry OI LL O ¢ a -0 Z ❑ W W rn W re to c1) of J J ¢ w ry U Lu U Q 2 U ❑ Y Z 0 re U Q V 0 N F_ a O U x DO NOT MEASURE DRAWINGS NOTEff ARCHITECT OF ANY AND ALL DISCREPANCIES PMOR TO CONSTRUCTION. SEE GENERAL NOTES INSTALLATION GUIDELINES for DuPo wFlashing yste r r h in eg�ra flanged windows �. gut 1luPorrt-lex'dUraP�atleast l2 longerthan width of roughs opening sit! (S). B, Remove first piece of release paper, cover horizontal sill by aligning inside edge of sill, and adhere into rough all ing a rocs AFIrER'� I '-1" I IVt' �c3�#`i i" : �� ed. sill and up jambs (l in. W). Cover horizontal sill y aligning FIeXWrap°, edge with inside edge of sill, I N S T ATIOIN' C. Remove second release paper. DuPont- Flexlr'ti`ra - and DuPont- straightFlash- are highly engineered flashing tapes designer{ to be compatible with G U I ur"% E L 1 IN' E')` Tyveke Weatherization Systems products. For optimal weather -resistive protection, we suggest you use Tyveka' E IfomeWrape, TyvoK* StuccoWrape or Tyveka CommercialWrap*,11 DuPont- Tyvaks Tape, and Tyveka Wrap Caps. GENERAL INSTRUCTIONS: Sc rs 1 r WRAPPING vsmmWALLS: 0uPont- FlexWrap`#and Strai g htFlash-should be installed or% - DO NOT STRETCH DuPont- Flaxwrar WHEN INSTALLING. clean, dry surfaces, `ipe surfaces to remove moisture, dirt, . DuPont- FlexWra p- performs best when installed at grease and other debris that could interfere with adhesion. temperatures above 40OF f 4°C): • Apply Pressure along entire surface for a good bond. • For additional guidelines and suggested caulks, please call Owl, e • Remove all wrinkles acid bubbles b smoothie surface and 1-800-44- YVEK (800-448-8836).0..+� ti * � repositioning as necessary, 1- UNWRAP roll at corner, � i � � r° { :ems mini mu W-12 overlap. � � For masonry aPpllcations iYrUrfl Vee.. talnporarily attach to r k NOTE; Afaldy wrap with masonry, using adhesives $, � i grooved surface pattern in °, l VERTICAL position,'� �„� t�,, with polyurethane, ; etastomeric or latex base PREPARE WEATHER -RESISTIVE BARRIER FOR WINDOW OR DOOR INSTALLATION. In vertical strips spaced t A. Make a modified'I-Cut' in the weather -resistive barrier by cutting straight across the top of the window frame, from the center . ; approximately 24' apart. cut straight down about two-thirds of the way then angling the cut to each corner (see A). _ Fcr a list of suggested i a, ' r 8. Cut a flap above the rough opening to expose sheathing orfrai framing members and allow head flashing installation. Mead flashing all should be plumb. � �� a,i � adhesives, call 1-800-44 � • TWEK. Use cladding should adhere to exposed sheathing or framing members. IfgGLE �tuccoltUAfa SH x ra bottom corners onto al continuous cad of caialkto welt or k std o € p fasteners las permanent C; :Fold side and bottom flaps into rough opening ;end secure. Flip head flap up and temporarily secure. A. Fan DuPont-Ouf'ortif� F1e W p at b tt ofw I. A. Apply co too s b means of attachments B. Firmly press sill flashing to ensure full adhesion. g 0 or beep edge of si�eap �` P y P 3 window nliantin flange across jambs an � ad, t leave screed for properimoistuire: � ,,..® C. SECURE FANNED EDGESWITH MECHANICAL FASTENERS. bottom sill flange uncaulked. management (i.e. CepNails, staples, screws, etc,) B. ?1 NOT APPLY CAULK Atf35 BOTTOM FLA For maximum air leakage reduction, seal wrap with caulk or tape to weep�, ilnrol4 directly over screed, Don't blockweeP `e\�"F' ,� ' windows and doors. Upper Miles: . ' x " . v� � > " roll overlaps bottom roll by yr^ 6'horizontally, . a fi - . : . - av Secure T yvek�� weather resistive harrierem.° s d " s etror}t 12"-18 tan vertic.af stud IitfF . With q t -/7, " .a r R } wood, insulated sheathing board lir COVER interface of upper �, i exterior gypsum board, use large bead'or and lower top plates vvAh "��' ' 4R 441, > n plash c washerhead nailslsuc as T �lt�.lis a best practice, i � '0,01 � T ek(,,Wra Ca s orWra Ca Screws), P I ... VOW - TAPE 1f p P tr TAPE all horizontal seemsspy i as a bast Practice. lrVide staples with 1.0 at band joists, headers and inch minimum crown can also be used. '' l roll overlaps with Z' or 3" FOR RECTANGULAR WINDOWS OR, RCIUN T P WINDOWStoo— CftfPti nt T k�z Tape.. TNA At Repair any accidental tears, damage or penetrations ? with DuPlonl�oTyveke Tape, The miradees o donee a FOR RECTANGULAR WINDOWS: FOR ROUNOTOP ' IAIDOWS. BUILDING CODE I EPtoRTS ..,_..._ _ NOTE ., fVai onnr Evaluation Raptor{ RtEA si, hli ;s the ASTM f iFi77 typo i}r Ta a4t'f ieve gra iter poientt i er,aray savings anal weal sista€a ; sop ISM Retarder whtu rnataiied actuid€nq io `r vekI 4°Jeatherixation Sy items best tears;: breaks hofes, etc crauted d€;r€ng r rural const she>t! be ractires'Sceinsiatattcinens€ruciro son label, repuiroc b :�?in1 or ai hie =withT ek`55�eathe€ruse beret When Wh sr p x A. . Installvvindbv /boor according to manufacturer's instructions. $illustration A) in"ailed .n conjunction with arhar bLilding m r.r is Yt t Fie , Tf B. Cut two pieces of DuPont, tri ftFlash or FiexWraR� for jamb flashing extending l' a bova window indow _f_end fa ng a and below'A8. Cut head flashing at 3.s est t2I ertl an the arc length I I Secureouter edges of head flashing using mechanical _ .; aeirtdc hsu=red3 $q..r.tt ,r,=r ;Wr} '. . ,sih,F,lttitl.d.[itb;;s, e t #p€:t orr: . p.Se.i fitly , ushhinttg€iiear�i,'d v�+vc+ i, itit,TrcfiIn4t sPFGIFtoTIo� bottom edge of sial flashing. Remove release paper and rasa tightly elan sides of window frame, Iill of round to windowfasteners. fe . CaNails, staples, screws etc.) that wafer iJ divetd to the atarrorof too wul,S atemh ; ka�ora'A vr a_r ao 'Csr , eer° irT* ek>sa° ar.c aistrr�t€an �arrtrcsis made from -> � ,, >rr6oacted we other ,v,,E,tv,, ea.rerwtt=i}tcrrrarywater karr9ar OUter rattr Remove both release pa ers and install to conform around her.� .iestia pofy atr�!aae �hs which have ee€ rver e>rt=. Kt}ar � :reat C. Cute °eas of DuPont—Steal ftFlash orFexWra far head flashing, rwhlclextends beyond d eter� eS of f&ShinS. RGnaV� lie �rlrsar it„}�u7t�,n.tat,rta ary r �k� we 0, ietv era}ar, s release paper and install completely covering mounfingflan e and adhering to exposed sheathing orfraning members. (illustration Ctop of window, ,oiveri�entiie Mountingttrflan e and �ac._ e� have °nc €inelecerfttf>trivi ,Snato ar�tIti; t.trryr et be covered within fey rernti�s wat, aasEty i.�=. t_ 5# r _ acna? atarie}r ..asi it rai� ,�cnsuggests that to exposed sheathingor framing members. Head �tt 0 tfis.Ea9cart, ei a€ ori nit,,,t,i€:totaertta�rstis�'ater-resiat&. ttiie ii flashing should overly jamb flashings at least 6". tt2o rsay'�i u €r., a1 ora. r • grafla �< errs l svi {tete Tea c r,= `itu t E V DuPon Fmxrryrp orad at ffest.d far Ilse >a, i t,. E, ..€ tilis bra °{mere, ouPon f n *$r,. I7uP aril Fr€.xttfrrrg>'a :r€rd stittash": are made tr at, asrti stir .rt;bLaM'r fT.f f q P" i�trat d < .. ..... : , :. ... Strait t}tRaS.r' are not suq-,E. cted for sa ilii rtaof winds rsuil ia3r „,£..... i t. t✓°`- Y.a° .. _ <. .;_ �% itip;ESivE':fd r3.:taxrllfi>;i(€. e=:Brit Pt,f ViE:?gc. t .ETi, Rgi:�?Stt , i,fi:r. = 3rt2'iP.1ra: tit3ts:." :,.�- .•^^ •_ �=� �.. ...,� ` .,:!h:'a ' � [}ttdct}on a, <aiitst ia•r„i S.va1:.?'r ;t'rtRtrtltit}t3 iariiynnr err - "e St .^ ---- _-- --w-- ---- `. h.ri r .ir .. .., and a tha�tulfaat #,s }t t th._i, _ - - / itt, e Fuiytt ui . t. _ Vii, it p,,Lir3,fe� t3. .. - ., '-'°_ _ q °;caaarbinin ariuc?1,t1 ex[€r€cartar;�0"9004sec;rtda er-re tfvd �� den_,ty . of u.tityrr >€c E3> s.s, . A.1c, , .,,� f ..� } =,rx n, .ear a ltcrratr.ct into these erre€itbranea}:ittrne�teraursf?eathxi e re natefiasta aterra and tilt la :., :.._ �•��. :::-,- materials to provides!t aro„at hphtaesrt,t ;e.[ctA ttsaggeststa Ot � _ 11100,1 :< _ritrxy'yra °and tStraa fa,f iasfa'A hi< crzaored vain#tin lta r moralise 12{1 details; and ter #. a€air tuir3tln,s ttrsttdrs cv€tt} ertiG ttanit to I INSTif:L,TIEiN T1Pl d u I prtaper rstiliiatitirl , rr>;tc t.i€ttr i ._ days) of instatiataon, e lit ttcsiei syslyroverte t}ate � sheathirr=� i5 us ad rFt'#'aa.=,;i 3s insta(arl directly neer aii stir � �sx3etac}r, Remove short lengths _-------- ......._ __...___ facade €ratena`sso l be select ticfm against t R iittTGUARANTEEvaler t€ ir-la€arr, iis<ti aartii err o.rtit.at and proper instal{ of ea' of release papers, ber=r�,rG viii rapid” anyT eWeather.. , orS,,,, rma arcr#t,i ien:ed Component i”, r..ry irop=.art. , ,. .:r•;,i,,:.: r. ...,. ,.v n-:.. n. -, ftflrtr€rtacrrr+ .�-�-� , �- ,•, .,.. ..., tf.t €s., r€rstoilattfsn �veatft�ror €atirrraP: tta€lrtl€ni= d it .. I€,;,ra I=,.c. ai.t:tfitlirt _ ,. .. >,... �.... _,.. I w . .. _ installation, then repeat �_,...trratz as t �.. , to tie reliable acid,ac' ,1.,, .. «.. a i'to r e #aeras tt s e h ifr r ca t Pont, au h v a ' st rev c. €. L f c <rt iia t „� r c. r ..rtrn, s The # c €tiac3.# f �> �° . � , � -: �" �. _ ��- �-•:_��.- p p bi€ h d � t �' ra e s�yatrao , f u cera ,_. .._ _,_ .-.... ...,w. ;, ,. , A ... r. .., _., ,.... ... ,. '4` , .� a� ....E -,.. : .,�.�.y! ' x _ .... ..,...:.�,... ..,.. \ .. ... _ ..... r � i ...-. _. - � . _ � _ ., � €xis; .6i. s.t�r: .,.=°t.,t"} BFs.t..a.i . }ra E!€1 :?.iFLai.c�i �.x �p>ro43 CN 3t1d N .r ,.... �' ° _P _ _.._. .,. vs.k,',�rr,atltc€azatasa tanssatl iTt�i 44 TYVEK:. � # a.f p dG _. � _-...: .�.- cots{ installation is -�. _-.:, __, ` ...,... .r ,.._ , � =j \t ,_ s3 "� ga}neri, i .,, .i,,, �Scr v € g.�ia}x:a:�i,trt}t}. ,�_° Cher€,€,ata Zha { G,fxit Ciaan' Ffex_�'.sa,and Sara-rh Ei _sh`product fails to meet tafi€s<aacaat r,.4 7 drt3acauscc, i,r.5 ern t,>sitei la# PONT 4UT in feta. � €�t contains r, defects �...ts createdr1�£C NOr�`�RR�t�TiS .FXr tike OR IMPLIED, � ilii ,s, ..-�. matt?r _> ape c}9icetiaes at t� Irma. vt sk}tlmrant„ et �a a : l , "r r L#AUIa:t, a i h:4T ETt UFR 1S . C7 r# i�Eftfi tt �F�t.P to : l3 SPGR t#=}=u-ip ars ixraduct€an, i�E'eret`ava#i .apiece detective mai€rrra ,}t.tcs chvrg�:, � CI w; ,?i't'f ECULAN US.. Th,s into€ a aboi. is not 4it rided so, tl ars for �m P' 1 __................_......... - c...x!�"k°� - advertising, prf)trl0i# r or Wrier pot,, ivi ni, ri t.ii r,'..C� ritmer fAi'It WARNING a. a Tyvek is slippe , asis! stagaid nal be eised in, maty application where it will ire- :, _ walked on, in ati 'riiurr i r ;arise iL r sstppta'V. iTuPca t= t acomrsroisds using kickjar ks or scaffoldin=g ?tar exiorior wank above, the tint boor if €acts#r?rs €rood s ° be used,. extra caution musthe takmr to axe them safely by foltovbi€x he, made of au nia scat, forth in ANSI Statrtarrf� 14 t t 4.n d t4.5 tit yr eters r tiarei, '.4ktY0if, sic€7rtr3iiiT,, ari•;f rberi`f3«3s.$ raCpPCa7YeV ryL E€K 1S s,i3-'rt$415t=§i3t3 and should he protected from a flites widl i tf = [Bell htat s+at ces TyveV" A. Flt down upper flap cif wreaker -resistive barrier so it la flat across head flashing'. avid rtiet at �7*a°� #ifa'C1 and tff?a t�ra�e3�t ° t ;_$ Tx,.=x� r � iry ,StT�t P pp p I900"Cl, riiviiE k+rarry aradthr?rr"s may spread and telt raw;ayircrm thepoint of is B, Tape along all cuts in stive barrier and across head ofthe window with DuPonvwTyvekro Tope. iqoafion, Fat rune informs€€ca, viff 1.13004-TYVEK (. Caulk (using backer ri rt) to seal rear of window/door frame to inside of rough opening across bottom and e DuPont— ii xL"t'r a 7 € dt aria Ftas#t, arae{ ttxek s ,Ce;isn :Yd gar are si i A. F1 down f _ t 1 dti , Lipper flap o wrea_her resistive barrier It l s e. l i r � � r Flip ?P fio Cao k Ius n Backe rod If necessary) iia leaf rear of wlndAauv , , F � ., t. lays 9 ry) f irilnitnurrf of 12 a �e TtfPs to forret a back dein.. To air seal around the window opening, caulk completely around the back edge erect �r,alt�ad neat r€r3 w��lked an; Rearrraue retaa�ax �a ��i ,r�,€:: ��arkarsa ' I ± flat across head flashing. door frame to inside of rough opening across bottom and a f i ow eriii tai-. -and DuPont' Flext�vrapl and strtirz,t r�t��t� will €reit atte;npere- ta the wl.iydif. p . _ . tures grt..tear brain 2�� Ff12#" C) OUPoor, p c.AFrvfrzi gtttFtash are minimum of 12' a the sides to form a back dam. To air seal ' rr St=,u B, Tape along all cuts in weather -resistive barrier and across P err cambusrible slid should be proto rted from fiaTne ant{ ni?tcr h€gh heat sources, _ head of the: window with DuPont- Tyvekv, Tape. around the window opening, caulk completely around the oaaPi r-FtexVitiap %e, d Stra;ah flavii = q' i l rent suppon c:ombustr o :f the faeat' back edge of the window perimeter. ' x � srrurce is removed, Himirever, it rsirni r r: ter curs.ignited droplet, nmy iitil away g firin)the pointcitigtn-tion,Fc rrtaanein'rtermatiun,call4-frM-44TYVE . i t, tea a Minimum t These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. xap ar+Flo3 off 'r�� r MW €. a Va{V` �,� jayPQ ,r\.aema. diw REVISION #4 -REFLECTED CEILING PLAN - 05-05-1 4 CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION PERMIT SET 12/13/13 REVISION PLAN CHANGES 01/31/14 REVISION 2 LIFE SAFETY PLANS 03/25/14 REVISION 3 MEETING COMMENTS 04/17/14 REVISION REFLECTED CEILING PLAN 05/05/14 M C, N NN M O M M O Lo O 000 N IL O 00 OD0 i� O Cl) �C O O O O / M Y U D O O t L Q .X r U) LL / Lo It zT IK ' U) 00U C UNCNCD coD U Ci O � O U _U M r/) CL 0 L 0 c>3 U 00 Wd O N CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION PERMIT SET 12/13/13 REVISION PLAN CHANGES 01/31/14 REVISION 2 LIFE SAFETY PLANS 03/25/14 REVISION 3 MEETING COMMENTS 04/17/14 REVISION REFLECTED CEILING PLAN 05/05/14 ARCHITECT'S SEAL CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY SMZ LCUHL UC.