Loading...
870 Seminole Rd RES21-0030 1 DoorOWNER:ADDRESS:CITY:STATE:ZIP: BUKOWSKI CHRISTOPHER MICHAEL 870 SEMINOLE RD ATLANTIC BEACH FL 32233-5446 COMPANY:ADDRESS:CITY:STATE:ZIP: TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171968 0000 SELVA MARINA UNIT 03 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 870 SEMINOLE RD RESIDENTIAL WINDOWS/DOORS ONE DOOR $2000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $65.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: IN-PROGRESS INSPECTIONS ARE REQUIRED FOR EXTERIOR SIDING, WINDOW, AND DOOR INSPECTIONS, AND SHOULD BE SCHEDULED FOR THE FIRST DAY OF WORK. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 2/16/2021 PERMIT NUMBER RES21-0041 ISSUED: 2/16/2021 EXPIRES: 8/15/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $101.50 2 of 2Issued Date: 2/16/2021 PERMIT NUMBER RES21-0041 ISSUED: 2/16/2021 EXPIRES: 8/15/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 L____I ____JI DESCRIPTION ACCOUNT QTY PAID PermitTRAK $101.50 RES21-0041 Address: 870 SEMINOLE RD APN: 171968 0000 $101.50 BUILDING $65.00 BUILDING PERMIT 455-0000-322-1000 0 $65.00 BUILDING PLAN REVIEW $32.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50 STATE SURCHARGES $4.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R14886 $101.50 Printed: Tuesday, February 16, 2021 11:09 AM Date Paid: Tuesday, February 16, 2021 Paid By: BUKOWSKI CHRISTOPHER MICHAEL Pay Method: CREDIT CARD 424090717 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14886 ~+; CENTRALSQUARE 1 IMPORTANT PERMIT AND INSPECTION NOTES BUILDING. 1. The City Sea Turtle Protection Ordinance applies where land either has frontage on Beach Avenue, the Cloister Condominium, or is located eastward of Seminole Road from 20th Street northward to the City Limits. 2. No fill dirt can be delivered without prior approval from Public Works. Per COAB, 24-68. 3. The bottom of all foundation footings must be minimum 12 inches below existing grade, per COAB, 24-68 and FBC-B, Section 403.1.4. Site conditions may require footings to be deeper or higher above finished grade. Please review COAB Bulletin 1-16 to ensure minimum Finished Floor Elevation (FFE). 4. Fill dirt inside foundation walls must be compacted in 8-inch lifts, per FBC-R506.2.1. Please submit compaction tests, from a third-party testing agency, for every 16 inches of fill or fraction thereof. 5. At Final Inspection, a 6-inch clearance between exterior wall coverings and final grade (top of sod or mulch) will be required, per FBC-R318.7. Please plan FFE and lot grading accordingly. 6. Where questionable soils are found, during inspection, soil and compaction tests may be required, per FBC- R401. 7. Please provide a form-board or stem wall elevation form, from a licensed surveyor, for slab inspection. 8. Please review COAB Bulletin 2-18 to determine if a survey with setbacks and dimensions to property lines is required for slab inspection. 9. The placement and protection of steel reinforcement (Rebar) must comply with FBC-R606 (Masonry) and R608 (Concrete), including required Standard Hooks at top and bottom of vertical rebar. 