�I.KIr' I IVN PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB HOUSEWRAP DETAILS A5.1 0 Q REVISION #5 - REVISED SECOND FLOOR PLAN (AS PER RPC FLOOR & ELECTRICAL PLANS) AS OF: JUNE 5, 2014 OREVISED SECOND FLOOR PLAN AS PER RPC ELECTRICAL PLANS Q REVISION #5.1 - CORRECTIONS (AS PER RPC FLOOR & ELECTRICAL PLANS) AS OF: JUNE 18, 2014 OCHANGED SWING OF DOOR CH3A OF GOLF PRO SHOP (122). REPLACED WESTERN -MOST WINDOW OF MEN'S LOCKERS (127) W/ DOOR CH3. REPLACED ORIGINAL POSITION OF CH3, EASTERN -MOST POSITION W/ C3 WINDOW. REMOVED COMMON WALL BETWEEN WOMEN'S PRIVATE VESTIBULE (129) AND SHOE SHINE AREA (129A). REMOVED DOOR CH22A. RENAMED ROOM 129 TO PRIVATE VESTIBULE. REVISED DOOR CH23 TO 2680. REVISED DOOR & WINDOW SCHEDULES. OADDED DOOR CH15A TO CHASE IN RESTROOM FOYER (139). CHANGED POCKET DOOR CH29 TO CASED OPENING 4080. OREVISED DOOR CH8 TO SHOW 2 OPERABLE 'FRENCH DOORS' W/ 1 FIXED. 4O REVISED SWING OF DOOR CH41 OF MULTI-PURPOSE ROOM (107) OREVISED DOORS CH31 - CH35 TO SHOW CASED OPENINGS (SEE LOCATIONS FOR WIDTHS. ALL OPENINGS HAVE CHANGED TO 9'-0" HEADER HT. REVISED DOOR SCHEDULE. OREVISED CHAMFERED CORNERS OF FLAT ROOF / MEZZANINE ABOVE KITCHEN (111). ADDED 3-3050 SHUTTERS TO NORTH FASCADE. OREVISED DOORS T4 (MEN'S TENNIS R.R. - 152) & T3 (WOMEN'S TENNIS RESTROOM - 153) TO SHOW HALF GLASS DOORS. REVISED DOOR SCHEDULE. OADDED 6040 WINDOW TO NORTH WALL OF GENERAL MANAGER'S OFFICE (201). REVISED WINDOW SCHEDULE. OREVISED BEVERAGES (119A) & EQUIPMENT IN KITCHEN (111). 10 REVISED EQUIPMENT IN BAR (120). 11 REDUCED PLATE HEIGHT OF DELIVERY ENTRY (002) & FOOD & BEVERAGES WINDOW (005) BY 1'-2" (VERTICAL DIMENSION) SADDED AWNING / COVER & COLUMNS TO DINING PATIO (006). REVISED GRILL (121) WINDOWS TO SHOW PANELS BELOW. 13 REVISED DINING HALL (119) CLERESTORY / DORMERS TO SHOW WOOD SURROUND. REMOVED ALL SECONDARY BEAMS REMOVED. REMOVED ALL DINING LOGGIA (116) BEAMS & WOOD CEILING FINISH. REPLACED W/ GYP. BD. GREVISED LIFE SAFETY PLAN 15 REVISED GABLE END ROOF AT RECEPTION (150) TO SHORTER OVERHANG. SREVISED CEILING HEIGHTS ACCORDING TO TELECONFERENCE W/ PETE RODRIGUES WINDOW TYPES WINDOW SCHEDULE "MrA F-3 VIA 9 q REFER TO SHOP DRAWINGS B HOUSE Env/// TENNIS / FITNESS CENTER ONE MARK QUANTITY LOCATION (RM. #) SIZE FRAME HRWR. IDETAILS A2 REMARKS O M WT. HT. (A) DOUBLE HUNG WINDOW W/ SHUTTERS Al DOUBLE HUNG WINDOW ANDERSEN 'A' SERIES WT. HT. TYPE GROUP HEAD JAMB SILL HEAD O6 ANDERSEN SERIES GROUP FITNESS (151) 2'-4" 214" FOYER (100) 2'-8" Ii 3/A6.20 2/A6.20 1/A6.20 ANDERSEN CASEMENT (FIXED) Al 2 TENNIS PRO SHOP (160) 3'-0" 5'-0" CASEMENT WINDOW 'A' SERIES ANDERSEN CASEMENT (FIXED) SIN _ , 2'-411; 1;T ANDERSEN DOUBLE HUNG (OPERABLE) OC 4 EXERCISE ROOM (154) 2'-4" 2'4" 2'-4" 2'-4" ANDERSEN CASEMENT (FIXED) _ O VESTIBULE 144 O ZZ 2/A6.20 1/A6.20 ANDERSEN CASEMENT (FIXED) A4 3 EXERCISE ROOM (154) 3'-0" 5'-0" A5 a ANDERSEN CASEMENT (FIXED) A4 2- DOUBLE HUNG WINDOWS ANDERSEN 'A' SERIES A5 DOUBLE HUNG WINDOW�--� W/ TRANSOMS & PANELS OB) ANDERSEN 2-3050 DOUBLE HUNGS (OPERABLE) OF 1 RECEPTION (150) 2'-4" 2'4" 2'-4" ANDERSEN 'A' SERIES --ll N ANDERSEN 'A' SERIES SIM. SIM. ANDERSEN 2'-4" DIAMETER CSMT. (FIXED) LEGEND NOTE OWINDOW TAG 1 1 . ALL STOREFRONT GLASS TO BE KAWNEER SERIES 401 W/ SOLEXI" GLASS, IMPACT. HURRICANE PROTECTION PER STORM SHIELD SYSTEM, FLORIDA PRODUCT APPROVAL NUMBER FL6317 - 2'-6" 6'-0" REFER TO SHOP DRAWINGS FOR WINDOW AND STORM SHIELD SPECS AND INSTALLATION. ALL -- DOORS TO BE TRIFAB 451 W/190/350 FL APPROVAL #7237.2 CV 2. ALL OPENINGS ON WINDOWS TO BE FIELD MEASURED & VERIFIED PRIOR TO ORDERING. O SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE O WINDOW TYPES 1. ALL STOREFRONT GLASS TO PROTECTION PER STORM S "MrA F-3 VIA 9 q REFER TO SHOP DRAWINGS B HOUSE Env/// DOORS TO BE TRIFAB 451 W/ ONE SIZEDETAILS LOCATION (RM. #) AME HRWR. REMARKS Al A2 A3 O M WT. HT. (A) DOUBLE HUNG WINDOW W/ SHUTTERS Al DOUBLE HUNG WINDOW ANDERSEN 'A' SERIES O DOUBLE HUNG 'WINDOW DORMER / CLERESTORY 'A' q3 DOUBLE HUNG WINDOW W/ BAHAMA SHUTTER VESTIBULE (141) ANDERSEN 'A' SERIES GROUP HEAD JAMB ANDERSEN SERIES 2/A6.20 ANDERSEN 'A' SERIES 2 FOYER (100) 2'-8" Ii 2'-4" SIN LO F (C) 15/A6.21 - - - 1/A6.20 ANDERSEN 2-2850 DBL. HUNGS FIXED W/2-2816 OANDERSEN CASEMENT WINDOW 'A' SERIES ANDERSEN CASEMENT (FIXED) SIN _ , 2'-411; 1;T SIM. 0 TRANSOMS (ABOVE) PANELING (ABOVE/BELOW) OC 1 _ O , 0 2'-4" 2'-4" ANDERSEN CASEMENT (FIXED) _ O VESTIBULE 144 O ZZ 2/A6.20 1/A6.20 ANDERSEN CASEMENT (FIXED) A4 1 MEMBERSHIP OFFICE (102) C O 6'-0" A5 a ANDERSEN CASEMENT (FIXED) A4 2- DOUBLE HUNG WINDOWS ANDERSEN 'A' SERIES A5 DOUBLE HUNG WINDOW�--� W/ TRANSOMS & PANELS OB) OVAL WINDOW ANDERSEN 'A' SERIES ANDERSEN DOUBLE HUNG (OPERABLE) C1 CASEMENT WINDOW CLERESTORY WAITING AREA (103) 2'-4" 2'-4" ANDERSEN 'A' SERIES --ll N ANDERSEN 'A' SERIES SIM. SIM. SIM. I ANDERSEN CASEMENT (FIXED) Al 1 (V O m 2'-6" 6'-0" -- _. OR CV O 2 -PANEL SLIDING WINDOW O -IN 3 8o b CV 80 6-0"ANDERSEN C2 OB C3t O 3'-0" 4'-0" 7 O C2 CASEMENT WINDOW W/ BAHAMA SHUTTER (BELOW) C3 CASEMENT WINDOW W/ WOOD PANEL (BELOW) 'A' Op PICTURE WINDOW ANDERSEN 'A' SERIES OF CASEMENT WINDOW W/ WOOD PANEL (BELOW) ANDERSEN 'A' SERIES ANDERSEN SERIES SIM. SIM. SIM. ANDERSEN 'A' SERIES LEGEND NOTE10 OWINDOW TAG 1. ALL STOREFRONT GLASS TO BE KAWNEER SERIES 401 W/ SOLEX I" GLASS, PROTECTION PER STORM SHIELD SYSTEM, FLORIDA PRODUCT APPROVAL IMPACT. HURRICANE NUMBER FL6317 - 5/A6.20 REFER TO SHOP DRAWINGS FOR WINDOW AND STORM SHIELD SPEC:i DOORS TO BE TRIFAB 451 W/190/350 FL APPROVAL #7237.2 AND INSTALLATION. ALL C2 2. ALL OPENINGS ON WINDOWS TO BE FIELD MEASURED & VERIFIED PRIOR TO SEE ORDERING. 2'-4" VENDER SPECIFICATIONS FOR HARDWARE PACKAGE F* ! These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. OR DO NOT MEASURE DRAWINGS NOWT ARCMTECT OF ANY AND ALL D1SCR0ANC11:S PRIOR TO CONSTRUCTION. SEE GENERAL NOTES WIND 1. ALL STOREFRONT GLASS TO PROTECTION PER STORM S SCHEDULE CIj REFER TO SHOP DRAWINGS B HOUSE DETAILS DOORS TO BE TRIFAB 451 W/ MARK SIZEDETAILS LOCATION (RM. #) AME HRWR. REMARKS TYPE QUANTITY LOCATION (RM. #) M WT. HT. REMARKS GROUP HEAD JAMB SILL o °020 OC WT. HT. VESTIBULE (141) YPE GROUP HEAD JAMB SILL 2/A6.20 A5 2 FOYER (100) 2'-8" 5-0" 2'-4" 2'-4" F 15/A6.21 2/A6.20 1/A6.20 ANDERSEN 2-2850 DBL. HUNGS FIXED W/2-2816 vJ Ii ANDERSEN CASEMENT (FIXED) OC21/2 _ 2'-4" 2'-411; 1;T SIM. SIM. TRANSOMS (ABOVE) PANELING (ABOVE/BELOW) OC 1 RECEPTION (101) 2'-4" 2'-4" ANDERSEN CASEMENT (FIXED) _ 2 VESTIBULE 144 O 3/A6.20 2/A6.20 1/A6.20 ANDERSEN CASEMENT (FIXED) OA 1 MEMBERSHIP OFFICE (102) 3'-0" 6'-0" U) U) � a ANDERSEN CASEMENT (FIXED) A2 2 CABANA ROOF 3'-0" 5'-0" I ANDERSEN DOUBLE HUNG (OPERABLE) C O 1 WAITING AREA (103) 2'-4" 2'-4" - N SIM. SIM. SIM. ANDERSEN CASEMENT (FIXED) Al 1 CLUB MANAGER'S OFFICE (105) 2'-6" 6'-0" - ANDERSEN DOUBLE HUNG (OPERABLE) OA 3 MULTI-PURPOSE ROOM (107) 3'-0" 6-0"ANDERSEN DOUBLE HUNG (OPERABLE) OB 1 TABLE STORAGE (110) 3'-0" 4'-0" - 3/A6.20 2/A6.20 1/A6.20 ANDERSEN OVAL WINDOW (FIXED) SIM. SIM. SIM. 6/A6.20 5/A6.20 4/A6.20 ANDERSEN 2424 CSMT. FIXED W/ 2450 BAHAMA C2 2 WASH STATION (112) 2'-4" 2'-4" '� ! _ SIM. SIM. SIM. SHUTTER (BELOW) 6/A6.20 5/A6.20 4/A6.20 ANDERSEN 2424 CSMT. FIXED W/ 2450 BAHAMA C2 2 FOOD &BEVERAGE OFFICE (113) 2'-4" 2'-4" - SIM. SIM. SIM. SHUTTER (BELOW) OE 1 FOOD SERVICE (115) 5'-0" 3'-6" 6/A6.20 5/A6.20 4/A6.20 2 -PANEL SLIDING WINDOW (OPERABLE) SIM. SIM. SIM. OC 1 HANDICAP RESTROOM (111A) 2'-4" 2'-4" - 6/A6.20 5/A6.20 4/A6.20 ANDERSEN CASEMENT (FIXED) OB 2 GRILL (121) 3'-0" 4'-0" 3/A6.20 2/A6.20 1/A6.20 ANDERSEN OVAL WINDOW (FIXED) - SIM. SIM. SIM. 6 GRILL (121) 5'-6" 6'-8" 9/A6.20 8/A6.20 7/A6.20 ANDERSEN PICTURE WINDOW OC 2 GOLF PRO SHOP (122) S-0" 8'-0" 3/A6.20 2/A6.20 1/A6.20 ANDERSEN CASEMENT (FIXED) SIM. SIM. SIM. 5/A6.20 4/A6.20 ANDERSEN 3030 CSMT. OPERABLE C3 1 GOLF PRO SHOP (122) 3'-0" 3'-0" - 6/A6.20 SIM. SIM. PANEL (BELOW) W/ SHUTTERS 5/A6.20 4/A6.20 ANDERSEN 3030 CSMT. OPERABLE C3 2 MEN'S LOCKERS (127) 3'-0" 3'-0" 6/A6.20 SIM. SIM. PANEL (BELOW) W/SHUTTERS O 3 WOMEN'S LOCKERS (130) / 3'-0" 3'-0" ' 3/A6.20 2/A6.20 1/A6.20 ANDERSEN CASEMENT (FIXED) PRIVATE VEST. (129) 6/A6.20 5/A6.20 4/A6.20 ANDERSEN 2424 CSMT. FIXED W/ 2450 BAHAMA C2 1 WOMEN'S RESTROOM (133) 2'-4" 2'-4" _ SIM. SIM. SIM. SHUTTER (BELOW) ` 6/A6.20 5/A6.20 4/A6.20 ANDERSEN 2424 CSMT. FIXED W/ 2450 BAHAMA C2 1 HANDICAP RESTROOM (133A) 2'4" 2'-4" - SIM. SIM. SIM. SHUTTER (BELOW) 6/A6.20 5/A6.20 4/A6.20 ANDERSEN 2424 CSMT. FIXED W/ 2450 BAHAMA C2 2 WOMEN'S SHOWERS (134) 2'-4" 2'-4" SIM. SIM. SIM. SHUTTER (BELOW) A2 16 MAIN CLUHOUSE ROOF 3'-0" 5'-0" 14/A6.21 5/A6.20 13/A6.20 ANDERSEN DOUBLE HUNG (FIXED) - SIM. SIM. SIM. 3/A6.20 2/A6.20 1/A6.20 ANDERSEN 3060 DBL. HUNG W/ 3060 BAHAMA A3 2 FOYER - TOWER (100) 3'-0" 6'-0" SIM. SIM. SIM. SHUTTER C1 12 FOYER - TOWER (100) 2'-4" 2'-8" - 9/A6.20 8/A6.20 7/A6.20 ANDERSEN 2428 CSMT. (FIXED) OCOFFICE 1 GENERAL MANAGER'S 3'-0" 3'-0" 3/A6.20 2/A6.20 1/A6.20 ANDERSEN CASEMENT (FIXED) 201 (C-) 1 GENERAL MANAGER'S 6'-0" 4'-0" 3/A6.20 2/A6.20 1/A6.20 ANDERSEN CASEMENT (FIXED) OFFICE 201 - LEGEND NOTES 1 . ALL STOREFRONT GLASS TO NEER SERIES 401 W/ SOLEX I" GLASS, IMPACT. HURRICANE PROTECTION PER STORM SF i LD YSTEM, FLORIDA PRODUCT APPROVAL NUMBER FL6317 - � 0# > WINDOW TAG REFER TO SHOP DRAWINGS R DOORS TO BE TRIFAB 451 W/1 0/3 INDOW AND STORM SHIELD SPECS AND INSTALLATION. ALL FL APPROVAL #7237.2 �// 2. ALL OPENINGS ON WINDOWS O B FIELD MEASURED & VERIFIED PRIOR TO ORDERING. SEE VENDER SPECIFICATIONI FOF1 HARDWARE PACKAGE WIN SCHEDULE LEGEND ' I J NOTES OWINDOW TAG 1. ALL STOREFRONT GLASS TO PROTECTION PER STORM S E Ki WNEER SERIES 401 W/ SOLEX -1" GLASS, IMPACT. HURRICANE I LD ')YSTEM, FLORIDA PRODUCT APPROVAL NUMBER FL6317 - SIZE FRAME REFER TO SHOP DRAWINGS HRWR. DETAILS DOORS TO BE TRIFAB 451 W/ MARK QUANTITY LOCATION (RM. #) O B FIELD MEASURED & VERIFIED PRIOR TO ORDERING. REMARKS HARDWARE PACKAGE M WT. HT. TYPE GROUP HEAD JAMB SILL o °020 OC 1 VESTIBULE (141) 2'-4" 2'-4" >.4 3/A6.20 2/A6.20 1/A6.20 ANDERSEN CASEMENT (FIXED) OC11/2 HANDICAP RESTROOM (142A) 2'-4" 2'-4" F L) x LL 0) a vJ Ii ANDERSEN CASEMENT (FIXED) OC21/2 HANDICAP RESTROOM (145A) 2'-4" 2'-411; 1;T U rn ' I C� UO o C14 !)10 ANDERSEN CASEMENT (FIXED) OC 2 VESTIBULE 144 O 2'-4" 2'-4" c� - U a U f0 0 Fu - U) U) � a ANDERSEN CASEMENT (FIXED) A2 2 CABANA ROOF 3'-0" 5'-0" I 14/A6.21 5/A6.20 13/A6.20 ANDERSEN DOUBLE HUNG (FIXED) N00 � N SIM. SIM. SIM. LEGEND ' I J NOTES OWINDOW TAG 1. ALL STOREFRONT GLASS TO PROTECTION PER STORM S E Ki WNEER SERIES 401 W/ SOLEX -1" GLASS, IMPACT. HURRICANE I LD ')YSTEM, FLORIDA PRODUCT APPROVAL NUMBER FL6317 - 01/31/14 REFER TO SHOP DRAWINGS R INDOW AND STORM SHIELD SPECS AND INSTALLATION. ALL REVISION 3 MEETING COMMENTS DOORS TO BE TRIFAB 451 W/ 0/3 FL APPROVAL #7237.2 05/22/14 2. ALL OPENINGS ON WINDOWE O B FIELD MEASURED & VERIFIED PRIOR TO ORDERING. SEE VENDER SPECIFICATIONIFOI HARDWARE PACKAGE - C PLAN REVISIONS Ill06-18-14REVISIONS #5 & #5.1 CONSULTANTS STRUCTURAL MCVEIGH &MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 REVISION PLAN CHANGES 01/31/14 20 REVISION LIFE SAFETY PLANS 03/25/14 REVISION 3 MEETING COMMENTS 04/17/14 REVISIONS 4 RPC PLAN REVISIONS 05/22/14 REVISION 5 RPC PLAN REVISIONS un 04 N N M 0 N M ao °� �M o °020 a;o u-rn >.4 So ° p � Cl? Y :314- 3OU F L) x LL 0) a vJ Ii C) N 'qt 1;T U rn ' I C� UO o C14 !)10 _ o c� L� ai U a U f0 0 Fu - U) U) � a 0-0M 04 U N00 � N CONSULTANTS STRUCTURAL MCVEIGH &MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 REVISION PLAN CHANGES 01/31/14 20 REVISION LIFE SAFETY PLANS 03/25/14 REVISION 3 MEETING COMMENTS 04/17/14 REVISIONS 4 RPC PLAN REVISIONS 05/22/14 REVISION 5 RPC PLAN REVISIONS 06/18/14 ARCHITECT'S SEAL CADD DWG. FILE NO. F___ SCALE AS SHOWN DRAWN BY FsMZ LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB WINDOW SCHEDULES A6.1 0 DOOR SCHEDULE CLUB HOUSE 'iDAH ' FRAME HDWR. DETAILS TYPE GROUP HEAD JAMB SILL REMARKS iK 20/A6.21 19/A6.21 18/A6.21 ANDERSEN 2-3080 DOORS OPERABLE W/ 2-3016 TRANSOMS & FLANKING 1680 SIDELITES W/ 1616 TRANSOMS 23/A6.21 22/A6.21 21/A6.21 ANDERSEN DR. UNIT (OPERABLE) 26/A6.21 25/A6.21 24/A6.21 ANDERSEN DR. UNIT (OPERABLE) 26/A6.21 25/A6.21 24/A6.21 ANDERSEN DR. UNIT (OPERABLE) 23/A6.21 22/A6.21 21/A6.21 ANDERSEN 2-3080 DR. UNIT (OPERABLE) & SIDELITE ASSEMBLY SIM. SIM. SIM. 23/1 22/A6.21 21/A6.21 ANDERSEN 2-3080 DR. UNIT (OPERABLE) ----FANDERSEN 3-3080 DR. UNIT (2 OPERABLE / 1 FIXED) - ANDERSEN 3-3080 DR. UNIT (3 FIXED) 2 ANDERSEN 3-3080 DR. UNIT (2 OPERABLE / 1 FIXED) ANDERSEN 3-3080 DR. UNIT (3 FIXED) 2 ANDERSEN 3-3080 DR. UNIT (2 OPERABLE/ 1 FIXED) 26/A6.21 25/A6.21 24/A6.21 ANDERSEN 3-3080 DR. UNIT (2 OPERABLE / 1 FIXED) 26/A6.21 25/A6.21 24/A6.21 HOLLOW CORE METAL DOOR SIM. SIM. SIM. 23/A6.21 22/A6.21 21/A6.21 HOLLOW CORE METAL DOOR SIM. SIM. SIM. 23/A6.21 22/A6.2 :21/A6.21 HOLLOW CORE METAL DOOR SIM. SIM. SIM. 26/A6.21 25/A6.21 24/A6.21 HOLLOW CORE METAL DOOR SIM. SIM. SIM. 29/A6.21 28/A6.21 27/A6.21 ¢ CkD EXTERIOR DOOR TAG 1. PROVIDE LEVER STYLE DOOR HARDWARE WITH LOCKSET U IN BRUSHED STAINLESS ON ALL RESTROOM DOORS Y Z # _1 INTERIOR DOOR TAG 0 2. ALL DOOR HARDWARE TO BE ADA COMPLIANT. FBC 11-4.3, re U a iK SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE 0 0 N _ a 0 U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. A5 REVISION #5 - REVISED SECOND FLOOR 28/A6.21 N / A WOOD LOUVERED DOOR -TOP OF DOOR @ 6-6" A.F.F. SIM. 28/A6.21 N / A WOOD LOUVERED DOOR -TOP OF DOOR @ 6-6" A.F.F. SIM. 28/A6.21 N / A WOOD LOUVERED DOOR -TOP OF DOOR @ 6-6" A.F.F. SIM. 28/A6.21 27/A6.21 28/A6.21 27/A6.21 28SA6.21 N / A WOOD LOUVERED DOOR -TOP OF DOOR @ 6-6" A.F.F. WOOD LOUVERED DOOR - TOP OF DOOR @ 6-6" A.F.F. WOOD LOUVERED DOOR - TOP OF DOOR @ 6-6" A.F.F. WOOD LOUVERED DOOR - TOP OF DOOR @ 6-6" A.F.F. 28/A6.21 27/A6.21 28/A6.21 ,27/A6.21 28/A6.21 N / A WOOD LOUVERED DOOR -TOP OF DOOR @ 6-6" A.F.F. Sim. WOOD LOUVERED DOOR - TOP OF DOOR @ 6-6" A.F.F. 28/A6.21 �27/A6.21 28/A6.21 27/A6.21 28/A6.21 27/A6.21 29/A6.21 SIM. 29/A6.21 SIM. 29/A6.21 SIM. 29/A6.21 29/A6.21 29//A6.21 PLAN (AS PER RPC FLOOR & ELECTRICAL FRAM TYPEJ HT. HEAD SIZE SILL 29/A6.21 PLANS) DOOR TYPE LOCATION JAMB 29/A6.21 29/A6.2128/A 29/A6.21 AS OF: JUNE 5, 2014 # 8'-0" -� WT. HT. T2 CBD 23/A6.21 Si CH 1 C-AD FOYER (100) 6'-0" 8'-0" (143) OREVISED SECOND FLOOR PLAN AS PER RPC ELECTRICAL PLANS =CH © GOLF PORCH (008) 3'-0" 8'-0" WOMENS TENNIS RESTROOM (153) A REVISION #5.1 - CORRECTIONS (AS PER CH3 © GOLF PORCH (008) 3'-0" 8'-0" CB3 CF) RPC FLOOR & ELECTRICAL PLANS) CH3A C13D GOLF PRO SHOP (122) 3'-0" 8'-0" I AS OF: JUNE 18, 2014 CH4 CCD GOLF PRO SHOP (122) 6-0" 8'-0" HOLLOW CORE METAL DOOR CB4 CH5 :131 COVERED PATIO (007) 5'-0" 8'-0" 1O CHANGED SWING OF DOOR CH3A OF GOLF PRO SHOP (122). 21/A6.21 ANDERSEN DR. UNIT (FIXED) T6COD-GROUP FITNESS (151) 6'-0" 8"-0" REPLACED WESTERN -MOST WINDOW OF MEN'S LOCKERS (127) CC 46 C*DDINING PATIO (006) 6-0" 8'-0" - W/ DOOR CH3. REPLACED ORIGINAL POSITION OF CH3, EASTERN -MOST POSITION W/ C3 WINDOW. REMOVED COMMON =CH B2 DINING PATIO (006) 6'-0" 8'-0" 6'-0" CB2 WALL BETWEEN WOMEN'S PRIVATE VESTIBULE (129) AND SHOE CHS B2 DINING PATIO (006) 6'-0" 8'-0" SHINE AREA (129A). REMOVED DOOR CH22A. RENAMED ROOM ANDERSEN DR. UNIT (FIXED) ANDERSEN DR. UNITOPERABLE ( ) ANDERSEN DR. UNIT (FIXED) T8 B1 RECEPTION (150) 6'-0" 8"-0" 129 TO PRIVATE VESTIBULE. REVISED DOOR CH23 TO 2680. CH9CB2)DINING WOMENS POOL RESTROOM (145) PATIO (006) 6'-0" 8'-0" REVISED DOOR &WINDOW SCHEDULES. CKD_ DINING PATIO (006) 6'-0" 8'-0" 8"-0" 2M� ADDED DOOR CH15A TO CHASE IN RESTROOM FOYER (139). CHANGED CH 11 O B2 O KITCHEN (111) 6'-0" 8'-0" - POCKET DOOR CH29 TO CASED OPENING 4080. T10 =B1 EXERCISE ROOM 154 ( ) - 11 6 0 1I 1� 8 -0 - M�3 REVISED DOOR CH8 TO SHOW 2 OPERABLE 'FRENCH DOORS' W/ 1 CH 12 CDD FOOD & BEV. WINDOW (005) 3'-6" 8'-011 511-011 - FIXED. =H1 CD:D DELIVERY ENTRY (002) 3'-0" 8'-0" - 4O REVISED SWING OF DOOR CH41 OF MULTI-PURPOSE ROOM (107) CH14 CD -D DELIVERY ENTRY (002) T-0" 8'-0" 11 3 -0 O REVISED DOORS CH31 - CH35 TO SHOWCASED OPENINGS (SEE CH15 C -DD DELIVERY ENTRY (002) 3'-6" 8'-0" 8"-011 LOCATIONS FOR WIDTHS. ALL OPENINGS HAVE CHANGED TO [C�Hl [G2] MEMBERSHIP OFFICE (102) 5'-0" 8'-0" MENS POOL RESTROOM 142 21-o" 9'-0" HEADER HT. REVISED DOOR SCHEDULE. LcH2] [7(�] VESTIBULE (135) 3'-0" 8'-0" 11-11 50SIM. OREVISED CHAMFERED CORNERS OF FLAT ROOF / MEZZANINE CH3 E � WOMENS PRIVATE 3 -0 l� 8 11 G POOL RESTROOM (142) ABOVE KITCHEN 111 . ADDED 3-3050 SHUTTERS TO NORTH ( ) 51'01 -Noe - RESTROOM ) (132 5"-0" -0 FASCADE. CH4 [ E WOMENS SHOWERS (134) 2'-0" 8'-0" [:t3] O7 REVISED DOORS T4 (MEN'S TENNIS R.R. - 152) & T3 (WOMEN'S CH5 NOTES WOMENS SHOWERS (134) 2'-0" 8'-0" 29/A6.21 SIM. TENNIS RESTROOM - 153) TO SHOW HALF GLASS DOORS. REVISED DOOR SCHEDULE. CH6 � G� HANDICAP RESTROOM 3'-0" 5'-0" 3 -0 1' 811011 -SIM. (133A) 29/A6.21 28/A6.21 SIM. 27/A6.21 SIM. O ADDED 6040 WINDOW TO NORTH WALL OF GENERAL MANAGER'S CH7 = G �-� WOMENS RESTROOM (133) 2-0 15-0 11 - OFFICE (201). REVISED WINDOW SCHEDULE. H8 G �� WOMENS RESTROOM (133) 21 -0.1 11 51 -0 OREVISED BEVERAGES (119A) & EQUIPMENT IN KITCHEN (111). CH9 T-0" FDC/RISER (131) 3'-0" 8'-0" re I-_ =CH10 10 REVISED EQUIPMENT IN BAR (120). 28/A6.21 SIM. 27/A6.21 SIM. WOMENS RESTROOM (137) T-0" 8'-0" T7 O11 TENNIS PRO SHOP (160) CH 1 1 © WOMENS RESTROOM (137) 2'-0" 5'-0" ¢ REDUCED PLATE HEIGHT OF DELIVERY ENTRY (002) & FOOD & 28/A6.21 SIM. 27/A6.21 SIM. T8 �� BEVERAGES WINDOW (005) BY 1'-2" (VERTICAL DIMENSION) CH 12 © WOMENS RESTROOM (137) 2'4" ❑ 6WOMENS 12 ADDED AWNING /COVER &COLUMNS TO DINING PATIO (006). CH13 �G RESTROOM (137) 2'-0" 5'-0" o REVISED GRILL (121) WINDOWS TO SHOW PANELS BELOW. G HANDICAP RESTROOM 3'-0" 5'-0" I_[�� Z (137A) 0 13 REVISED DINING HALL (119) CLERESTORY / DORMERS TO SHOW FCM5 �E RESTROOM FOYER (139) 3'-0" 8'-0" U Z WOOD SURROUND. REMOVED ALL SECONDARY BEAMS REMOVED. REMOVED ALL DINING LOGGIA (116) BEAMS & WOOD CH 16 MENS RESTROOM (138) 3'-0" 8'-0" CEILING FINISH. REPLACED W/ GYP. BD. C H 17 ECC HANDICAP RESTROOM 2'-0" 51-01' o a 0 14 REVISED LIFE SAFETY PLANHANDICAP LICH* EG:] (101) RESTROOM 3'-0" 5'-0" (138A) a 15 REVISED GABLE END ROOF AT RECEPTION (150) TO SHORTER CH 19 RESTROOM FOYER (139) 3'-0" 8'-0" Z OVERHANG. CH2O VESTIBULE (139A) 3'-0" 8'-0" �' m 0 16 REVISED CEILING HEIGHTS ACCORDING TO TELECONFERENCE CH21 E MEN'S PRIVATE RESTOOM 3'-0" 8'-0" W/ PETE RODRIGUES (129) o [CH22 [:E] WOMEN'S LOCKERS (130) T-0" 8'-0" } Z 1 _Z CH23 E� SHOE SHINE AREA (129A) 2'-6" 8'4" Z 1 o CH24 E GOLF PRO SHOP OFFICE (123). 3'-0" 8'-0" W CH25 MERCHANDISE STORAGE 314" 8'-0" 0 Ir 2 (124) GENERAL MANAGER'S 0 LU CH27 =E1 GOLF PRO SHOP (122) T-0" 8'-0" a 0 o CH28 E2 DRAFT MECH. (120B) 3'-6" 8'-0" w 00 CH29 E2 LIQUOR STRG. & T-0" 8'-0" COOLER (120A) o CH30 � � LIQUOR STRG. & 4'-0° 8'-0° 0 2 _J COOLER (120A) aIL 5 H30 [Ell]DINING LOGGIA (116) 6'-0" 8'-0" ry [CH:3:6] [:�E] DINING LOGGIA (116) T-0" 8'-0" D[C�❑HANDICAP D 3 7 E RESTROOM (111A) T-0" 8'-0" m CH38 = OFFICE (113) 3'-0" 8'-0" ry 0 CH39 = HALL (109) 3'-0" 8'-0" UL CH40 =E1 HALL (109) 6-0" 8'-0" ry 41E�] MULTI-PURPOSE ROOM 3'-0" 8'-0" a (107) Z CH42 = MULTI-PURPOSE ROOM 24'4" 8'-0" wCIH43[E] MULTI-PURPOSE ROOM 6'-0" 8'-0" w CH45 �� ( ) GALLERY (104) 3'-0" 8'-0" c� ry J J �46 E3 DINING HALL (119) 6'-0" 10'-0" Uj LEGEND U w _ U DOOR SCHEDULE CLUB HOUSE 'iDAH ' FRAME HDWR. DETAILS TYPE GROUP HEAD JAMB SILL REMARKS iK 20/A6.21 19/A6.21 18/A6.21 ANDERSEN 2-3080 DOORS OPERABLE W/ 2-3016 TRANSOMS & FLANKING 1680 SIDELITES W/ 1616 TRANSOMS 23/A6.21 22/A6.21 21/A6.21 ANDERSEN DR. UNIT (OPERABLE) 26/A6.21 25/A6.21 24/A6.21 ANDERSEN DR. UNIT (OPERABLE) 26/A6.21 25/A6.21 24/A6.21 ANDERSEN DR. UNIT (OPERABLE) 23/A6.21 22/A6.21 21/A6.21 ANDERSEN 2-3080 DR. UNIT (OPERABLE) & SIDELITE ASSEMBLY SIM. SIM. SIM. 23/1 22/A6.21 21/A6.21 ANDERSEN 2-3080 DR. UNIT (OPERABLE) ----FANDERSEN 3-3080 DR. UNIT (2 OPERABLE / 1 FIXED) - ANDERSEN 3-3080 DR. UNIT (3 FIXED) 2 ANDERSEN 3-3080 DR. UNIT (2 OPERABLE / 1 FIXED) ANDERSEN 3-3080 DR. UNIT (3 FIXED) 2 ANDERSEN 3-3080 DR. UNIT (2 OPERABLE/ 1 FIXED) 26/A6.21 25/A6.21 24/A6.21 ANDERSEN 3-3080 DR. UNIT (2 OPERABLE / 1 FIXED) 26/A6.21 25/A6.21 24/A6.21 HOLLOW CORE METAL DOOR SIM. SIM. SIM. 23/A6.21 22/A6.21 21/A6.21 HOLLOW CORE METAL DOOR SIM. SIM. SIM. 23/A6.21 22/A6.2 :21/A6.21 HOLLOW CORE METAL DOOR SIM. SIM. SIM. 26/A6.21 25/A6.21 24/A6.21 HOLLOW CORE METAL DOOR SIM. SIM. SIM. 29/A6.21 28/A6.21 27/A6.21 ¢ CkD EXTERIOR DOOR TAG 1. PROVIDE LEVER STYLE DOOR HARDWARE WITH LOCKSET U IN BRUSHED STAINLESS ON ALL RESTROOM DOORS Y Z # _1 INTERIOR DOOR TAG 0 2. ALL DOOR HARDWARE TO BE ADA COMPLIANT. FBC 11-4.3, re U a iK SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE 0 0 N _ a 0 U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. WOOD LOUVERED BIFOLD DOORS - 2-2080 (4 PANELS) DOORS - 2-3080 FULL SWING DOOR FULL SWING DOOR RETRACTABLE OPENING (SEE MANUFACTURERS SPECS.) 2 - T-0" x 10'-0" POCKET DOORS NOTE 3. SEE EXTERIOR ELEVATION AND MANUFACTURER SHOP DRAWINGS FOR ADDITIONAL INFORMATION 4. ALL DOOR:3 IN AN EGRESS PATH ARE TO BE EQUIPPED WITH PANIC HARDWARE. OFFICE D - SE( DOOR TYPE LOCATION SIZE FRAM, # WT. I HT. TYk CA1 LE 1 GENERAL MANAGERS 5'-0" 7'-0" OFFICE (201) [A2] =E1 SECURITY AREA (203) 3'-0" 7'-0" HVAC / MECHANICAL A3 11 „ E 1 MEZZANINE (204) 3 -0 7 -0 LEGEND IR SCHEDULE RITY / HVAC MEZ HDWR. DETAILS GROUP HEAD JAMB SILL iK 29/A6.2128/A6.2127/A6.21 NOTES DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DMCMWM( ;PMRK4 Cg11T$!'IMT10N. SEE GENERAL NOTES REMARKS EXTERIOR DOOR TAG 1. PROVIDE LEVER STYLE DOOR HARDW E H LOCKSET 3. SEE EXTERIOR ELEVATION AND MANUFACTURER IN BRUSHED STAINLESS ON ALL REST M JpOORS SHOP DRAWINGS FOR ADDITIONAL INFORMATION I ® INTERIOR DOOR TAG 2. ALL DOOR HARDWARE TO BE ADA COM IAN FBC 11-4.3. 4. ALL DOORS IN AN EGRESS PATH ARE TO BE EQUIPPED WITH PANIC HARDWARE i� SEE VENDER SPECIFICATIONS FOR HAR WA E PACKAGE DOC TYPE 28/A6.21 N / A WOOD LOUVERED DOOR -TOP OF DOOR @ 6-6" A.F.F. SIM. 28/A6.21 N / A WOOD LOUVERED DOOR -TOP OF DOOR @ 6-6" A.F.F. SIM. 28/A6.21 N / A WOOD LOUVERED DOOR -TOP OF DOOR @ 6-6" A.F.F. SIM. 28/A6.21 27/A6.21 28/A6.21 27/A6.21 28SA6.21 N / A WOOD LOUVERED DOOR -TOP OF DOOR @ 6-6" A.F.F. WOOD LOUVERED DOOR - TOP OF DOOR @ 6-6" A.F.F. WOOD LOUVERED DOOR - TOP OF DOOR @ 6-6" A.F.F. WOOD LOUVERED DOOR - TOP OF DOOR @ 6-6" A.F.F. 28/A6.21 27/A6.21 28/A6.21 ,27/A6.21 28/A6.21 N / A WOOD LOUVERED DOOR -TOP OF DOOR @ 6-6" A.F.F. Sim. WOOD LOUVERED DOOR - TOP OF DOOR @ 6-6" A.F.F. 28/A6.21 �27/A6.21 28/A6.21 27/A6.21 28/A6.21 27/A6.21 29/A6.21 SIM. 29/A6.21 SIM. 29/A6.21 SIM. 29/A6.21 29/A6.21 29//A6.21 SIZEDETAILS FRAM TYPEJ HT. HEAD HDWR. GROUP SILL 29/A6.21 29/A6.21 29/A6..21 SI M HEAD JAMB 29/A6.21 29/A6.2128/A 29/A6.21 WOOD LOUVERED BIFOLD DOORS - 2-2080 (4 PANELS) DOORS - 2-3080 FULL SWING DOOR FULL SWING DOOR RETRACTABLE OPENING (SEE MANUFACTURERS SPECS.) 2 - T-0" x 10'-0" POCKET DOORS NOTE 3. SEE EXTERIOR ELEVATION AND MANUFACTURER SHOP DRAWINGS FOR ADDITIONAL INFORMATION 4. ALL DOOR:3 IN AN EGRESS PATH ARE TO BE EQUIPPED WITH PANIC HARDWARE. OFFICE D - SE( DOOR TYPE LOCATION SIZE FRAM, # WT. I HT. TYk CA1 LE 1 GENERAL MANAGERS 5'-0" 7'-0" OFFICE (201) [A2] =E1 SECURITY AREA (203) 3'-0" 7'-0" HVAC / MECHANICAL A3 11 „ E 1 MEZZANINE (204) 3 -0 7 -0 LEGEND IR SCHEDULE RITY / HVAC MEZ HDWR. DETAILS GROUP HEAD JAMB SILL iK 29/A6.2128/A6.2127/A6.21 NOTES DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DMCMWM( ;PMRK4 Cg11T$!'IMT10N. SEE GENERAL NOTES REMARKS EXTERIOR DOOR TAG 1. PROVIDE LEVER STYLE DOOR HARDW E H LOCKSET 3. SEE EXTERIOR ELEVATION AND MANUFACTURER IN BRUSHED STAINLESS ON ALL REST M JpOORS SHOP DRAWINGS FOR ADDITIONAL INFORMATION I ® INTERIOR DOOR TAG 2. ALL DOOR HARDWARE TO BE ADA COM IAN FBC 11-4.3. 