10. Inspections: a. In-Progress Inspections are required for Exterior Siding and Window and Door Inspections and should be scheduled for the first day of work. b. A Scratch-Coat Inspection is required for stucco work. If you intend to apply a double-up, brown- coat, please call the Building Department to schedule a same-day Scratch-Coat Inspection. c. All roofing projects require an In-Progress Inspection, Residential and Commercial. d. The roof must be complete and the building dried in before scheduling rough trades inspections. 11. The joint tape for ZIP Board products is considered the dry-in or House Wrap for the building and must be inspected before covering over. All holes and penetrations in the sheathing and overdriven nails must be sealed. 12. Please post the building permit documents in a conspicuous location, before start of construction, including the Building Permit, Notice Of Commencement (NOC), and Construction Site Management Plan. The Police Department may review the management plan for compliance and parking. 13. Blocking any sidewalk or street is prohibited without prior approval from the Police Department and City Manager. 2 14. All work must match the approved plans. All changes to the approved plans must be re-submitted for plan review and approved before it can be inspected. Building inspectors are not authorized to approve changes to the approved plans in the field. (See Mechanical) 15. Where excavation is required for new construction, the provisions of FBC-B, Section 3307 will apply, including a 10-Day prior notice to adjoining property owners and protection of adjoining properties. Where the excavation exceeds 24 inches, temporary retaining walls must designed by the Engineer Of Record (EOR) and installed during or immediately after excavation. EXISTING BUILDINGS – REMODELS, RENOVATIONS, ADDITIONS, CHANGE OF OCCUPANCY. 1. Existing buildings are reviewed and permitted under the Florida Building Code-Existing Buildings (FBC- EB). The applicant must specify the method of compliance, per FBC-EB 301.1, and include that information on the plans, with the Design Criteria and Code Analysis. 2. The requirements for the method specified will be found in the corresponding FBC-EB Chapter. 3. When it is discovered during construction that the Compliance Method is not correct, or the project has expanded into another Compliance Method, revised plans will be required to update the Permit. No inspections will be conducted until the approved revisions are on site. 4. Any wall opened by removing interior or exterior wall coverings is considered a Work Area, and current provisions for Energy Conservation, including weatherproofing and insulation will apply. 5. Building inspectors are not authorized to approve changes to the approved plans in the field. ROOFING. a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. b. All roofing projects require an In-Progress Inspection. c. Sheathing installation and replacement guidelines per APA. d. Underlayment must conform to FBC-R Table 905.1.1 e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F ELECTRICAL. 1. Electrical work must comply with the provisions of the 2014 NEC. 2. Anti-Oxidant Compound is required on all exterior aluminum wiring connections, unless the Listing Approval Documents for the conductors and the termination points, at each end, specifically allow connection without the compound. (Three documents will be required) PLUMBING. 1. Water supply and drain pipes must be insulated outside of conditioned areas, per FBC-R, P2603.5. 