4. ALL DOORS IN AN EGRESS PATH ARE TO BE EQUIPPED WITH PANIC HARDWARE i� SEE VENDER SPECIFICATIONS FOR HAR WA E PACKAGE DOC TYPE R SCHEDULE CA FRAM TYPE NA BATHCB' DOOR # TYPE LOCATION SIZEDETAILS FRAM TYPEJ HT. HEAD HDWR. GROUP SILL REMARKS WT. HT. HEAD JAMB SILL CB1 D C F STORAGE (009) 3'-0" 8'-0" -� 21/A6.21 ANDERSEN DR. UNIT (OPERABLE) T2 CBD 23/A6.21 Si 22/A6.21 Si 21/A6.21 Si HOLLOW CORE METAL DOOR (CO)LAUNDRY (143) 6-0" 8'-0" - ANDERSEN DR. UNIT (OPERABLE) ANDERSEN DR. UNIT (OPERABLE) HOLLOW CORE METAL DOOR CT3)CBD cxa WOMENS TENNIS RESTROOM (153) 3'-0" 8"-0" - o N HOLLOW CORE METAL DOORS - 2-3080 CB3 CF) VESTIBULE (141) T-0" 8'-011 - 81� -o 11 - I (n co 23/A6.21 SIM 22/A6.21 SIM. 21/A6.21 SIM. CT5 B1 HOLLOW CORE METAL DOOR CB4 O VESTIBULE (144) 3'-0" 8'-0" - 23/A6.21 22/A6.21 21/A6.21 ANDERSEN DR. UNIT (FIXED) T6COD-GROUP FITNESS (151) 6'-0" 8"-0" HOLLOW CORE METAL DOOR E�:]HANDICAP RESTROOM (145A) 3'-0" 5'-0" - CL m� � ANDERSEN DR. UNIT (FIXED) 29/A6.2128/A6.21 SIM. SIM. N / A 6'-0" CB2 G � G WOMENS POOL RESTROOM (145) - 2'0" 5"-0" - ANDERSEN DR. UNIT (FIXED) ANDERSEN DR. UNITOPERABLE ( ) ANDERSEN DR. UNIT (FIXED) T8 B1 RECEPTION (150) 6'-0" 8"-0" (� CB3 G WOMENS POOL RESTROOM (145) 2-011 511-011 - T9 =B1 EXERCISE ROOM (154) 6'-0" 8"-0" CB4 G WOMENS POOL RESTROOM (145) 2-011 511-0ll - T10 =B1 EXERCISE ROOM 154 ( ) - 11 6 0 1I 1� 8 -0 - CB5 G WOMENS POOL RESTROOM (145) 2l_ �� 0 511-011 - ANDERSEN DR. UNIT OPERABLE T1 1 C�) EXERCISE ROOM 154 () 6 -0 11 11 11 8 -o - CB6 �� [�G HANDICAP RESTROOM (142A) 11 3 -0 1 11 5 -0 - ANDERSEN DR. UNIT (FIXED) T12 =B1 EXERCISE ROOM (154) 6-0" 8"-011 EGI MENS POOL RESTROOM 142 21-o" 5"-0"- ANDERSEN DR. UNIT (OPERABLE) TIJ [G] WOMENS TENNIS RESTROOM (153) 11 2 -0 11-11 50SIM. 29/A6.21 28/A6.21 SIM. ��MENS CB8 G POOL RESTROOM (142) 2-� 0�� 51'01 -Noe - 3'-0" 5"-0" - Noe 28/A6.21 SIM. Noe WOOD LOUVERED DOOR -TOP OF DOOR @ 6-6" A.F.F. [:t3] LEGENDI WOMENS TENNIS RESTROOM 153 3'-0" NOTES C�D EXTERIOR DOOR TAG 1. PROVIDE LEVER STYLE DOOR HARDWAR WI H LOCKSET IN BRUSHED STAINLESS ON ALL RESTRb M D ORS ® INTERIOR DOOR TAG 2. ALL DOOR HARDWARE TO BE ADA COM IAN FBC 11-4.3. i� SEE VENDER SPECIFICATIONS FOR HAR APACKAGE 3. SEE EXTERIOR ELEVATION AND MANUFACTURER SHOP DRAWINGS FOR ADDITIONAL INFORMATION 4. ALL DOORS IN AN EGRESS PATH ARE TO BE EQUIPPED WITH PANIC HARDWARE DC1' IR SCHEDULE EE N N I S'T' DOOR # TYPE LOCATION SIZE FRAM TYPE ' �I HDWR. ROUP DETAILS REMARKS WT. HT. HEAD JAMB SILL _(:T1 B1 TENNIS PRO SHOP (160) 6'-0" 8"-0" - -a o 0 co 23/A6.21 22/A6.21 21/A6.21 ANDERSEN DR. UNIT (OPERABLE) T2 CBD MENS TENNIS RESTROOM (152) 3'-0" 8"-011 0 o M `ruur 23/A6.21 22/A6.21 21/A6.21 ANDERSEN DR. UNIT (OPERABLE) ANDERSEN DR. UNIT (OPERABLE) HOLLOW CORE METAL DOOR CT3)CBD cxa WOMENS TENNIS RESTROOM (153) 3'-0" 8"-0" - o N 23/A6.21 22/A6.21 21/A6.21 CT) MECHANICAL (011A) 3-011 81� -o 11 - I (n co 23/A6.21 SIM 22/A6.21 SIM. 21/A6.21 SIM. CT5 B1 GROUP FITNESS (151) 6'-0" 8"-0" - 23/A6.21 22/A6.21 21/A6.21 ANDERSEN DR. UNIT (FIXED) T6COD-GROUP FITNESS (151) 6'-0" 8"-0" - rn B O CL m� � ANDERSEN DR. UNIT (FIXED) CT7D CB1DGROUP FITNESS (151) 6'-0" 8"-0" - 0 N ANDERSEN DR. UNIT (FIXED) ANDERSEN DR. UNITOPERABLE ( ) ANDERSEN DR. UNIT (FIXED) T8 B1 RECEPTION (150) 6'-0" 8"-0" - T9 =B1 EXERCISE ROOM (154) 6'-0" 8"-0" T10 =B1 EXERCISE ROOM 154 ( ) - 11 6 0 1I 1� 8 -0 - ANDERSEN DR. UNIT OPERABLE T1 1 C�) EXERCISE ROOM 154 () 6 -0 11 11 11 8 -o - ANDERSEN DR. UNIT (FIXED) T12 =B1 EXERCISE ROOM (154) 6-0" 8"-011 ANDERSEN DR. UNIT (OPERABLE) TIJ [G] WOMENS TENNIS RESTROOM (153) 11 2 -0 11-11 50SIM. 29/A6.21 28/A6.21 SIM. N / A WOOD LOUVERED DOOR - TOP OF DOOR @ 6-6" A.F.F. F2 � G HANDICAP RESTROOM (153B) 3'-0" 5"-0" - 29/A6.21 SIM. 28/A6.21 SIM. N / A WOOD LOUVERED DOOR -TOP OF DOOR @ 6-6" A.F.F. [:t3] E WOMENS TENNIS RESTROOM 153 3'-0" 8"-0" - 29/A6.21 SIM. 28/A6.21 SIM. 27/A6.21 SIM. T4 E MENS TENNIS RESTROOM (152) 3 -0 1' 811011 -SIM. 29/A6.21 28/A6.21 SIM. 27/A6.21 SIM. ET51 HANDICAP RESTROOM (152B) 3'-0" 5"-0" - 29/A6.21 SIM. 28/A6.21 SIM. N / A WOOD LOUVERED DOOR -TOP OF DOOR @ 6-6" A.F.F. T6 = GROUP FITNESS (151) T-0" 8"-0" - 29/A6.21 SIM. 28/A6.21 SIM. 27/A6.21 SIM. T7 E1 TENNIS PRO SHOP (160) 0 6'-" 8"-0" - 29/A6.21 SIM. 28/A6.21 SIM. 27/A6.21 SIM. T8 �� CLOSET (161) 1 11 3 -0 11 11 8 -0 - 29/A6.21 SIM. 28 /A6.21 SIM. 27/A6.21 SIM. LEGEND ® EXTERIOR DOOR TAG 1. PROVIDE LEVER STYLE DOOR HARDWAR IN BRUSHED STAINLESS ON ALL RESTRO ® INTERIOR DOOR TAG 2. ALL DOOR HARDWARE TO BE ADA COMPL iK SEE VENDER SPECIFICATIONS FOR HARD REVISIONS #5 & #5.1 - F NOTES T. LOCKSET 3. SEE EXTERIOR ELEVATION AND MANUFACTURER RS SHOP DRAWINGS FOR ADDITIONAL INFORMATION T. BC 11-4.3. 4. ALL DOORS IN AN EGRESS PATH ARE TO BE EQUIPPED WITH PANIC HARDWARE ZE PACKAGE C PLAN REVISIONS - 06.18-14 LI 12/13/13 0 REVISION PLAN CHANGES 01/31!14 REVISION LIFE SAFETY PLANS 03/25/14 0 REVISION MEETING COMMENTS 04/17/14 REVISIONS 4 RPC PLAN REVISIONS 05/22/14 d- M rn NO co CDN N M -a o 0 co EL d? aS L 00 00o c o 0 o M `ruur W� U C) CU L` cxa LL o N "i 00 t wf � (n co M -Go - M (q� � � U a; d U rn B O CL m� � N00 m U 0 N CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 0 REVISION PLAN CHANGES 01/31!14 REVISION LIFE SAFETY PLANS 03/25/14 0 REVISION MEETING COMMENTS 04/17/14 REVISIONS 4 RPC PLAN REVISIONS 05/22/14 REVISION 5 RPC PLAN REVISIONS 06/18/14 ARCHITECT'S SEAL CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY SMZ LGVHL Ut.�I.KIF' 1 IUN PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB DOOR SCHEDULES A6.11 1 0 w a! w U) W 0 J J Q w ry Z) U W H 2 U Q U 0 Y Z 0 of U 0 C) 0 0 N a 0 U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 0 REVISION #5 - REVISED SECOND FLOOR PLAN (AS PER RPC FLOOR & ELECTRICAL PLANS) AS OF: JUNE 5, 2014 OREVISED SECOND FLOOR PLAN AS PER RPC ELECTRICAL PLANS A REVISION #5.1 - CORRECTIONS (AS PER RPC FLOOR & ELECTRICAL PLANS) AS OF: JUNE 18, 2014 OCHANGED SWING OF DOOR CH3A OF GOLF PRO SHOP (122). REPLACED WESTERN -MOST WINDOW OF MEN'S LOCKERS (127) W/ DOOR CH3. REPLACED ORIGINAL POSITION OF CH3, EASTERN -MOST POSITION W/ C3 WINDOW. REMOVED COMMON WALL BETWEEN WOMEN'S PRIVATE VESTIBULE (129) AND SHOE SHINE AREA (129A). REMOVED DOOR CH22A. RENAMED ROOM 129 TO PRIVATE VESTIBULE. REVISED DOOR CH23 TO 2680. REVISED DOOR & WINDOW SCHEDULES. 2O ADDED DOOR CH15A TO CHASE IN RESTROOM FOYER (139). CHANGED POCKET DOOR CH29 TO CASED OPENING 4080. OREVISED DOOR CH8 TO SHOW 2 OPERABLE 'FRENCH DOORS' W/ 1 FIXED. OREVISED SWING OF DOOR CH41 OF MULTI-PURPOSE ROOM (107) OREVISED DOORS CH31 - CH35 TO SHOW CASED OPENINGS (SEE LOCATIONS FOR WIDTHS. ALL OPENINGS HAVE CHANGED TO 9'-0" HEADER HT. REVISED DOOR SCHEDULE. OREVISED CHAMFERED CORNERS OF FLAT ROOF / MEZZANINE ABOVE KITCHEN (111). ADDED 3-3050 SHUTTERS TO NORTH FASCADE. �7 REVISED DOORS T4 (MEN'S TENNIS R.R. - 152) & T3 (WOMEN'S TENNIS RESTROOM - 153) TO SHOW HALF GLASS DOORS. REVISED DOOR SCHEDULE. OADDED 6040 WINDOW TO NORTH WALL OF GENERAL MANAGER'S OFFICE (201). REVISED WINDOW SCHEDULE. OREVISED BEVERAGES (119A) & EQUIPMENT IN KITCHEN (111). SREVISED EQUIPMENT 1N BAR (120). 11 REDUCED PLATE HEIGHT OF DELIVERY ENTRY (002) & FOOD & BEVERAGES WINDOW (005) BY V-2" (VERTICAL DIMENSION) 12 ADDED AWNING / COVER & COLUMNS TO DINING PATIO (006). REVISED GRILL (121) WINDOWS TO SHOW PANELS BELOW. 13 REVISED DINING HALL (119) CLERESTORY / DORMERS TO SHOW WOOD SURROUND. REMOVED ALL SECONDARY BEAMS REMOVED. REMOVED ALL DINING LOGGIA (116) BEAMS & WOOD CEILING FINISH. REPLACED W/ GYP. BD. 14 REVISED LIFE SAFETY PLAN 15 REVISED GABLE END ROOF AT RECEPTION (150) TO SHORTER OVERHANG. 16 REVISED CEILING HEIGHTS ACCORDING TO TELECONFERENCE W/ PETE RODRIGUES DOOR TYPES 12/13/13 REVISION PLAN CHANGES EXTERIOR O ZLREVISION LIFE SAFETY PLANS 03/25/14 REVISION MEETING COMMENTS 0) O REVISIONS 4 RPC PLAN REVISIONS 05/22/14 N N O N OR BRICK C FG CONDITION ,III 1 2 B1 ON �� ,�°' �o °� o Cl) co _A7 ti i CAD D O Uj M O r� 0 o Q X LL ++ co U) U_ SHAKE CONDITION CAD DOUBLE DOOR ASSEMBLY W/ TRANSOMS & SIDELITES ANDERSEN 'A' SERIES WOOD PANEL DOORS © SINGLE DOOR ANDERSEN 'A' SERIES EQUIPPED WITH PANIC HARDWARE B11i O DOUBLE DOOR ASSEMBLY ANDERSEN 'A' SERIES EQUIPPED WITH PANIC HARDWARE OR n SHAKE BRICK CONDITION C42) CONDITION 2 2 2 N 0; 04 U O C14 (=3 � - UC'? o o _rn _"d corn � _0 °' aU N N _U iF 0 co - I U C N 00 O Ct N C*DANDERSEN TRIPLE DOOR ASSEMBLY 'A' SERIES EQUIPPED WITH PANIC HARDWARE CC:) DOUBLE DOOR ASSEMBLY W/ SI ANDERSEN 'A' SERIES EQUIPPED WITH PANIC HARDWAI ELRES ItE OR BRICK CONDITION SHAKE CONDITION O SINGLE DOOR METAL D1 DOUBLE DOOR ASSEMBLY METAL I INTERIOR I I � E1 E2 E3 �F PANELED DOOR WOOD E1 DOUBLE PANELED DOOR ASSEMBLY WOOD E2 POCKET DOOR WOOD E3 DOUBLE POCKET DOORS WOOD �F TRIFOLD LOUVERED DOOR WOOD 0o C° O O 10 `-9 OPEN I — FOPEN F1 © F1 BIFOLD LOUVERED DOOR WOOD �G� LOUVERED DOOR WOOD BIFOLD LOUVERED DOOR WOOD LEGEND NOTES ® EXTERIOR DOOR TAG INTERIOR DOOR TAG 1. PROVIDE LEVER STYLE DOOR HARDWARE WITH LOCKSET 3. SEE EXTERIOR ELEVATION A D NANUFACTURER IN BRUSHED STAINLESS ON ALL RESTROOM DOORS SHOP DRAWINGS FOR ADDI NPL 2. ALL DOOR HARDWARE TO BE ADA COMPLIANT. FBC 11-4.3. 4. ALL DOORS IN AN EGRESS F H INFORMATION RE TO BE EQUIPPED WITH PANIC HARDWARE. SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE REVISIONS #5 & #5.1 - DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES C PLAN REVISIONS - 06-18-14 CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 REVISION PLAN CHANGES 01/31/14 ZLREVISION LIFE SAFETY PLANS 03/25/14 REVISION MEETING COMMENTS 0) O REVISIONS 4 RPC PLAN REVISIONS 05/22/14 N N O N M M M ON �� ,�°' �o °� o Cl) co D O Uj M O r� 0 o Q X LL ++ co U) U_ o N 16 t :ta;! co O N 0; 04 U O C14 (=3 � UC'? o o _rn _"d corn � _0 °' aU N N _U iF 0 co co U N 00 O Ct N CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 REVISION PLAN CHANGES 01/31/14 ZLREVISION LIFE SAFETY PLANS 03/25/14 REVISION MEETING COMMENTS 04/17/14 REVISIONS 4 RPC PLAN REVISIONS 05/22/14 AAREVISION 5 RPC PLAN REVISIONS 06/18/14 ARCHITECT'S SEAL CADD DWG. FILE NO. 7 - SCALE AS SHOWN DRAWN BY SMZ LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB DOOR TYPES A6.1 1 A 0 w ry w w _ co re J J Q ui w D i U LU _ U Q U Y Z 0 U Q C) N I- ry } 0 U NOTE: FLUID APPLIED 'ROLL-ON' MEMBRANE ARCHITECTURAL CEDAR SHINGLE RESAWN & COMPATIBLE W/ ALL METERIALS USED. REBUTTED W/ FACTORY FINISH "ALTERNATE- MATERIAL DIRECTLY APPLIED TO SHEATHING "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS FOR COURSING PATTERN COLOR: BM. SILVER MARLIN # 2139-50 5 SHEATHING ASSEMBLY & WATERPROOF MEASURES *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY FINISH (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8" STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES 7 ,_ 2 2 2 1X FURRING MTL FLASHING iv CAULKING 2 X 6 WINDOW HEAD "AZEK" SYNTHETIC PRODUCT -OR- EQUAL` ALTERNATE #1 - WOOD PT. KDT 2 PTD. ALTERNATE #2 -'ANDERSEN EXTREME TRIM' SYSTEM COLOR: BM. ICE MIST #2123-70 zMASTIG TA E—/ Q a z c7 W a 2x BLOCKING Z o J HAND -PAINTED VULCUM OVER W w w WINDOW FINS O U 11 N 11 _ w U VULCUM CAULKING PRIOR TO O O 2 U) INSTALLATION OF WINDOW 0z LL z NOTE: VULCUM CAULK ALL w FINS @ CORNERS, TYP. LU cn w w WINDOW HEAD DETAIL @ SHAKES (TYPICAL Scale: 3" = V-0" ARCHITECTURAL CEDAR SHINGLE RESAWN & REBUTTED W/ FACTORY FINISH "ALTERNATE- "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS FOR COURSING PATTERN COLOR: BM. SILVER MARLIN # 2139-50 C SHEATHING ASSEMBLY & WATERPROOF MEASURES-- --- *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY FINISH (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8" STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES C 2x4 TRIM SILL (BELOW)— I NI PAINTED BRICK VENEER COLOR: BM. SEA PEARL #OC 19 BRICK TIES @ 24" O.C. (MAX. 2.67 SQ. FT. PER TIE) SHEATHING ASSEMBLY & WATERPROOF MEASURES 3/4" PLYWOOD SHEATHING *CEDAR SHINGLE -RES/hWN & REBUTTED W/ FACTORY FINISH (OPITIONAL- HARDIESHINGLE - 1/2" GWB STRAIGHT EDGE PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED 2x8 STUD WALL W/ MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8" R-19 INSUL. (SEE SPECS.) STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES HEADER (SEE STRUCT. DWGS. FOR ADD'L. INFO.) MTL. FLASHING METAL .ANGLE W/ LAG BOLTS (,GEE STRUCT. DWGS.) DRYLIN MASTIC TAPE (ADHESIVE PRIMER OVER SHEATHING PRIOR TO TAPE WINDOW HEAD TRIM (SEE SHEET A8.20 FOR ADD'L. INFO.) CAULK W/ BACKER BRICK M( WOOD JAMB 2x BLOC EXTENSION TRIM (BEYOND) HAND -PAINTED VULCUM WINDOW WINDOW UNIT VULCUM CAULKING PRIC (SEE SCHEDULE FOR TYP.) INSTALLATION OF WIN NOTE: VULCUM CAULK ALL FINS @ CORNERS, TYP. _ WINDOW HEAD DETAIL a@ BRICK VENEER NOTE: FLUID APPLIED'ROLL-ON' MEMBRANE COMPATIBLE W/ ALL METERIALS USED. MATERIAL DIRECTLY APPLIED TO SHEATHING J < 2x BLOCKING AS REO'D.