2. Where the entire sanitary drainage system is replaced, the existing building drain and building sewer 3 must be internally examined to verify proper size and slope and that piping is not broken or obstructed, per FBC-R, P2502.1. 3. COAB requires an additional sewer cleanout near the sewer tap with a T-1 concrete box for protection. 4. Water service piping must be properly supported and covered by a minimum of 12 inches of soil, per FBC-R, P2604.3. MECHANICAL. 1. All equipment and duct work must match the approved plans and Energy Sheets. The Manual S is the approved duct plan, and the as-built duct work must match the approved plans, or a revised Manual S or equivalent must be submitted for review. An equivalent must include duct and trunk layout and sizes, available static pressure, actual air flow, and total effective length, signed by the Mechanical Contractor with State License Number. FUEL GAS. 1. Fuel gas systems from the regulator to the appliances must comply with the FBC-Gas. 2. LP gas storage systems and outside piping must comply with NFPA 58. 3. All underground gas piping and tubing must be buried with 12-inches of cover. 4. CSST gas piping must comply with the manufacturer’s installation instructions and terms of approval. 4 01/23/20, 02/13/20 RES21-0RES21-0041041 Building Permit Application Updnlt'd JO/'l/lti City of Atlantic Beach Building Department 800 Se mino l e Road, A t l antic Beach, FL 32233 Phone : (904 } 24 7-5826 Email : Building-Dept@ coa b .us .. AU INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED . Job Address : 810 SE1n1AJt,,e '-l>~ ArlANJ'C. )EIJal ~~!!> Perm1l Number: __________ _ Legal Description Lor A. 3Lo,k Z, 56&.V~M,tr/,JA Q#Jrr .$ REN l1Jf(,t,oooo Valu at ion of W ork (Replacement Cosl) $ d000 Hea t e d /Co o led SF ____ N on · He ated/Cool ed ____ _ • Clas,s of Work: □New □Add1t1on □Alteratton □Repair □Move □Demo □Pool Qi.W indow/Door • Use of existing/proposed structure(s): □Commercial ~Res idential • If an existing structure, 1s a f,re sprinkler system installed?: □Yes fgNo • WIii tree s be removed in association with ro osed must submit se a r a te T ee Removal Permit No Describe In detail the type of w ork to be performed: J.)G~ ~, J)IJ~I!.. ,._ Florida Product Approval #_:....:16=-~.;:;....c...1=5 -"-• ....;;.l..,.Oe...-____________ for mul ti ple products use product approval form Property Own er Inform atio n Name C,HN~n:,pHt,i Su~w;)fc,/ Address '8'10 ~€m11Jo1.o ~D Gty 8D,AAITIC.. 8£:AGH State F<-Z.i p 3:@33 Phone >(>/0 $'03 577$ E-Mail C>(~1:,1r/i>IIE~. tf1. 8t»<ouJ1U::/ @GamAJc.. G0"1 Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) __________________ _ Co ntra ct or Informatio n Name of Company _______________ Qualifying Agent ______________ _ Address City _______ State ___ Z.lp _____ _ Office Phone Job Site Contact Number ______________ _ State Certification/Registration# E-Mail ____________________ _ Architect Name & Phone# ________________________________ _ En gineer's Name & Phone# _______________________________ _ Workers Compensation lnsurer ______________ OR Exempt o Expiration Date ______ _ Application is hereby made to obtain a permit to do the work and installations as ind icated. I certify that no work or installat ion has commenced pnor to the issuance of a permit and that all work w ill be perform ed to meet the standards of all the laws regulating const ruct ion in this Jur 1sdict1on. I understan d that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE. In addition to the requirements of this permit, there may be add1t1onal restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits requlfed from other governmental en t1t1e s \uch as water management d1stncts, state agencies, or federal agenoes OWNER 'S AFFIDAVIT : I certify that all the foregoing information is accurate and that all work w ill be done in compllance w ith all applicable laws regulating construction and zoning. WARNING TO OWNER : YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. C,4,L, (~a~~er or Agen t ) (Signature of Contractor) d sworn to (or ffi ~~..lr-J-ZQ Signed and sworn to (or affirmed) before me this __ day of -----J __ __,by __________ _ (Sign ature of Notary) ,•·<'.:ii~~~-TON I GIN0LESP G ( ) Personally Known OR }•' • <: rAY COMMISSION II GG 3531 78 [ Per1onally Known OR [ ) Produced Identification ~:. .=;f EXPIRES : Octobet 6, 2023 I Produced Identification T f Id 1ft ti "'". ·; ;",o.~/ Bo••"" Thru No•~N Publlc Und erwrtto f Id t 'fi tJ ypeo ent ,ca on: __ ~~~~5 ••¥ii~.,.iiiiiiiiiii-~'iiiiiiiiiiiiiii.iilileo en 11ca on: ____________ _ RES21-0041 Owner Builder Affidavit City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us .. ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRfO. PERMIT#: ______ _ I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/ BUILDER TO ACKNOW LED GE 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 FA RM OUTBUILDING. YOU MAY At50 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 15 COMP LETE , THE LAW WILL PRESUME TH AT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATI ON 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 EMPLOYE D BY YOU HAVE LICENSES RE UIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LI ABL E FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED .. Ill. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS ANO SHOULD Al50 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 UN DER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORI DA STATUTE NO. 455-228(1). AN "OCC UPATIONAL LICENSE " IS NOT ADEQUATE . THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTA IN IF A PERSON IS A LI CENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT (904- 247-5826 OR BUILDING-DEPT@COAB.US) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEM ENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. Job Address: <g?'t) S@?IJ.Jot.€ @~I>, ATLA!V17<, 6GACH, ,:.L 3::2d33 Owner Name: C)tel!>-,P Pt1£e 8v11ows~I Phone Number: >/110 Goa <111.S Mailing Address: f70 58>?1~0,£ /tOAD City: ATlA>.>T'I~ 1'>e:A'=H State : __._E-='-'----Zip: 3al)33 ( J Personally Known OR [ ] Produced Identification Type of Identification: LJ L . -~( Qt: o:cJ 0 _.-j~•l;~~~--. TONI GINDLESPERGER , [.(~·\.\ MYCOMMISSION#GG353178 , ;:-;~~ -;;:, EXPIRES: October 6, 2023 ···f~'(9'·~·· Bonded Thrv Notary Plibllc Undetwrilers Upd1Jted 10/24/18 1 {l ~ I z .. i ~ [ ii ,. i p l a s t p r o 5 2 0 0 W . C E N T U R Y B L V D . L O S A N G E L E S , C A 9 0 0 4 5 Sm o o t h J Wo o d Gr a i n J Wh i t e Wo o d Gr a i n Ru s t i c J M a h o g a n y Se r i e s N Rb e r g l a s s Do o r IN S W I N G / OU T S W I N G '1M P A C T ' GE N E R A L NO T E S I . Th i s p r o d u c i ha s be e n ev o l u a t e d an d is in co m p l a n c e wi t h fh e Sf h Ed i o o n 1 20 1 4 ) Fl o r i d o & t i l Q Co d e [R I C ) sl n x : t u r a l re q u i " e m e n t s e x d . K f n g !h e 'l - i ; J h Ve b : i l y H u r i c o n e zo o e · fH V H Z l - 2 Pr o d u c t on c h o o sh a l l be as li s t e d an d sp a c e d as sh o w n on de i a l s . An c h o r em b e d m e n t to ba s e mo t e i i a l sh a l b e be y o n d we t ct e S l i ' l g a- sf u c c o . 