--"' PAINTED BRICK VENEER a d O w w HAND -PAINTED VULCUM OVER z w WINDOW FINS—/ Z LZ 0 N z U p *CEDAR SHINGLE-RESAWN & REBUTTED W/ z VULCUM CAULKING PRIOR TO �FNOTE:ULCUM CAULK ALL w g INSTALLATION OF WINDOW—/ SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED w MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8" J o Op JAMB (SEE STRUCT. DWGS. O �- z p z DRYLIN MASTIC TAPE — __--- (ADHESIVE PRIMER INTERIOR WINDOW TRIM NOTE: VULCUM CAULK ALL (SEE SHEET A8.20) w w FINS @ CORNERS, TYP. (SEE SHEET A8.20) w � w (n I NI PAINTED BRICK VENEER COLOR: BM. SEA PEARL #OC 19 BRICK TIES @ 24" O.C. (MAX. 2.67 SQ. FT. PER TIE) SHEATHING ASSEMBLY & WATERPROOF MEASURES 3/4" PLYWOOD SHEATHING *CEDAR SHINGLE -RES/hWN & REBUTTED W/ FACTORY FINISH (OPITIONAL- HARDIESHINGLE - 1/2" GWB STRAIGHT EDGE PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED 2x8 STUD WALL W/ MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8" R-19 INSUL. (SEE SPECS.) STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES HEADER (SEE STRUCT. DWGS. FOR ADD'L. INFO.) MTL. FLASHING METAL .ANGLE W/ LAG BOLTS (,GEE STRUCT. DWGS.) DRYLIN MASTIC TAPE (ADHESIVE PRIMER OVER SHEATHING PRIOR TO TAPE WINDOW HEAD TRIM (SEE SHEET A8.20 FOR ADD'L. INFO.) CAULK W/ BACKER BRICK M( WOOD JAMB 2x BLOC EXTENSION TRIM (BEYOND) HAND -PAINTED VULCUM WINDOW WINDOW UNIT VULCUM CAULKING PRIC (SEE SCHEDULE FOR TYP.) INSTALLATION OF WIN NOTE: VULCUM CAULK ALL FINS @ CORNERS, TYP. _ WINDOW HEAD DETAIL a@ BRICK VENEER NOTE: FLUID APPLIED'ROLL-ON' MEMBRANE COMPATIBLE W/ ALL METERIALS USED. MATERIAL DIRECTLY APPLIED TO SHEATHING WINDOW JAMB DETAIL (c- SHAKES (TYPICAL Scale: 3" = V-0" O w J TRIM (BEYOND) D w w cn w SECONDARY 2x4 a = w U CHAMFERED SILL O= U2 U) BLOCKING (TO MATCH O w o PRIMARY) ( 3 � _z z 4 X 4 CHAMFERED SILL \- w LAMINATED SYNTHETIC w w LUMBER OR FINISH w - LUMBER W/ DRIP EDGE C DRYLIN MASTIC TAPE (ADHESIVE PRIMER G OVER SHEATHING PRIOR TO TAPE) HOUSEWRAP OVER SHEATHING (TAPE FROM FINISH TO HOUSE WRAP) ARCHITECTURAL CEDAR SHINGLE RESAWN & REBUTTED W/ FACTORY FINISH "ALTERNATE- "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS FOR COURSING PATTERN COLOR: BM. SILVER MARLIN # 2139-50 C SHEATHING ASSEMBLY & WATERPROOF MEASURES *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY FINISH (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM) OVER 5/8" STRUCTURAL ALL PRODUCTS +,T�+O11APPLIED r 1 �4I4D�J-V'V' `SjILILEL[� 1'I A6.20 Scale: 3" = V-0" These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTlI'Y ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 3/4" PLYWOOD SHEATHING 3/4" PLYWOOD SHEATHING 1/2" GWB 1/2" GWB 2x8 STUD WALL W/ 2x8 STUD WALL W/ R-19 INSUL. (SEE SPECS.) R-19 INSUL. (SEE SPECS.) HEADER (SEE STRUCT. DWGS. HEADER (SEE STRUCT. DWGS. FOR ADD'L. INFO.) FOR ADD'L. INFO.) WINDOW HEAD TRIM (SEE SHEET A8.20 FOR ADD'L. INFO.) WOOD JAMB EXTENSION TRIM (BEYOND) WINDOW UNIT (SEE SCHEDULE FOR TYP.) WINDOW HEAD TRIM (SEE SHEET A8.20 FOR ADD'L. INFO.) WOOD JAMB EXTENSION TRIM (BEYOND) ANDERSEN WINDOW APW 5868 A -SERIES (SEE SCHEDULE FOR TYP.) COMPATIBLE W/ ALL METERIALS USED. MATERIAL DIRECTLY APPLIED TO SHEATHING 5 ARCHITECTURAL CEDAR SHINGLE RESAWN & REBUTTED W/ FACTORY FINISH "ALTERNATE- "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS FOR COURSING PATTERN COLOR: BM. SILVER MARLIN # 2139-50 _._....... 7 SHEATHING ASSEMBLY & WATERPROOF MEASURES *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY FINISH (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8" STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES 1X FURRING MTL. FLASHING CAULKING 6 .. 2 X 6 WINDOW HEAD N, 'AZEK" SYNTHETIC PRODUCT -OR- EQUAL ALTERNATE #1- WOOD PT. KDT 2 PTD. ,N X, ALTERNATE #2 -'ANDERSEN EXTREME TRIM' SYSTEM .................. COLOR: BM. ICE MIST #2123-70 z '2x BLOCKING � a U "—VULCUM CAULKING PRIOR TO A6.2o Scale: 'I" = V-0" - J PAINTED BRICK VENEER w COLOR: BM. SEA PEARL #OC 19 8 ....._ __ BRICK TIES @ 24" O.C. _..........._.... _. O (MAX. 2.67 SQ. FT. PER TIE) Ww SHEATHING ASSEMBLY & WATEIIIIZPROOF MEASURES 3/4" PLYWOOD SHEATHING WOOD JAMB � 3: *CEDAR SHINGLE-RESAWN & REBUTTED W/ 1/2" GWB FACTORY FINISH (OPITIONAL- HARDIESHINGLE - �FNOTE:ULCUM CAULK ALL STRAIGHT EDGE PANELS) *RAINSCREEN "HOME 2x8 STUD WALL W/ SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED - R-19 INSUL. (SEE SPECS.) MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8" J o STRUCTURAL ALL PRODUCTS TO APPLIED JAMB (SEE STRUCT. DWGS. ACCORDING TO MFG. GUIDELINES 7 - FOR ADD'L. INFO.) O U U)w DRYLIN MASTIC TAPE — __--- (ADHESIVE PRIMER INTERIOR WINDOW TRIM OVER SHEATHING PRIOR (SEE SHEET A8.20) ................ w z Qz CAULKING W/ BACKER ....... - -- J__.._. .._ __ ._ ---.._ ...... WINDOW JAMB DETAIL (c- SHAKES (TYPICAL Scale: 3" = V-0" O w J TRIM (BEYOND) D w w cn w SECONDARY 2x4 a = w U CHAMFERED SILL O= U2 U) BLOCKING (TO MATCH O w o PRIMARY) ( 3 � _z z 4 X 4 CHAMFERED SILL \- w LAMINATED SYNTHETIC w w LUMBER OR FINISH w - LUMBER W/ DRIP EDGE C DRYLIN MASTIC TAPE (ADHESIVE PRIMER G OVER SHEATHING PRIOR TO TAPE) HOUSEWRAP OVER SHEATHING (TAPE FROM FINISH TO HOUSE WRAP) ARCHITECTURAL CEDAR SHINGLE RESAWN & REBUTTED W/ FACTORY FINISH "ALTERNATE- "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS FOR COURSING PATTERN COLOR: BM. SILVER MARLIN # 2139-50 C SHEATHING ASSEMBLY & WATERPROOF MEASURES *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY FINISH (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM) OVER 5/8" STRUCTURAL ALL PRODUCTS +,T�+O11APPLIED r 1 �4I4D�J-V'V' `SjILILEL[� 1'I A6.20 Scale: 3" = V-0" These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTlI'Y ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 3/4" PLYWOOD SHEATHING 3/4" PLYWOOD SHEATHING 1/2" GWB 1/2" GWB 2x8 STUD WALL W/ 2x8 STUD WALL W/ R-19 INSUL. (SEE SPECS.) R-19 INSUL. (SEE SPECS.) HEADER (SEE STRUCT. DWGS. HEADER (SEE STRUCT. DWGS. FOR ADD'L. INFO.) FOR ADD'L. INFO.) WINDOW HEAD TRIM (SEE SHEET A8.20 FOR ADD'L. INFO.) WOOD JAMB EXTENSION TRIM (BEYOND) WINDOW UNIT (SEE SCHEDULE FOR TYP.) WINDOW HEAD TRIM (SEE SHEET A8.20 FOR ADD'L. INFO.) WOOD JAMB EXTENSION TRIM (BEYOND) ANDERSEN WINDOW APW 5868 A -SERIES (SEE SCHEDULE FOR TYP.) COMPATIBLE W/ ALL METERIALS USED. MATERIAL DIRECTLY APPLIED TO SHEATHING 5 ARCHITECTURAL CEDAR SHINGLE RESAWN & REBUTTED W/ FACTORY FINISH "ALTERNATE- "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS FOR COURSING PATTERN COLOR: BM. SILVER MARLIN # 2139-50 _._....... 7 SHEATHING ASSEMBLY & WATERPROOF MEASURES *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY FINISH (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8" STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES 1X FURRING MTL. FLASHING CAULKING 6 .. 2 X 6 WINDOW HEAD N, 'AZEK" SYNTHETIC PRODUCT -OR- EQUAL ALTERNATE #1- WOOD PT. KDT 2 PTD. ,N X, ALTERNATE #2 -'ANDERSEN EXTREME TRIM' SYSTEM .................. COLOR: BM. ICE MIST #2123-70 z '2x BLOCKING � a U "—VULCUM CAULKING PRIOR TO 12/13/13 J INSTALLATION OF WINDOW w Z a ....._ __ Ww O w Ww _ = TRIM WOOD JAMB � 3: z LL z z �FNOTE:ULCUM CAULK ALL WINDOW UNIT CORNERS, TYP. WINDOW STOOL (BELOW) _ d § w i I ICA L 9 STOREFRONT HEA[j Di L 0 SHAKES TYPICAL A6.20 Scale: 3" = V-0" 3/4" PLYWOOD SHEATHING 1/2" GWB 2x8 STUD WALL W/ R-19 INSUL. (SEE SPECS.) JAMB (SEE STRUCT. DWGS. FOR ADD'L. INFO.) INTERIOR WINDOW TRIM (SEE SHEET A8.20) WINDOW JAMB DETAIL @ BRICK VENEER (TYPICAL Scale: 3" = V-0" 12/13/13 z z D ROD _j ....._ __ WOOD JAMB O w STUD WALL Z N o w = TRIM WOOD JAMB EXTENSION z -' w BRICK MOULD' WINDOW UNIT EXTENSION WINDOW STOOL (BELOW) _ d N J o ------- BRICK SILL (BELOW).:.... - WINDOW STOOL (BELOW) WOOD SILL/STOOL O U U)w — __--- WINDOW UNIT INTERIOR WINDOW TRIM w CORNERS, TYP. (SEE SHEET A8.20) 1 WINDOW UNIT (SEE SCHEDULE FOR TYP.) o HOUSEWRAP OVER ... SHEATHING (TAPE FROM (SEE SCHEDULE FOR TYP.) OVER SHEATHING PRIOR TO TAPE) o 13f u SILL PLATE (SEE STRUCT. SILL PLATE (SEE STRUCT. ` DWGS. FOR ADD'L. INFO.) HOUSEWRAP OVER SHEATHING TAPE FROM DWGS. FOR ADD'L. INFO.) PA114TED BRICK VENEER FINISH TO HOUSE WRAP) 1/2" GWB COLOR: BM. SEA PEARL #OC 19 8 2x8 STUD WALL W/ BRICK TIES @ 24" O.C. zNOTE: VULCUM CAULK ALL (MAX. 2.67 SQ. FT. PER TIE) STRAIGHT CUT SEE ELEVATIONS FOR COURSING 3/4" PLYWOOD SHEATHING SHEATHING ASSEMBLY & WATERPROOF MEASURES w w FINS @ CORNERS, TYP. 7 SHEATHING ASSEMBLY & WATERPROOF MEASURES FINISH (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE NOTE: VULCUM CAULK ALL ED FINS @ CORNERS, TYP. OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY WINDOW JAMB DETAIL @ BRICK VENEER (TYPICAL Scale: 3" = V-0" VULCUM BETWEEN SILL & —STUD WALL } TRIM (BEYOND) WINDOW UNIT (SEE SCHEDULE FOR TYP.) WOOD SILL/STOOL INTERIOR WINDOW TRIM (SEE SHEET A8.20) SILL PLATE (SEE STRUCT. DWGS. FOR ADD'L. INFO.) 1/2" GWB 2x8 STUD WALL W/ R-19 INSUL. (SEE SPECS.) 3/4" PLYWOOD SHEATHING NOTE: VULCUM CAULK ALL FINS @ CORNERS, TYP. (PICAL) 3/4" PLYWOOD SHEATHING 1/2" GWB 2x8 STUD WALL W/ R-19 INSUL. (SEE SPECS.) JAMB (SEE STRUCT. DWGS. FOR ADD'L. INFO.) INTERIOR WINDOW TRIM (SEE SHEET A8.20) ANDERSEN WINDOW APW 5868 A -SERIES (SEE SCHEDULE FOR TYP:) WINDOW STOOL (BELOW) ARCHITECTURAL CEDAR SHINGLE RESAWN & REBUTTED W/ FACTORY FINISH "ALTERNATE- "HARDIESHINGLE STRAIGHT CUT SEE ELEVATIONS FOR COURSING PATTERN COLOR: BM. SILVER MARLIN # 2139-50 7� SHEATHING ASSEMBLY & WATERPROOF MEASURES *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY FINISH (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8" STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES —2x4 TRIM —SILL (BELOW) '2x BLOCKING AS REQ'D. 12/13/13 z z REVISION PLAN CHANGES 01/31/14 _j ....._ __ VULCUM BETWEEN SILL & w z J w BRICK VENEER (BEYOND) INSTALLATION OF WINDOW STUD WALL Z N o w = TRIM 05/05/14 = w BRICK MOULD (BEYOND) (BEYOND) TRIM (BEYOND) 00 g w 3: CAULKING ANDERSEN WINDOW WINDOW UNIT = O O _. HIM — APW 5868 A -SERIES (SEE SCHEDULE FOR TYP.) z z_ BRICK SILL - (SEE SCHEDULE FOR TYP.) 3 4 X 4 CHAMFERED SILL z_ WOOD SILL/STOOL w w DRYLIN MASTIC TAPE r cn (ADHESIVE PRIMER OVER -= SHEATHING PRIOR TO ,- -- INTERIOR WINDOW TRIM I APP� CORNERS, TYP. (SEE SHEET A8.20) w HOUSEWRAP OVER ... SHEATHING (TAPE FROM OVER SHEATHING PRIOR TO TAPE) FINISH TO HOUSE WRAP) _--- SILL PLATE (SEE STRUCT. SILL PLATE (SEE STRUCT. ` DWGS. FOR ADD'L. INFO.) HOUSEWRAP OVER SHEATHING TAPE FROM DWGS. FOR ADD'L. INFO.) PA114TED BRICK VENEER FINISH TO HOUSE WRAP) 1/2" GWB COLOR: BM. SEA PEARL #OC 19 8 2x8 STUD WALL W/ BRICK TIES @ 24" O.C. W/ FACTORY FINISH "ALTERNATE- "HARDIESHINGLE" R-19 INSUL. (SEE SPECS.) (MAX. 2.67 SQ. FT. PER TIE) STRAIGHT CUT SEE ELEVATIONS FOR COURSING 3/4" PLYWOOD SHEATHING SHEATHING ASSEMBLY & WATERPROOF MEASURES PATTERN COLOR: BM. SILVER MARLIN # 2139-50 3/4" PLYWOOD SHEATHING *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY ............ __ ..._.. 7 SHEATHING ASSEMBLY & WATERPROOF MEASURES FINISH (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE NOTE: VULCUM CAULK ALL PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN FINS @ CORNERS, TYP. OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN VULKEM ) OVER 5/8" STRUCTURAL ALL PRODUCTS TO OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY APPLIED ACCORDING TO MFG. GUIDELINES 7 SHAKES (TYPICAL) r4WINDOW SILL DETAIL @ BRICK VENEER APPLIED ACCORDING TO MFG. GUIDELINES A6.20 Scale: "I" = V-0" VULCUM BETWEEN SILL & —STUD WALL } TRIM (BEYOND) WINDOW UNIT (SEE SCHEDULE FOR TYP.) WOOD SILL/STOOL INTERIOR WINDOW TRIM (SEE SHEET A8.20) SILL PLATE (SEE STRUCT. DWGS. FOR ADD'L. INFO.) 1/2" GWB 2x8 STUD WALL W/ R-19 INSUL. (SEE SPECS.) 