3. Wh e n us e d in a e a s re q u m g wi n d bo r n e de b r i s pr o t e d i o r i !h i s pr o d u c t co m p ( e s wi t h Se c t i o n 16 0 9 .1 .. 2 ol lh e FB C an d do e s no t re q l . i ' e o n im p o c i re s i s t o n f CO Y e l Z l Q . n. s pr o d u c t me e t s rr i s s i e le v e l 't i " an d ir l J d e s Wo o zo n e 4 as d e m e c l in AS T M E 19 9 6 a n d Se c i i o n 1 60 9 .l .. 2 . . 2 o f th e FB C . lh e 9d e i t e mu s t be pr o l e c l e d \ ' w f f l l o n im p o c i re s i s l o n t cx : N e l Z l Q lh o i co n - p i e s wi l h Se c i i o n 1 &Y / . 1 2 o f 1h e fl i ! C . 4. Fo r 2 x st u d fr o m i r i g co n s t u c l i o n . o n c h a i n g o f th e s e ur i t s 5h a l b e lh e so m e 05 1 i l o t sh o w n fo r 2x bu c k ma s o r w y c: o n s f r u c f i o n . 5 . Si l e c on d i t i o n s th a t de v i o ! e fr o m !h e d e t o l s Ci th i s cm N i n g re q u i " e fu f h e r ~ mo l y g s by o ic e n s e d en g i n e e r o r re g s t e r e d ac t G e c t . TA B ! E O f C O N J B m SH E . E T I Df S O J l ' l ' I O H 1 Ty p i c a el e w o i i o n . de s j g r , in , s s u - e s . & g e a e r d n o t es 2 Do o r pa n e l de f o i s 3 Si d e i l e p o n e l d e t o l s 4 Ho c i r o n l d ao s s se c t i o n s 5 Ve i f i c : d ao s s se c n o n s 6 Ve i f i c : d a = se c t i o n s 7 Bu e l : on c 1 ro m e ai c h c c i n g - 2X bu d : mo s o o y ro n s l r u c f i o n 8 fr o m e an c h o r i n g - I X bo c l r . ma s o n y co n s t r u c f j o n 9 y o f mo t e m s . ~ d e ! ( z & CO O ' ¥ ) O l l e O l s SW I N G I N S W ! N G OU T S W I N G OV E R A L L SI D E U T E GL A S S DE S I GN PRESSURE (PSF) FR A M E D .LO . DI M E N S I O N DI M E N S T O N TY P E PO S I T I V E NEGAJTVE -~ D<TEc 02/16/12 iSDUc N.T.S. 52 . 7 5 " X 98 .0 0 " 7 .00 " X 79 .0 < f ' +42 .0 -48 .0 G I ,.._Bl': JJ( CH<. 3'f-lfS 5 2 .75 " X 96 .5' 1 ' 7 .0 0 ' X 79 .0< f ' +40 .0 -40 .0 ~NO.: fl -1 5213.21 5!££1 ~' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - . . . . . : ; ; ; = - - = = - . . 1 -1.. OF ~ ci :! . ... z < !:; ~ . z D 0 e z ~ .. 3 ,; " ;; .. g u C ~ [~ ~\\\ \ \ W a ~ ® \ f IN T E R I O R 44 fX T E R I O R / 1 \ HO R ! I O N r A L CR O S S SE C T I O N \ V r 1 .5 9 " 7 1 □~ ~ @ 80 T I O M RA ! l C e L u P V C vs - - -1 1 .2 " - - -- . @IA J C l l & lf f H GE Si l l E C eU a F - ' C - ~ ® IA l ' C ' H & H1 H GE S f i e i l , p p a l ® Sl l l E mt U O t C E M E H r □ 4 1 =02 /1 6 /1 2 S&o<£c N.T .S . oac , 11'1: J K CD VE R T I C A L CROSS SECJlON [ cs. B'l', lFS i ~ -~ ~ ~ fl-1 52 3 .21 0 ii S>£ET _g_ Df _9 " v ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - -='-==-~Q 1i :i : 0 w : , : m z < CL ~ a u i >< < ~ fn N .. ; ... i -, - - 5: 0 w : , : g r i >< < ~ 8 0 : " i EB 1 3. l S - M > : 1 . . SI D f l I T T i' AI S . W 1 0 1H 7J X T M A X . D. L O . W! D l l i ® Sl l l W l £ rA H B . IN T E R I O R EX T E R I O R ~ G) HO R J Z O HT A L CR O S S SE O I O N EX T E R I O R - 1 . s , - I O s @S I O E l / l f TO f ' & SO J ' I O A I tA ll Ce a . f a f ' V C G' . . A l # l G C O W ' O I J N D l " MI N . GL A S S TH K . l/ f ! ' T E M P E R I D GI A S S .- . ~ S P A C E l= = = = = : : : : 5 ~ -0 P l l O N A L OE C O R A T I V E IH S E R T AI R S P A C E I /8 " TE M P E R E D G\ A S S Gl A 1 l N G SP AC S t a x 1 -1/ 2 ' Pf H I I ' UI E OD U W E S T B l N RB l i : C T l O N S I f @ G! . A Z I H G Df T A l l WT E R I O R EXTERIOR G l I I 39 c.cr, 9 /5 /08 sou. N.T.S. DIC.lh': J K (D VE R T I C A L cross SEOION CH<. l!r l.FS -fl -1 5213 .2 1 ~ ~ 9 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L-......;==--==-..., _J_ S>£!T Of ....!L "' C! .! :! z ~ .J :, a z 0 u 0 2 ~ i i ,;_ " o " g 0 ! C : NO T E : I . S i d a f e p a ne l se c u r e d l o th e si d e i l e Im m e wi f h (6 ) o f i te m ~ b c o l e d 5" , 22 . 0 5 " , 39 . HY ' , 56 . . 1 5 " , 73 . T , & 90 . 2 5 " fr o m lo p o f e a c h fa m b a n d 12 1 o f rl e m =22 in th e he a d e n d ~ 3" !r o m eo c h en d 1 -1/ 4" MI N . - ; - - - EM 3 . (! Y P . ] " I EB I © ED HO R I Z O N T A L CR O S S SE C T I O N 4 ou t , - w ; n g sh a N n - ~ ci s o op p r o v e c l IN T E R I OR ~ ~ <I ED HO R I Z O N T A L CR O S S SE C T l O N 4 ~ - i n s v . i l g IN l E R I O R ~ ! r , ® ... ... © j ... l -l / 4 " M t t ~ - - - EM & (! Y P . I ( I \ HO R I Z O N T A L CR O S S SE C T I O N Q: 7 S h o , , n W/ l X su b - b u d : © I EX T E R I O. ~ ._____~1 -l/.n,IIN . EMB. {TY!'.) ( 3 \ HO R I Z O N T A L CR O S S SECTION Q . J ~ -m . w i g o ! . ~ z < ~ i z 0 1--.L..l....L.t....t:::!...,l o ,. "'"" 02 /1 6 /12 z ,.,.._,, tH.S. i, 9'&.at ~ JJ( 5 " .,. LFS 3: uliS:MiG lliD.:. :i ft-l 5 2J .J .2 t " -0 " ; E 2 L... . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ==--==-==-..:::::=-Sul" ...£ a, ~ Q . . EX T E R I O R IN T E Rl O R - - - - CD VE R 1 1 C A L CR O S S SE C T I O N 5 Ou t s v , i , g s h a w n - in s w i ' l g al ! i o ~ EX T E R J O R Q) VE R T 1 C A L cr o s s SE C T I O N Sh o w n w/ l X !U b - t i u d c EX T E R I O R V> 2: 0 ;::: ~ "' "' "' 0 a:: -0 ~ <) i i a: ;::: 0:: 0 ~ t l; >-I!:' ~ a :, ] i ~ a..-= 02/t6/l2 I =~ """·"'" Ji( ,; ! f .. ~ ~ z " 0 .S a i ( I \ VE R T J C A L CR O S S SE C T l O N f l \ VE R TI CA L CR O S S SE C U O N 1-::....,~. -""~· ~....,-. us _--1 ! ~ w o . , t s w ; , g a ) O f i g u t l l i o n w ~ o o n l i g a o Z l f l fl -15213 .21 .. 1 ►~---5 -~--9 -~~ v L-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .-1.....:.:....::::::::..:...==.....J O ~ -= SC 0 ~ i I V C E Q . ii a: " EX T E R I O R IN T E R I O R EX T E R I O R I NT E R I O R ED VE R 1 1 C A L CR O S S SE C T I O N 5h c M T > w / 1 X s u b - b u c i : f l \ \I E R 1 J C A 1 . C R O SS SE C T I O N \ ~.J O U ! s w i , g s h o w n - n s w i ' g o! s o OJ> P I O " O O NO T E EX T E R I O R IN T E R I O R .. .. ~ • - - - - - - ~ - ~ ~ - - ~ 2- 1 fZ ' M FR O M I 2- 1 / 2 " Mf N . FR O M - - MA S O N R Y ED G E - - -M A S O N R Y ED G E - [I Y P .) [T Y P . J ED VE R O C A L C RO S S SE C T I O N 6 O U t s w i , g ~ ! i o n I. Si d e l i t e p a n e l se c u r e d lo th e !i d e i l e ~ o m e wi t n (6 1 o f it e m f' 2 2 lo c o t e d 5" . 12 1 ) 5 " . 39 . 10 - . 56 . 1 5 " . 73 . I . & 90 . 2 5 " 'r a m to p o l ea c h ja n " b a n d 1 2 1 o f it e m ; 2 2 in th e h e a d a n d si l l : r tr a m e a c h e. n o IN T E R I O R EX T E R I O R .. " .. Q) VE R J I C A L C RO S S SE C T I O N 6 ~ co n . ' g J r o l i o o ~ ~ "' -z 0 ti ~ ~ "' 0 "' I"' e; ~ ti) .5 __, Q_ 1:5 ru g;i ffi ... , :> ~ L ""'=02/16/12 = •"·T.S. IM£.8" .JK Qt<."" LFS --R-1521.3 .21 l ~ L-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ....1:==--==.::.,;==-2... OF ..JL ~ .. 