3/4" PLYWOOD SHEATHING NOTE: VULCUM CAULK ALL FINS @ CORNERS, TYP. (PICAL) 3/4" PLYWOOD SHEATHING 1/2" GWB 2x8 STUD WALL W/ R-19 INSUL. (SEE SPECS.) JAMB (SEE STRUCT. DWGS. FOR ADD'L. INFO.) INTERIOR WINDOW TRIM (SEE SHEET A8.20) ANDERSEN WINDOW APW 5868 A -SERIES (SEE SCHEDULE FOR TYP:) WINDOW STOOL (BELOW) ARCHITECTURAL CEDAR SHINGLE RESAWN & REBUTTED W/ FACTORY FINISH "ALTERNATE- "HARDIESHINGLE STRAIGHT CUT SEE ELEVATIONS FOR COURSING PATTERN COLOR: BM. SILVER MARLIN # 2139-50 7� SHEATHING ASSEMBLY & WATERPROOF MEASURES *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY FINISH (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8" STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES —2x4 TRIM —SILL (BELOW) '2x BLOCKING AS REQ'D. 12/13/13 J REVISION PLAN CHANGES 01/31/14 0- -VULCUM CAULKING PRIOR TO 03/25/14 w INSTALLATION OF WINDOW w j z_ TRIM 05/05/14 wZ (BEYOND) U, a ANDERSEN WINDOW wv O APW 5868 A -SERIES 2U _ (SEE SCHEDULE FOR TYP.) 3 4 X 4 CHAMFERED SILL z_ LL = O WOOD SILL/STOOL 0 z � NOTE. VULCUM CAULK ALL LO CORNERS, TYP. w $ STOREFRONT JAM D TAIL @ SHAKES TYPICAL A6.20Scale: 3" = V-0" REVISION #4 - REF CTED CEILING PLAN - 05.05.14 N O N N M co (0 O M O O O LL0°00 aio wo a) C14 \ulr ° p n M Cl) rn o +� 0�1 ti Q x r ` ' in LL �� 0 N a N L d =) M a� 75 04 =3 C14 C) Cl? _ o C) ° rn U U nO 70 (3) N U o � O N SULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 z REVISION PLAN CHANGES 01/31/14 J VULCUM BETWEEN SILL &a 03/25/14 ....._...... TRIM (BEYOND) J U STUD WALL 04/17/14 J TRIM 05/05/14 3 SECONDARY 2x4 N w z 0 U) w w (BEYOND) = CHAMFERED SILL w U a = ANDERSEN WINDOW BLOCKING O U (TO MATCH _ APW 5868 A -SERIES PRIMARY) I'- O O (SEE SCHEDULE FOR TYP.) 3 4 X 4 CHAMFERED SILL z_ LAMINATED SYNTHETIC WOOD SILL/STOOL w LUMBER OR FINISH w w LUMBER W/ DRIP EDGE CO LO INTERIOR WINDOW TRIM (SEE SHEET A8.20) OPE ... DRYLIN MASTIC TAPE (ADHESIVE PRIMER OVER SHEATHING PRIOR TO TAPE) _--- SILL PLATE (SEE STRUCT. ` HOUSEWRAP OVER SHEATHING TAPE FROM DWGS. FOR ADD'L. INFO.) FINISH TO HOUSE WRAP) 1/2" GWB 5 ARCHITECTURAL CEDAR SHINGLE RESAWN & REBUTTED W/ FACTORY FINISH "ALTERNATE- "HARDIESHINGLE" 2x8 STUD WALL W/ STRAIGHT CUT SEE ELEVATIONS FOR COURSING R-19 INSUL. (SEE SPECS.) PATTERN COLOR: BM. SILVER MARLIN # 2139-50 3/4" PLYWOOD SHEATHING 7 SHEATHING ASSEMBLY & WATERPROOF MEASURES *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY FINISH (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE NOTE: VULCUM CAULK ALL PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN CORNERS, TYP. OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM) OVER 5/8" STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES 7STOREFRONT S ILL' E AIL SHAKES TYPICAL A6.20 Scale: 3" = V-0" REVISION #4 - REF CTED CEILING PLAN - 05.05.14 N O N N M co (0 O M O O O LL0°00 aio wo a) C14 \ulr ° p n M Cl) rn o +� 0�1 ti Q x r ` ' in LL �� 0 N a N L d =) M a� 75 04 =3 C14 C) Cl? _ o C) ° rn U U nO 70 (3) N U o � O N SULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 REVISION PLAN CHANGES 01/31/14 REVISION LIFE SAFETY PLANS 03/25/14 3 REVISION MEETING COMMENTS 04/17/14 4 REVISION REFLECTED CEILING PLAN 05/05/14 ARCHITECT'S SEAL - CADD DWG. FILE NO SCALE AS SHOWN DRAWN BY SMz LCVHL VC.7l...R1Y' 1 IVIV PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB WINDOW DETAILS A6.20 LL] 0f D 0 w _ 0 Of 0 I _ 0 Y Z 0 0 0 0 0 N f— = Ilf c7 a 0 0 NOTE: FLUID APPLIED'ROLL-ON' MEMBRANE COMPATIBLE W/ ALL METERIALS USED. MATERIAL DIRECTLY APPLIED TO SHEATHING FRAMING - 5.5" OPEN CELL'SEALECTION 500 NOTE: FLUID APPLIED 'ROLL-ON' MEMBRANE i: � � "Iq I � �I I 11 I. � � I � � I ,It % 1: i I.J %, :1 NI �. �� , �t 1 � 1 " -% WOOD JAMB (SEE PRODUCT BULLETIN) R-21 (MIN.) IGNITION BARRIER TO BE a COMPATIBLE W/ ALL METERIALS USED. 3/4" PLYWOOD SHEATHING APPLIED OVER SPRAY FOAM. MFG: 'BLAZE LOK'-T.B. (SEE TECH ��j MATERIAL DIRECTLY APPLIED TO SHEATHING P�kl SILL &STUD WALL DATA SHEET, TYP.) -----\ i ARCHITECTURAL CEDAR SHINGLE RESAWN & REBUTTED O U _ CHAMFERED SILL BLOCKING Z DOR M 5/8" STRUCTURAL PLYWOOD (SEE STRUCTURAL DRAWINGS)2 1/2" GWB W/ FACTORY FINISH "ALTERNATE- "HARDIE HING LE" S FINISH (OPITIONAL- HARDIESHINGLE -STRAIGHT EDGE �rII� : EDAR SHINGLE -RESAWN & REBUTTED W/ 1�:1 3/4" PLYV,VOOD 11 11 STRAIGHT CUT SEE ELEVATIONS FOR COURSING '� __ � SEMCO STANDING S N ING SEAM METAL ROOF _... PATTERN COLOR: BM. SILVER MARLIN - ARL N # 2139 M 5 SHEATHING (COLOR: GALVA LUME PLUS) OVER GRACE WATER &ICE SHIELD. 1 --....55 SHEATHING ASSEMBLY & WATERPROOF MEASURES ' 3/4" PLYWOOD STRUCTURAL ALL PRODUCTS TO APPLIED 12 A LUMBER W/ DRIP EDGE 3 *CEDAR SHINGLE -RESAWN &REBUTTED W/ FACTORY SHEATHING \1 ii 3 �__ Z FINISH (OPITIONAL- HARDIESHINGLE -STRAIGHT EDGE 1/2" GWB APPLIED ACCORDING TO MFG. GUIDELINESa.-I-111-111 DRYLIN MASTIC TAPE (ADHESIVE PRIMER 2x4 TRIM PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN 1/2" GWB MTL FLASHING @DRIP EDGE ". SILL (BELOW) HEADER (SEE STRUCT. DWGS. OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY% HOUSEWRAP OVER SHEATHING (TAPE FROM ` I 2x8 STUD WALL W/ ° FINISH TO HOUSE WRAP) VULKEM) OVER 5/8" STRUCTURAL ALL PRODUCTS TO 2x8 STUD WALL W/ c , ADD'L. INFO.) APPLIED ACCORDING TO MFG. GUIDELINES 7 R-19 INSUL (SEE ° ° ° a SPECS.) SPECS. CROWN MOULD PROFILE (S&S CRAFTSMAN .` � 1X FURRING _. 11 - INC. 800 992 -WOOD) CATALOG #3453 3/4" X l ,11 �i�-. '11,�I Ix` �/"I'll'-' J�� ,� �\ HEADER SEE STRUCT. ( 3-1/2" OVER 1 X 6 FACIA AZEK -OR- EQUAL . STRUCT. DWGS. FOR o MTL FLASHING ��Z, 1�1 DWGS. FOR ADD'L. SYNTHETIC PRODUCT ALTERNATE - WOOD I � \ ADD'L. INFO.) tI � �� 2 � ' . . I • COLOR : BM ICE MIST #2123-70 3 � ;.� .. .1,.1 .1.. NOTE: FLUID APPLIED'ROLL-ON' MEMBRANE ARCHITECTURAL CEDAR SHINGLE RESAWN & COMPATIBLE W/ ALL METERIALS USED. REBUTTED W/ FACTORY FINISH "ALTERNATE- MATERIAL DIRECTLY APPLIED TO SHEATHING "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS FOR COURSING PATTERN COLOR: BM. SILVER MARLIN # 2139-50 5 SHEATHING ASSEMBLY & WATERPROOF MEASURES *CEDAR SHINGLE -RESAWN & REBUTTED W/ I I r\ Z `�� . FACTORY FINISH (OPITIONAL- HARDIESHINGLE - WOOD JAMB W/ FACTORY FINISH "ALTERNATE- "HARDIESHINGLE" a STRAIGHT CUT SEE ELEVATIONS FOR COURSING 3/4" PLYWOOD SHEATHING STRAIGHT EDGE PANELS) *RAINSCREEN "HOME ...1111 U ��j Z P�kl SILL &STUD WALL SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED i *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY O U _ CHAMFERED SILL BLOCKING Z DOR M t 1/2" GWB MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8"11 FINISH (OPITIONAL- HARDIESHINGLE -STRAIGHT EDGE �rII� : EDAR SHINGLE -RESAWN & REBUTTED W/ 1�:1 3/4" PLYV,VOOD 11 11 00 � STRUCTURAL ALL PRODUCTS TO APPLIED t 4 X 4 CHAMFERED SILL ORY FINISH (OPITIONAL- HARDIESHINGLE i;,- <LL SHEATHING _ LAMINATED SYNTHETIC SHEATHING 2x8 STUD WALL W/ ACCORDING TO MFG. GUIDELINES U S 7 STRUCTURAL ALL PRODUCTS TO APPLIED ,. A LUMBER W/ DRIP EDGE 3 ; VULKEM) OVER 5/8" STRUCTURAL ALL PRODUCTS TO11111- \1 ii I. Z R-19 INSUL. SEE SPECS. ( ) 1/2" GWB APPLIED ACCORDING TO MFG. GUIDELINESa.-I-111-111 DRYLIN MASTIC TAPE (ADHESIVE PRIMER 2x4 TRIM 0 OVER SHEATHING PRIOR TO TAPE) . ,. SILL PLATE (SEE SILL (BELOW) HEADER (SEE STRUCT. DWGS. 1X FURRING HOUSEWRAP OVER SHEATHING (TAPE FROM ` I 2x8 STUD WALL W/ ...._ FINISH TO HOUSE WRAP) > %FOR c 11 11 1..... 0101 ADD'L. INFO.) MTL. FLASHING 1,, '11 1 W/ FACTORY FINISH "ALTERNATE- "HARD IESHINGLE"2x8 a SPECS.) STRAIGHT CUT SEE ELEVATIONS FOR COURSING SILL (BELOW) .` � CAULKING _. 11 .. HEADER (SEE Z ,11 *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY .__-___ _. -1-1-11 ..... -1-. . STRUCT. DWGS. FOR o I"I" �� -, ,<,/F�"NI\,l ��, HEADER (SEE STRUCT. �C1- c0\1 ADD'L. INFO.) 6 I • 'll� .. .1,.1 .1.. 2 X 6 WINDOW HEAD MASTIC TAPE `............... - SILL DETAIL ... A6.21 Scale: 3" = V-0" "AZEK" SYNTHETIC PRODUCT -OR- EQUAL „• OD w tN _ ..... ` .. 2x BLOCKING AS REQ'D. ALTERNATE #1 - WOOD PT. KDT 2 PTD. '111% ' z NOTE: VULCUM CAULK ALL .................._\\\\ M a TRANSOM HEAD TRIM i l l ALTERNATE #2 -'ANDERSEN EXTREME TRIM'SYSTEM ------------ ':. Ie 0 (SEE SHEET A8.20 FOR -L. AL %COLOR: BM. ICE MIST #2123-70 �� W � c� ADD z 0 INSTALLATION OF SHUTTER DETAIL AZEK' SYNTHETIC PRODUCT -OR- EQUAL ... W TRANSOM HEAD TRIM ....__ Q MASTIC _TAPE1 ww � M LL Q _' cxo z Q 2x BLOCKING 1. XOONS ON 0_ .: . Z Z : I Z O U q Z Z Z J wHAND-PAINTED VULCUM OVER 0 N TRIM (BEYOND) W LU w TRANSOM FINS I Z � . . ��1 �I D O U N ❑w I i Z)0 1 r TRANSOM UNIT = cn O� mai _ VULCUM CAULKING PRIOR TO . CD � SEE SCHEDULE FOR TYP. ( ) p p❑ 93: INSTALLAT ION OF TRANSOM I 1111.._ :..-..... _ . _. ............ 0z of z w O EXTENSION .. 1. ___ �4 - ❑ d' o NOTE: VULCUM CAULK ALL TRIM (BEYOND) % I I-� � ` 4 11 -" --I- 1 -1 -II.I e .I I� ._r i ._I I I 1 .. _6 ..1�.1 . \ "-I� � I� I �".� .I .I � .I,�� .—.... - .....�� 1�� .I � _j: :� _ I/ .�t.,"I \_I� II � � I�.� .I� �. -- ........-......'.... ..! ..._.: ".I II_I.�II$ .�.1,1 INFO.) a `\. z NOTE: VULCUM CAULKALL CAULKING w FINS @CORNERS, TYP. 6 z> : 2 X 6 WINDOW HEAD "AZEK SYNTHETIC w 2 X 6 WINDOW HEAD ., ... PRODUCT -OR- EQUAL ALTERNATE - WOOD PT "AZEK" SYNTHETIC PRODUCT -OR- EQUAL ` - - '`' KDT 2 PTD (SEE DETAIL SHEET A X.00 FOR PBD 5/8' GY . ALTERNATE #1 - WOOD PT. KDT 2 PTD. ADDITIONAL INFORMATION). COLOR : BM. ICE ALTERNATE #2 -'ANDERSEN EXTREME TRIM 'SYSTEM ;> , MIST #2123-70 3 HEADER (SEE STRUCT. COLOR : BM. ICE MIST #2123-70 DWGS F ADD'L I Z SHEATHING ASSEMBLY &WATERPROOF NFO) Q MASTIC TAPE 7 J - MEASURES �t��Z ��.-.........OR O. a 2x BLOCKINGtZZZ1IZZZ *CEDAR SHINGLE -RESAWN & REBUTTED W/ 1/2" GWB I _wj D w FACTORY FINISH (OPITIONAL- HARDIESHINGLE TRIM BEYOND K0 VULCUM CAULKING PRIOR TO H -STRAIGHT EDGE PANELS) *RAINSCREEN ) t��. t;I '7_ZZI l,I �- ZiZZi I. , .I� .:...OME SLICKER" BY BENJAMIN OBDYKE FLUID INSTALLATION OF SHUTTER 3/4" PLYWOOD O U APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM SHEATHING c� ) OVER 5/8" STRUCTURAL ALL PRODUCTS TO = FAUX SHUTTER ASSEMBLY o _ __ __ APPLIED ACCORDING TO MFG. GUIDELINES .ZZZZZZZZZZZZZZ� -- IY Z_ NOTE: VULCUM CAULK ALL ANDERSEN "A" SERIES DOUBLE HUNG 6 w FINS @ CORNERS, TYP. WINDOW Uj 12 FAUX SHUTTER HEAD DETAIL @SHAKES (TYPICAL Scale: 3" = V-0" ARCHITECTURAL CEDAR SHINGLE RESAWN & REBUTTED WOOD JAMB W/ FACTORY FINISH "ALTERNATE- "HARDIESHINGLE" a STRAIGHT CUT SEE ELEVATIONS FOR COURSING EXTENSION PATTERN COLOR: BM. SILVER MARLIN # 2139-50 5`•11, ...1111 U SHEATHING ASSEMBLY & WATERPROOF MEASURES Z P�kl SILL &STUD WALL SECONDARY 2x4 FINS @ CORNERS, TYP. *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY O U _ CHAMFERED SILL BLOCKING Z DOR M t 0 3:o (TO MATCH PRIMARY) 3 Z FINISH (OPITIONAL- HARDIESHINGLE -STRAIGHT EDGE �rII� : EDAR SHINGLE -RESAWN & REBUTTED W/ 1�:1 3/4" PLYV,VOOD 11 11 00 3/4" PLYWOOD PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN 4 X 4 CHAMFERED SILL ORY FINISH (OPITIONAL- HARDIESHINGLE i;,- <LL SHEATHING _ LAMINATED SYNTHETIC SHEATHING OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY w LUMBER OR FINISH STRUCTURAL ALL PRODUCTS TO APPLIED ,. A LUMBER W/ DRIP EDGE 3 ; VULKEM) OVER 5/8" STRUCTURAL ALL PRODUCTS TO11111- \1 ii -11 Z SAO 1/2" GWB APPLIED ACCORDING TO MFG. GUIDELINESa.-I-111-111 DRYLIN MASTIC TAPE (ADHESIVE PRIMER 2x4 TRIM 0 OVER SHEATHING PRIOR TO TAPE) . ,. SILL PLATE (SEE SILL (BELOW) -I'llCO ..' STRUCT. DWGS. FOR HOUSEWRAP OVER SHEATHING (TAPE FROM ` I 2x8 STUD WALL W/ ...._ FINISH TO HOUSE WRAP) > . c 11 11 1..... 0101 R-19 INSUL. (SEE 2x4 TRIM 1,, '11 1 W/ FACTORY FINISH "ALTERNATE- "HARD IESHINGLE"2x8 a SPECS.) STRAIGHT CUT SEE ELEVATIONS FOR COURSING SILL (BELOW) .` � _- _. 11 .. HEADER (SEE Z ,11 *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY .__-___ _. -1-1-11 ..... -1-. . STRUCT. DWGS. FOR o I"I" �� -, ,<,/F�"NI\,l ��, HEADER (SEE STRUCT. �C1- c0\1 ADD'L. INFO.) *% I��t�� I • 'll� .. .1,.1 .1.. . MASTIC TAPE 10 FAUX SHUTTER SILL DETAIL ... A6.21 Scale: 3" = V-0" OD w — ch ,1:::111 1' .. -11-11 .. 2x BLOCKING AS REQ'D. z NOTE: VULCUM CAULK ALL M a w w FINS @ CORNERS, TYP. Ie 0 O W VULCUM CAULKING PRLORTO 2 X 6 WINDOW HEAD _...... .1.1 11_ W � c� z 0 INSTALLATION OF SHUTTER DETAIL AZEK' SYNTHETIC PRODUCT -OR- EQUAL ... W TRANSOM HEAD TRIM ....__ '' ,`� ' ww � M LL Q _' cxo .1111.' ALTERNATE #1 - WOOD PT. KDT 2 PTD. BLYi � Z-72 FAUX SHUTTER ASSEM1 1. ., ...... .... #2 -'ANDERSEN EXTREME TRIM SYSTEM ,.. -... �a.? .: . Z Z : I Z O U q Z Z !:I Q 0 N ...: x1 Z Z Z Z I Z � . . ��1 �I D a) . . .4 .4: I i Z)0 1 r QQ. . CD � Q �i a Q WOOD JAMB I 1111.._ :..-..... _ . _. ............ 0z cn CO J 2x BLOCKING O w iL J EXTENSION .. 1. ___ �4 ` c`� U C) d' o NOTE: VULCUM CAULK ALL TRIM (BEYOND) MATERIAL DIRECTLY TO CONC. w FINS @ CORNERS, TYP. 1 M °) w 15 DOOR THRESHOLD 4 S �v U 11 FAUX SHUTTER JAMB DETAIL @ SHAKES (TYPICAL Scale: 3" = V-0" FAUX SHUTTER HEAD DETAIL @ DORMER (TYPICAL) Scale: 3" = V-0" ANDERSEN "A" SERIES DOUBLE HUNG WINDOW 4 X 4 CHAMFERED SILL LAMINATED SYNTHETIC LUMBER OR FINISH LUMBER W/ DRIP EDGE MTL FLASHING 5/8" STRUCTURAL PLYWOOD (SEE STRUCTURAL DRAWINGS) SEMCO STANDING SEAM METAL ROOF (COLOR: GALVA LUME PLUS) OVER GRACE WATER & ICE SHIELD. These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design, Unauthorized use of these materials can result in substantial criminal and civil liability. RIM LL (SEE STRUCT. NGS. FOR ADD'L. FO.) 2" GWB WINDOW SILL DETAIL @ DORMER (TYPICAL Scale: 3" = V-0" TRIM (BEYOND) 2x AS NEEDED a Q TRIM (BEYOND)- 0 - D � NOTE: VULCUM CAULK ALL z o Op FINS @CORNERS, TYP. = w Z C5 LU M 0- N (DOp Q0 Z), o �� o �: z o w �: w w A w DO NOT MEASURE DRAWINGS win A AND ALL DISCREPANCIES FENOTE:LUID AP LL �d+�O , SEE GENERAL NOTES ALL METERIALS USED. HITECTURAL CEDAR SHINGLE RESAWN & IBLE W/UTTED W/ FACTORY FINISH "ALTERNATE- L DIRECTLY APPLIED TO SHEATHING "HARDIESHINGLE" STRAIGHT CUT SEE TIONS FOR COURSING PATTERN COLOR .- BM. SILVER MARLIN # 2139-50 5 I% 'l%l WOOD JAMB a a 11 EXTENSION W_ . z FAUX SHUTTER ASSEMBLY ...1111 U V11 BETWEEN Z P�kl SILL &STUD WALL SECONDARY 2x4 FINS @ CORNERS, TYP. MEASURES O U _ CHAMFERED SILL BLOCKING Z DOR M t 0 3:o (TO MATCH PRIMARY) 3 Z (SEE SHEET A8.20) �rII� : EDAR SHINGLE -RESAWN & REBUTTED W/ 1�:1 3/4" PLYV,VOOD 11 11 00 , (SEE SCHEDULE 4 X 4 CHAMFERED SILL ORY FINISH (OPITIONAL- HARDIESHINGLE i;,- <LL SHEATHING _ LAMINATED SYNTHETIC *) DOOR UNIT w LUMBER OR FINISH STRUCTURAL ALL PRODUCTS TO APPLIED ,. A LUMBER W/ DRIP EDGE 3 ; ACCORDING TO MFG. GUIDELINES&_ \�, :��I� \� � Z �, -11 Z SAO ..... FASSHOWN DRYLIN MASTIC TAPE (ADHESIVE PRIMER 2x4 TRIM 0 OVER SHEATHING PRIOR TO TAPE) --- -__-11___- ,. SILL PLATE (SEE SILL (BELOW) -I'llCO ..' STRUCT. DWGS. FOR HOUSEWRAP OVER SHEATHING (TAPE FROM ` I U .;` ` - .. ADD'L. INFO.) FINISH TO HOUSE WRAP) . _ 1-111 ............__ ... _ .............. 1/2" GWB ARCHITECTURAL CEDAR SHINGLE RESAWN & REBUTTED R-19 INSUL. (SEE W/ FACTORY FINISH "ALTERNATE- "HARD IESHINGLE"2x8 a STUD WALL W/ STRAIGHT CUT SEE ELEVATIONS FOR COURSING ��.I ,1; �1i kI ;, �11 I %� I� �� I I � �I 2 I R-19 INSUL. (SEE PATTERN COLOR: BM. SILVER MARLIN # 2139-50 5 WHAND-PAINTED VULCUM OVER SPECS.) SHEATHING ASSEMBLY & WATERPROOF MEASURES Z 3/4" PLYWOOD *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY .__-___ _. -1-1-11 ..... ,_ „_SHEATHING FINISH (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE o 0C PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN HEADER (SEE STRUCT. NOTE: VULCUM CAULK ALL OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULCUM CAULKING PRIOR TO I FINS @ CORNERS, TYP. VULKEM ) OVER 5/8" STRUCTURAL ALL PRODUCTS TO DWGS. FOR ADD'L. APPLIED ACCORDING TO MFG. GUIDELINES 7 W 10 FAUX SHUTTER SILL DETAIL 0 SHAKES TYPICAL A6.21 Scale: 3" = V-0" OD These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design, Unauthorized use of these materials can result in substantial criminal and civil liability. RIM LL (SEE STRUCT. NGS. FOR ADD'L. FO.) 2" GWB WINDOW SILL DETAIL @ DORMER (TYPICAL Scale: 3" = V-0" TRIM (BEYOND) 2x AS NEEDED a Q TRIM (BEYOND)- 0 - D � NOTE: VULCUM CAULK ALL z o Op FINS @CORNERS, TYP. = w Z C5 LU M 0- N (DOp Q0 Z), o �� o �: z o w �: w w A w DO NOT MEASURE DRAWINGS win A AND ALL DISCREPANCIES FENOTE:LUID AP LL �d+�O , SEE GENERAL NOTES ALL METERIALS USED. HITECTURAL CEDAR SHINGLE RESAWN & IBLE W/UTTED W/ FACTORY FINISH "ALTERNATE- L DIRECTLY APPLIED TO SHEATHING "HARDIESHINGLE" STRAIGHT CUT SEE TIONS FOR COURSING PATTERN COLOR .- BM. SILVER MARLIN # 2139-50 5 I% 'l%l WOOD JAMB a I�FIN REBUTTED W/ FACTORY FINISH "ALTERNATE- EXTENSION = �� - � 11 1111 I.... II � _ 1-I;��I1; SHEATHING ASSEMBLY & WATERPROOF I� -i 1, 1I.i ,I `. FOR COURSING PATTERN COLOR: BM. SILVER REVISION MEETING COMMENTS P�kl TRIM (BEYOND) ❑ FINS @ CORNERS, TYP. MEASURES Z DOR M t 7 -DOOR Z (SEE SHEET A8.20) �rII� : EDAR SHINGLE -RESAWN & REBUTTED W/ 1�:1 3/4" PLYV,VOOD 11 11 (BEOYOND) , (SEE SCHEDULE i ORY FINISH (OPITIONAL- HARDIESHINGLE i;,- <LL SHEATHING FOR TYP.) *) DOOR UNIT STRUCTURAL ALL PRODUCTS TO APPLIED - STRAIGHT EDGE PANELS) *RAINSCREEN I11 ) F�,1 WHITE FINISHED ALUMINUM ACCORDING TO MFG. GUIDELINES&_ \�, :��I� \� � Z �, Z I1I E SLICKER" BY BENJAMIN OBDYKE *FLUID 11: 1/2" GWB FASSHOWN . . . . . - _ �N 2x4 TRIM 0 i IED MEMBRANE (EXOAIRE 230 BY VULKEM I Z I'll SILL (BELOW) ,1 11 It 5/4 P.T. WOOD BUCK TO BE 0 U ER 5/8" STRUCTURAL ALL PRODUCTS TO "�� 2x8 STUD WALL W/ MASTIC TAPE _ 1-111 N N I"� \ \ PLIED ACCORDING TO MFG. GUIDELINES 7 R-19 INSUL. (SEE COPPER FABRICATED DOOR PAN. a o c') ��.I ,1; �1i kI ;, �11 I %� I� �� I I � �I 2 I SPECS.) w WHAND-PAINTED VULCUM OVER — a o Z I,�\�I I1Z� 1X FURRING I � �1- Iit WINDOW FINS Z o 0C �I MTL. FLASHING-ql HEADER (SEE STRUCT. Ili = = VULCUM CAULKING PRIOR TO w N 00 "- DWGS. FOR ADD'L. INSTALLATION OF DOOR W 0) C) rn ::x INFO.)c OD w — ch N N CAULKING Ij O�z z NOTE: VULCUM CAULK ALL M F w w FINS @ CORNERS, TYP. Ie 0 ='rn 2 X 6 WINDOW HEAD _...... .1.1 11_ W � c� .. DETAIL AZEK' SYNTHETIC PRODUCT -OR- EQUAL ... W TRANSOM HEAD TRIM ....__ '' ,`� ' � M LL Q _' cxo .1111.' ALTERNATE #1 - WOOD PT. KDT 2 PTD. _ ., ...... .... #2 -'ANDERSEN EXTREME TRIM SYSTEM ,.. -... �a.? SEE SHEET A ( S 8.20 FOR ADD'L. INFO.) .:::. �. _..- _. , 1-11-1 - L Q 0 N COLOR: BM. ICE MIST #2123-70 I Y_ 1:- COPk SLAB / WOOD CONDITION �, D a) U'S � Z N _> QQ. CD � Q �i a Q WOOD JAMB I o cn CO J 2x BLOCKING O w iL J EXTENSION �4 ` c`� U C) d' o Z HAND -PAINTED VULCUM OVER ii ZZ TRIM (BEYOND) MATERIAL DIRECTLY TO CONC. WITH ADA REQUIRMENTS n�n 1 M °) LU = N TRANSOM FINS O - 15 DOOR THRESHOLD 4 U a (B U w cn �_ TRANSOM UNIT �: L O = w VULCUM CAULKING PRIOR TO O U ( SEE SCHEDULE CL m INSTALLATION F TRANSOM O O S O FOR TYP. ) nz H .� M �z U_ O — N N U NOTE: VULCUM L M A LK ALL Z U CU CAULK w - w d N FIN S CORNERS, TYP. w @ w 0 Zw Wd U) N 0O Q 0� w TRIM (BEYOND) 2x AS NEEDED I I . I I I � � I I I I I I : � � Z I � � Z . Z I � � Z Z t t � � i Z Z I t I 2 Z I I � � Z Z I Z I I . Z I t � Z Z I t t . I Z : Z I I Z I I Z i ; 2 . I � I I Z 2 . Z I t � � I Z Z I Z � � � � I Z � � : : i � I Z I I � � : t t Z � Z � i � 2 Z Z L Z t z � � . i �) Z Q TRIM (BEYOND)—IZIZ WOOD JAMB a I�FIN REBUTTED W/ FACTORY FINISH "ALTERNATE- EXTENSION = NOTE: VULCUM CAULK ALL FOR COURSING PATTERN COLOR: BM. SILVER REVISION MEETING COMMENTS MARLIN # 2139-50 5 TRIM (BEYOND) ❑ FINS @ CORNERS, TYP. *CEDAR SHINGLE -RESAWN & REBUTTED W/ Z DOR M t 7 -DOOR Z (SEE SHEET A8.20) UNIT STRAIGHT EDGE PANELS) *RAINSCREEN "HOMEq 11 11 (BEOYOND) , (SEE SCHEDULE i DOOR THRESHOLD';,• FOR TYP.) DOOR UNIT STRUCTURAL ALL PRODUCTS TO APPLIED o I WHITE FINISHED ALUMINUM ACCORDING TO MFG. GUIDELINES&_ \�, :��I� \� � Z �, Z Z) \� [ E d FASSHOWN . . . . . - _ �N 2x4 TRIM 0 i .. .. .... ....... ... ..._ I'll SILL (BELOW) ,1 11 It 5/4 P.T. WOOD BUCK TO BE .. --- Z_ N cN, MASTIC TAPE _ 1-111 U INCLUDED IN M.O. w w Q 2x BLOCKING AS REQ'D. COPPER FABRICATED DOOR PAN. a a z � � � � 4 : ,� � � : � i� ; TRANSOM HEAD / SILL DETAIL TYPICAL 0 WINDOW / DOOR UNITS 20 TRANSOM HEAD DETAIL FOYER DOOR As.21 Scale: 3" = V-0" 12/13/13 ARCHITECTURAL CEDAR SHINGLE RESAWN & I�FIN REBUTTED W/ FACTORY FINISH "ALTERNATE- 2 0 "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS 03/25/14 FOR COURSING PATTERN COLOR: BM. SILVER REVISION MEETING COMMENTS MARLIN # 2139-50 5 11 SHEATHING ASSEMBLY & WATERPROOF MEASURES - -- - -- - -- - *CEDAR SHINGLE -RESAWN & REBUTTED W/ Z DOR M t FACTORY FINISH (OPITIONAL- HARDIESHINGLE - Z (SEE SHEET A8.20) STRAIGHT EDGE PANELS) *RAINSCREEN "HOMEq 11 11 (BEOYOND) , SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED i DOOR THRESHOLD';,• MEMBRANE (EXOAIRE 230 BY VULKEM) OVER 5/8" DOOR UNIT STRUCTURAL ALL PRODUCTS TO APPLIED J WHITE FINISHED ALUMINUM ACCORDING TO MFG. GUIDELINES&_ \�, :��I� \� � Z �, Z Z) \� [ E d FASSHOWN . . . . . - _ �N 2x4 TRIM - .;- i .. .. .... ....... ... ..._ I'll SILL (BELOW) ,1 11 It 5/4 P.T. WOOD BUCK TO BE .. --- N cN, MASTIC TAPE _ 1-111 U INCLUDED IN M.O. Q 2x BLOCKING AS REQ'D. COPPER FABRICATED DOOR PAN. a a O w WHAND-PAINTED VULCUM OVER Z � w WINDOW FINS Z ❑ N ❑ Ili = = VULCUM CAULKING PRIOR TO U) INSTALLATION OF DOOR W �Op OD w _f\_11-1 O�z z NOTE: VULCUM CAULK ALL VULCUM (2) BEADS @ CONC. w w FINS @ CORNERS, TYP. w � W � c� 6 1DOOR JAMB DETAIL Scale: 3" = V-0" /K� /A� NOTE: VULCUM CAULK ALL 3/4" PLYWOOD SHEATHING 1/2" GWB - 2x8 STUD WALL W/ 10 R-19 INSUL. (SEE SPECS.) JAMB (SEE STRUCT. DWGS. FOR ADD'L. INFO.) Q01 INTERIOR DOOR TRIM (SEE SHEET A8.20) WOOD JAMB EXTENSION Z DOOR THRESHOLD (BELOW) DOOR UNIT (SEE SCHEDULE FOR TYP.) As.21 Scale: 3" = V-0" ARCHITECTURAL CEDAR SHINGLE RESAWN S & RE UTTED W/ FACTORY FINISH "ALTERNATE - "H DIE INGLE" STRAIGHT CUT SEE ELEVATIONS FOROURSING PATTERN COLOR: BM. SILVER MARLIN # 2139-50 5 H HIN 1111.._ .. _ 1-1-11-. -1111_... ASSEMBLY &WATERPROOF MEASURES * EDAR SHINGLE -RESAWN & REBUTTED W/ ACT DRY FINISH (OPITIONAL- HARDIESHINGLE - 11, � � � I � � � � I I TW GHT EDGE PANELS) *RAINSCREEN "HOME ICK R" BY BENJAMIN OBDYKE *FLUID APPLIED MB NE (EXOAIRE 230 BY VULKEM) OVER 5/8" TRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES 7 ...1-1-1_1 �_� 2x4 TRIM SILL (BELOW) .. " �",11- _._. MASTIC TAPE z z Q Q 2x BLOCKING AS REQ'D. d O W W HAND -PAINTED VULCUM OVER Z J J WINDOW FINS-/' Z . - w Z W W N W M:= VULCUM CAULKING PRIOR TO T CO 2 U) INSTALLATION OF DOOR 03: g�: Z)o LL o Z \ � ❑ _ .I I _.._.._. Of Z zNOTE: VULCUM CAULK ALL 11 w w FINS @ CORNERS, TYP. w Lu U) U) I i V 19 DOOR JAMB DETAIL A6.21 Scale: 3" = V-0" Scale: = � REVISION #4 - REF CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 I�FIN S @CORNERS, TYP. II 2 0 REVISION LIFE SAFETY PLANS 03/25/14 3 REVISION MEETING COMMENTS 04/17/14 Q DOOR ASSEMBLY (SEE SPECS.) 05/05/14 _ ` JAMB (SEE STRUCT. DWG Z DOR M t INTERIOR DOOR TRIM (SEE SHEET A8.20) ( (BEOYOND) , d i DOOR THRESHOLD';,• (BELOW) DOOR UNIT W J WHITE FINISHED ALUMINUM CADD DWG. FILE NO. Z Z) W N FASSHOWN DRAWN BY NOTE: DETAIL PENDING REGARDING Z w ❑ cn o w 5/4 P.T. WOOD BUCK TO BE VINYL W/INTERNAL DRAINS OR p = U INCLUDED IN M.O. COPPER FABRICATED DOOR PAN. FLASHING U_ o12� SLOPED SILL W/ RETURN 'DOG w W EARS' W w VULCUM (2) BEADS @ CONC. FLOOR c� ....__ . 0 _ _ .:::. _ Q - Q D - -1111 SLOP 1:- COPk SLAB / WOOD CONDITION D D Q Q (SEE STRUCT. FOR ADD'L. INFO.) QQ. Q Q D D APPLY ASPHAULTIC ROLL-ON NOTE: ALL THRESHOLDS MATERIAL DIRECTLY TO CONC. WITH ADA REQUIRMENTS n�n 15 DOOR THRESHOLD DETAIL Scale: = � REVISION #4 - REF CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 REVISION PLAN CHANGES 01/31/14 2 0 REVISION LIFE SAFETY PLANS 03/25/14 3 REVISION MEETING COMMENTS 04/17/14 4 REVISION REFLECTED CEILING PLAN 05/05/14 _ ` JAMB (SEE STRUCT. DWG FOR ADD'L. INFO.) t INTERIOR DOOR TRIM (SEE SHEET A8.20) * 3/4" PLYWOOD SHEATHIN 1/2" GWB ) ARCHITECT'S SEAL . . �' 2x8 STUD WALL W/ 4 R-19 INSUL. (SEE SPECS.) _ ` JAMB (SEE STRUCT. DWG FOR ADD'L. INFO.) t INTERIOR DOOR TRIM (SEE SHEET A8.20) ( IWOOD JAMB , EXTENSION i DOOR THRESHOLD';,• (BELOW) DOOR UNIT (SEE SCHEDULE FOR 14--r, , TYP.) CADD DWG. FILE NO. SCALE FASSHOWN DRAWN BY SMZ LEGAL DESCRIPTION PROJECT PHASE z Q PERMIT SET Q a NOTE: VULCUM CAULK ALL DOOR TRIM d p w FINS @ CORNERS, TYP. (BEYOND) PROJECT NUMBER Z W W J Q —0 Z 1 2 ; I Z ALUMINUM 18-11- 0- UJ w = THRESHOLD OU �U DOOR ASSEMBLY (SEE SPECS.) ; BED OF 00 ZZ SEALANT Op WHITE FINISHED ALUMINUM FINISHED w w U)VULCUM BEADS @ FLOOR CONC. FLOOR D I. Q D D CONC. SLAB Q Q (SEE STVRL�CT. FOR � .I I .. D.. ADD'L.INF -7 Q D' D APPLY ASPHAULTIC ROLL-ONNOTE: ALL THRESHOLDS TO COMPLY MATERIAL DIRECTLY TO CONC. WITH ADA REQUIRMENTS CTED CEILING PLAN - 05-05-14 NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB WINDOW & DOOR DETAILS A6.21 ui D U w U tY a U Z) Y Z 0 U LL 0 w w U) w ry c� ry J J LU U w _ U Q U Z) Y Z 0 rr U 6 Q 0 0 0 N n a 0 U DOOR HEAD DETAIL @ WOOD SHAKES A6.2z Scale: 3" = V-0" ARCHITECTURAL CEDAR SHINGLE RESAWN & REBUTTED W/ FACTORY FINISH "ALTERNATE- "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS FOR COURSING PATTERN COLOR: BM. SILVER MARLIN # 2139-50 5 SHEATHING ASSEMBLY & WATERPROOF MEASURES- ------- - *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY FINISH (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8" STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES 7 2x4 TRIM SILL (BELOW) . 1 Z4, MASTIC TAPE Q J 2x BLOCKING AS REQ'D. a a O w w HAND -PAINTED VULCUM OVER Z DJ WINDOW FINS z❑ p N0 Fn a:w a_ z z VULCUM CAULKING PRIOR TO w 2 w INSTALLATION OF DOOR D 0 U_0 0 0 Ii 0 I O in Of Z Z NOTE: VULCUM CAULK ALL w w FINS @ CORNERS, TYP. w w 3/4" PLYWOOD SHEATHING 1/2" GWB 2x8 STUD WALL W/ R-19 INSUL. (SEE SPECS.) JAMB (SEE STRUCT. DWGS. FOR ADD'L. INFO.) INTERIOR DOOR TRIM (SEE SHEET A8.20) WOOD JAMB EXTENSION DOOR THRESHOLD (BELOW) DOOR UNIT (SEE SCHEDULE FOR TYP.) DOOR JAMB DETAIL @ WOOD SHAKES Scale: 3" = V-0" �X �� NOTE: VULCUM CAULK ALL NOTE: FLUID APPLIED'ROLL-ON'MEMBRANE JREVISION \ NOTE: VULCUM CAULK -ALL- ARCHITECTURAL CEDAR SHINGLE RESAWN & COMPATIBLE W/ ALL METERIALS USED. 1 03/25/14 REBUTTED W/ FACTORY FINISH "ALTERNATE- MATERIAL DIRECTLY APPLIED TO SHEATHING METERIALS USED. Q "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS MATERIAL DIRECTLY FOR COURSING PATTERN COLOR: BM. SILVER COLOR: BM. SEA PEARL #OC 19 8 MARLIN # 2139-50 5 i SHEATHING ASSEMBLY & WATERPROOF MEASURES a (MAX. 2.67 SQ. FT. PER TIE) SHEATHING ASSEMBLY & WATERPROOF MEASURES *CEDAR SHINGLE -RESAWN & REBUTTED W/ (BEYOND) Z w w FACTORY FINISH (OPITIONAL- HARDIESHINGLE - *CEDAR SHINGLE -RESAWN & REBUTTED W/ DOOR TRIM a 3/4" PLYWOOD STRAIGHT EDGE PANELS) *RAINSCREEN "HOME w N ❑ FACTORY FINISH (OPITIONAL- HARDIESHINGLE - SHEATHING SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED WHITE FINISHED NOSE: DETAIL PENDING REGARDING w ❑ MEMBRANE (EXOAIRE 230 BY VULKEM) OVER 5/8" 5/4 P.T. WOOD BUCK (TO BE ALUMINUM 1/2" GWB STRUCTURAL ALL PRODUCTS TO APPLIED p = U INCLUDED IN M.O. ACCORDING TO MFG. GUIDELINES 2 2 2 _ � 2x8 STUD WALL W/ 5/4 P.T. WOOD BUCK (TO vo Cl? STRUCTURAL ALL PRODUCTS TO APPLIED 0 o wa o R-19 INSUL. (SEE BE INCLUDED IN=M O �o ago COPPER FABRICATED DOOR PAN. w SPECS.) 1X FURRING ° MO ❑Q� 0 o w LU w MTL. FLASHING LU DOG EARS' N HEADER (SEE STRUCTDWGS. MTL. FLASHING w � METAL ANGLE W/ LAG BOLTS FOR ADD'L. (SEE STRUCT. DWGS.) CONC. FL OR INFO.) CAULKING SIN _. 0 DRYLIN MASTIC TAPE (ADHESIVE PRIMER OVER SIN .::-. _._ ... G, SLOPE 6 _ 6 SHEATHING PRIOR TO TAPE 2 X 6 WINDOW HEAD "- .. . CAULK W/ BACKER ROD (SEESTRUCT. FOR ADD'L. INFO.) "AZEK" SYNTHETIC PRODUCT -OR- EQUAL COPk' SLAB / WOOD CONDITION ° " p a ALTERNATE #1 -WOOD PT. KDT 2 PTD. QD (SEE STRUCT. FOR ADD'L. INFO.) 4 Q TRANSOM HEAD TRIM ALTERNATE #2 -'ANDERSEN EXTREME TRIM'SYSTEM '. � .;,, � �— .... .. (SEE SHEET A8.20 FOR %COLOR: BM. ICE MIST #2123-70 INSTALLATION OF DOOR ; �, ., 1 j' ADD'L. INFO.) CAULK ALL MATERIAL DIRECTLY TO CONC. MATERIAL DIRECTLY TO CONC. TYP. WITH ADA REQUIRMENTS Q MASTIC TAPE 24 DOOR THRESHOLD 21 DOOR THRESHOLD DETAIL WOOD SHAKES z 1 WOOD JAMB w Q 2x BLOCKING a EXTENSION z Z o J HAND -PAINTED VULCUM OVER j LU w w Z TRANSOM FINS - TRIM (BEYOND) a= O U w - w U VULCUM CAULKING PRIOR TO DOOR UNIT E c INSTALLATION OF DOOR `:, (SEE SCHEDULE FOR O ❑ � TYP.) Z I.I- O ZNOTE: VULCUM CAULK ALL Uj LU FINS @ CORNERS, TYP. LU w DOOR HEAD DETAIL @ WOOD SHAKES A6.2z Scale: 3" = V-0" ARCHITECTURAL CEDAR SHINGLE RESAWN & REBUTTED W/ FACTORY FINISH "ALTERNATE- "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS FOR COURSING PATTERN COLOR: BM. SILVER MARLIN # 2139-50 5 SHEATHING ASSEMBLY & WATERPROOF MEASURES- ------- - *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY FINISH (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8" STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES 7 2x4 TRIM SILL (BELOW) . 1 Z4, MASTIC TAPE Q J 2x BLOCKING AS REQ'D. a a O w w HAND -PAINTED VULCUM OVER Z DJ WINDOW FINS z❑ p N0 Fn a:w a_ z z VULCUM CAULKING PRIOR TO w 2 w INSTALLATION OF DOOR D 0 U_0 0 0 Ii 0 I O in Of Z Z NOTE: VULCUM CAULK ALL w w FINS @ CORNERS, TYP. w w 3/4" PLYWOOD SHEATHING 1/2" GWB 2x8 STUD WALL W/ R-19 INSUL. (SEE SPECS.) JAMB (SEE STRUCT. DWGS. FOR ADD'L. INFO.) INTERIOR DOOR TRIM (SEE SHEET A8.20) WOOD JAMB EXTENSION DOOR THRESHOLD (BELOW) DOOR UNIT (SEE SCHEDULE FOR TYP.) DOOR JAMB DETAIL @ WOOD SHAKES Scale: 3" = V-0" �X �� NOTE: VULCUM CAULK ALL These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design, Unauthorized use of These materials can result in substantial criminal and civil liability. 12/13/13 JREVISION \ NOTE: VULCUM CAULK -ALL- FINS @ CORNERS, TYP. �I NOTE: FLUID APPLIED'ROLL-ON'MEMBRANE 1 03/25/14 COMPATIBLE W/ ALL METERIALS USED. Q z QDOOR ASSEMBLY (SEE SPECS.) MATERIAL DIRECTLY APPLIED TO SHEATHING COLOR: BM. SEA PEARL #OC 19 8 DOOR TRIM i a a (MAX. 2.67 SQ. FT. PER TIE) SHEATHING ASSEMBLY & WATERPROOF MEASURES M (BEYOND) Z w w WHITE FINISHED ALUMINUM *CEDAR SHINGLE -RESAWN & REBUTTED W/ DOOR TRIM a C O Z z w N ❑ FACTORY FINISH (OPITIONAL- HARDIESHINGLE - WHITE FINISHED NOSE: DETAIL PENDING REGARDING w ❑ w 5/4 P.T. WOOD BUCK (TO BE ALUMINUM o N VINYL W/ INTERNAL DRAINS OR p = U INCLUDED IN M.O. .. D ch U), 00 COPPER FABRICATED DOOR PAN. MEMBRANE (EXOAIRE 230 BY VULKEM) OVER 5/8" U) � FLASHING 5/4 P.T. WOOD BUCK (TO vo Cl? STRUCTURAL ALL PRODUCTS TO APPLIED 0 o wa o SLOPED SILL W/ RETURN 'DOG BE INCLUDED IN=M O �o ago COPPER FABRICATED DOOR PAN. w EARS { ° MO ❑Q� 0 o w LU w MTL. FLASHING LU DOG EARS' N VULCUM (2) BEADS @ CONC. U-1 w w � METAL ANGLE W/ LAG BOLTS FLOOR (SEE STRUCT. DWGS.) CONC. FL OR SIN _. 0 DRYLIN MASTIC TAPE (ADHESIVE PRIMER OVER SIN .::-. _._ ... G, SLOPE 6 _ 6 SHEATHING PRIOR TO TAPE p. CAULK W/ BACKER ROD (SEESTRUCT. FOR ADD'L. INFO.) COPk' SLAB / WOOD CONDITION BRICK MOULD p a - QD (SEE STRUCT. FOR ADD'L. INFO.) 4 Q P D .... .. APPLY ASPHAULTIC ROLL-ON INSTALLATION OF DOOR APPLY ASPHAULTIC ROLL-ON 1 j' NOTE: ALL THRESHOLDS TO COMPLY CAULK ALL MATERIAL DIRECTLY TO CONC. MATERIAL DIRECTLY TO CONC. TYP. WITH ADA REQUIRMENTS 24 DOOR THRESHOLD 21 DOOR THRESHOLD DETAIL WOOD SHAKES A6.22 Scale: 3" = V-0" These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design, Unauthorized use of These materials can result in substantial criminal and civil liability. PAINTED BRICK VENEER COLOR: BM. SEA PEARL #OC 19 BRICK TIES @ 24" O.C. (MAX. 2.67 SQ. FT. PER TIE) SHEATHING ASSEMBLY & WATERPROOF MEASURES *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY FINISH (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8" STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES DRYLIN MASTIC TAPE (ADHESIVE PRIMER OVER SHEATHING PRIOR C `u 0 C 2 C C 0 3/4" PLYWOOD SHEATHING 1/2" GWB 2x8 STUD WALL W/ R-19 INSUL. (SEE SPECS.) HEADER (SEE STRUCT. DWGS. FOR ADD'L. INFO.) DOOR HEAD TRIM (SEE SHEET A8.20 FOR ADD'L. INFO.) WOOD JAMB EXTENSION TRIM (BEYOND) DOOR UNIT (SEE SCHEDULE FOR TYP.) DOOR HEAD DETAIL @BRICK VENEER Scale: 3" = V-0" FINS @CORNERS, TYP. II 3/4" PLYWOOD SHEATHING 1/2" GWB 2x8 STUD WALL W/ R-19 INSUL. (SEE SPECS.) JAMB (SEE STRUCT. DWGS. FOR ADD'L. INFO.) INTERIOR DOOR TRIM (SEE SHEET A8.20) WOOD JAMB EXTENSION DOOR THRESHOLD (BELOW) DOOR UNIT (SEE SCHEDULE FOR TYP.) TRIM (BEYOND) DOOR UNIT (SEE SCHEDULE FOR TYP.) DOOR HEADER (SEE STRU a , Z Q —TRIM (BEYOND) a a LU LU J LU wII = N U Cn CO 01:� w Of O 9 q ❑ ❑ LL o z Z w nl S DOOR HEAD DETAIL (INTERIOR Scale: 3" = V-0" DOOR UNIT (SEE SCHEDULE FOR TYP.) BRICK VENEER 28 DOOR JAMB DETAIL (INTERIOR) 12/13/13 JREVISION \ NOTE: VULCUM CAULK -ALL- 01/31/14 NOTE: FLUID APPLIED'ROLL-ON'MEMBRANE REVISION LIFE SAFETY PLANS 03/25/14 COMPATIBLE W/ ALL METERIALS USED. PAINTED BRICK VENEER FINS @ CORNERS TYP. MATERIAL DIRECTLY APPLIED TO SHEATHING COLOR: BM. SEA PEARL #OC 19 8 i BRICK TIES @ 24" O.C. M (MAX. 2.67 SQ. FT. PER TIE) SHEATHING ASSEMBLY & WATERPROOF MEASURES M Z _ Z Q (SEE SPECS.) *CEDAR SHINGLE -RESAWN & REBUTTED W/ DOOR TRIM a C O 0O C FACTORY FINISH (OPITIONAL- HARDIESHINGLE - WHITE FINISHED C) d7 f..l STRAIGHT EDGE PANELS) *RAINSCREEN "HOME Q M ALUMINUM o N CO LL SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED ILLI o .. D ch U), 00 d c ° MEMBRANE (EXOAIRE 230 BY VULKEM) OVER 5/8" H w w w 5/4 P.T. WOOD BUCK (TO vo Cl? STRUCTURAL ALL PRODUCTS TO APPLIED VINYL W/ INTERNAL DRAINS OR I i w OU U BE INCLUDED IN=M O �o ago COPPER FABRICATED DOOR PAN. ACCORDING TO MFG. GUIDELINES 7 C/) FLASHING ° MO ❑Q� 0 o w o SLOPED SILL W/ RETURN 11 MTL. FLASHING LU DOG EARS' N U N U-1 w w � METAL ANGLE W/ LAG BOLTS VULCUM (2) BEADS @ (SEE STRUCT. DWGS.) CONC. FL OR SIN _. D DRYLIN MASTIC TAPE (ADHESIVE PRIMER OVER r-......_ V _._ ... G, SLOPE 6 6 6 SHEATHING PRIOR TO TAPE p. CAULK W/ BACKER ROD (SEESTRUCT. FOR ADD'L. INFO.) ' BRICK MOULD 2x BLOCKING - HAND -PAINTED VULCUM OVER WINDOW FINS VULCUM CAULKING PRIOR TO .... .. APPLY ASPHAULTIC ROLL-ON INSTALLATION OF DOOR THRESHOLDS TO COMPLY 1 j' NOTE: VULCUM CAULK ALL MATERIAL DIRECTLY TO CONC. FINS @ CORNERS, TYP. PAINTED BRICK VENEER COLOR: BM. SEA PEARL #OC 19 BRICK TIES @ 24" O.C. (MAX. 2.67 SQ. FT. PER TIE) SHEATHING ASSEMBLY & WATERPROOF MEASURES *CEDAR SHINGLE -RESAWN & REBUTTED W/ FACTORY FINISH (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8" STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES DRYLIN MASTIC TAPE (ADHESIVE PRIMER OVER SHEATHING PRIOR C `u 0 C 2 C C 0 3/4" PLYWOOD SHEATHING 1/2" GWB 2x8 STUD WALL W/ R-19 INSUL. (SEE SPECS.) HEADER (SEE STRUCT. DWGS. FOR ADD'L. INFO.) DOOR HEAD TRIM (SEE SHEET A8.20 FOR ADD'L. INFO.) WOOD JAMB EXTENSION TRIM (BEYOND) DOOR UNIT (SEE SCHEDULE FOR TYP.) DOOR HEAD DETAIL @BRICK VENEER Scale: 3" = V-0" FINS @CORNERS, TYP. II 3/4" PLYWOOD SHEATHING 1/2" GWB 2x8 STUD WALL W/ R-19 INSUL. (SEE SPECS.) JAMB (SEE STRUCT. DWGS. FOR ADD'L. INFO.) INTERIOR DOOR TRIM (SEE SHEET A8.20) WOOD JAMB EXTENSION DOOR THRESHOLD (BELOW) DOOR UNIT (SEE SCHEDULE FOR TYP.) TRIM (BEYOND) DOOR UNIT (SEE SCHEDULE FOR TYP.) DOOR HEADER (SEE STRU a , Z Q —TRIM (BEYOND) a a LU LU J LU wII = N U Cn CO 01:� w Of O 9 q ❑ ❑ LL o z Z w nl S DOOR HEAD DETAIL (INTERIOR Scale: 3" = V-0" DOOR UNIT (SEE SCHEDULE FOR TYP.) BRICK VENEER 28 DOOR JAMB DETAIL (INTERIOR) Scale: 3" = V-0" DOOR TRIM (BEYOND) ALUMINUM THRESHOLD BED OF SEALANT FINISHED FLOOR — w N U) w w N w w DOOR ASSEMBLY U_ (SEE SPECS.) Z Z Q J J a a w w J ❑ ❑ w w = X: C) w O 0' ❑ o ❑ Z Z w w v p CONC. SLAB p kSEE STRUCT. ,FOR ADD'L. IYO.) p, 4 p a p ^ NOTE: ALL THRESHOLDS TO COMPLY WITH ADA REQUIRMENTS 27 DOOR THRESHOLD DETAIL (INTERIOR A6.22 / Scale: 3" = V-0" u DO NOT MEASURE DRAWINGS NOTlI'Y ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 'q% 12/13/13 JREVISION \ NOTE: VULCUM CAULK -ALL- 01/31/14 REVISION LIFE SAFETY PLANS 03/25/14 REVISION MEETING COMMENTS o � 0) FINS @ CORNERS TYP. 05/05/14 N N M C) N N i M DOOR ASSEMBLY 0 `0 000 M Z _ Z Q (SEE SPECS.) DOOR TRIM a C O 0O C (BEYOND) WHITE FINISHED C) d7 f..l Z J Q M ALUMINUM o N CO LL ILLI o .. D ch U), 00 d c ° NOTE: D TAIL PENDING REGARDING H w w w 5/4 P.T. WOOD BUCK (TO vo Cl? cn� VINYL W/ INTERNAL DRAINS OR I i w OU U BE INCLUDED IN=M O �o ago COPPER FABRICATED DOOR PAN. C/) C/) FLASHING ° MO ❑Q� 0 o w o SLOPED SILL W/ RETURN 11 LU DOG EARS' N U N U-1 w w � VULCUM (2) BEADS @ CONC. FL OR SIN _. D r-......_ V _._ ... G, SLOPE a CON�SLABWOOD CONDITION C p. (SEESTRUCT. FOR ADD'L. INFO.) APPLY ASPHAULTIC ROLL-ON NOTE: ALL THRESHOLDS TO COMPLY MATERIAL DIRECTLY TO CONC. WITH ADA IREQUIRMENTS 24 DOOR THRESHOLD DETAIL @ BRICK VENEER x,6.22 Scale: 3"=V-0" Scale: 3" = V-0" DOOR TRIM (BEYOND) ALUMINUM THRESHOLD BED OF SEALANT FINISHED FLOOR — w N U) w w N w w DOOR ASSEMBLY U_ (SEE SPECS.) Z Z Q J J a a w w J ❑ ❑ w w = X: C) w O 0' ❑ o ❑ Z Z w w v p CONC. SLAB p kSEE STRUCT. ,FOR ADD'L. IYO.) p, 4 p a p ^ NOTE: ALL THRESHOLDS TO COMPLY WITH ADA REQUIRMENTS 27 DOOR THRESHOLD DETAIL (INTERIOR A6.22 / Scale: 3" = V-0" u DO NOT MEASURE DRAWINGS NOTlI'Y ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 'q% I LTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 JREVISION \ PLAN CHANGES 01/31/14 REVISION LIFE SAFETY PLANS 03/25/14 REVISION MEETING COMMENTS o � 0) REVISION REFLECTED CEILING PLAN 05/05/14 N N M C) N N M 0 `0 000 M �0° aS o 000 w rn > Ch C C O 0O C M U C) d7 f..l M LL Q M r, o N CO LL .. D ch U), 00 d c ° H vo Cl? cn� I i U -o �o ago a ai aU ° MO 0-0 s M N U N � I LTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 JREVISION \ PLAN CHANGES 01/31/14 REVISION LIFE SAFETY PLANS 03/25/14 REVISION MEETING COMMENTS 04/17/14 4 REVISION REFLECTED CEILING PLAN 05/05/14 ARCHITECT'S SEAL t NQ CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY SMZ LCI.�HL LJC.7 L.KIF' I IVN PROJECT PHASE PERMIT SET PROJECT NUMBER F- 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB DOOR DETAILS REVISION #4 - REFdOCTED CEILING PLAN - 05.05.14 I A6.22