0 .. 0 u C I I 11 Il l Il l Il l Il l Il l Il l II MU i l . i O N SH O W N f O R _ ) ; 1 R1 H R E N C E II ON L Y II Il l Il l Il l Il l Il l "' J U a AH C l f O J! N G CO N C ' R E T E AN C H O I ? NO T E S : - r I. C. o n c r e t ec n c h o < l o c a l i o n s o t 1 h e co r r . . , . , m a y o e oq u s 1 e d t o m a i ' l l o n th e mn e d g e di s t a n c e to mo r t a r jo i n t t . 2. Co n c r e t e on c h o r l c x : o n o n , n o t e d a s "MA X . ON CE N T E R " nv s t b e od f u s t e d to ma i l t o i n th e mo , . e d g e di s l o n c : e to mo o a ;o w ; , od d i l i o n o f oo n c r e t e ar x : h o s s m a y b e re q l . ! T e d to en s u e Il l e "M A X . O N CE N I E R " dm e n s i c n a e no t ex c e e d e d , 3 . C o n a e t e an c h < Y la b f e : AN C H O R AN C H O R MI N . MJ N . CL E A R A N C E M JN . C LE : A / U \ H C E .S CI £ . EM B E D M E N T T O MA S O N R Y TO AD J . A C E N r TY P E ED G E AN C H O R IT W TA l ' C O N • 1/ 4 " 1 • l /4 " T ( " El C O UL T RA C C » . 9 l / 4 " 1- l / 4 " r 4" W O O D SC R E W JN S T A l l A l l O N NO T E S : 1 . Ma i o t a i n o mi n i r r M T I 5/ 1 ? e d g e cf s f o n c e , 1 • en a om a n c e . & 1· o. c . sp o a r i g o f wo o d . s a e w s to ~ e v e n t th e sp i f l i 1 g o f >- O D d . . L 0- TY P . 0 HI N G E .J A M B Fl . A M E AH O f O f 1 N G ~a , o r y y 2X bu d : : co n s l t u d i o n HI N G E D E T A l l Slm:f./AMI @W@ ~ LA T C H & DEADBCXT DETA/l ,. ~ ~ 5 0 i-o..:~,,~0 ~2 /-,-16 ~/.,..l -2 "-I ~ ~ ,-;_r.s . ~ t---------t :i """-"" JI< ., °"-ar , L "S ~ ---"' .. fL -1 5 2l3 .2l 0 SEfiT ___L (!i" i « L-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '-----'==--==----i O HI H G E DE T . u l LA ? C H & D. E A D B O O Df T AJ l CO N C R D E A N C H O R N O T E S : L I MA S ° " ' R Y OP O O I I G CD TY P . Hf A D & JA M B S TY P . 5 H JH G E J AM B 1. Co n c r e t e on c h o r l o c a f i o r u at /h e = m a y b e CK i j t l s i e d lo mo h t c . . - i th e mi n . FU . M E AN C H O ~ G -, - - , "' -- . I _ _ _ l 0 SI I I U J AMB e d g e m l c n c e to ma t e r jo i n J s . Ma ; o r w y l X bu d : : co n s t r u c i m 1 = 2 Co o c : r e l e cm d ' t o r lo c c l i o n s no t e d a s '" M A X . O N C8 ' f i l R " fl X J S t b e oq u s t e d t o ., ] ma i n t c m th e mi n . e d g e d. s f o n o e t o mc v f c r jo i n ls . . od c f D o f Y . l f c o n = , t e <Y > C h a : s z ~ m o y t > e , e q ui ' e d l o en s u r e th e 'M A X . ON C E N f f i t " d i m e m i o l l ar e no t e l t e e e d e d . ~ D 3. C o n a e t e a n c h o r f< J b / e : lt ~ ~ w ~C....C....l....l...-=4 0 i 1--~-~~~1 _ 1--.., __ _;_N _;_.T ..;..S ::c .c.._-1 5 E ~~--~-· __ J _K _~~ ~ == us ~ WO O D SC R E W IN S T A U A T I O N NO T E S : "' {_ r. w. o i n t a r i o rr i r w n u m 5/ F r e d g e d i s t a n c e . l " en d d i s t o n c e . & 1· 0 . c . sp o c i r i g o f 7-,7i 1 32 1 : w o o d sa e w s to pr e v e n t th e sp f f f l n g o f w o o d . u ~L. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ J C::....:::..::B ::::..~:..:...::9 =a...~; ti Si l l O f .MA J E R I A L S 11 c M DE S C R f P T I O N MA m l A L A IX SU C K SG >= O . S S WO O D 8 2X SU C K SG >= O. S S WO O D C 1/ , f " M A X . S H J M S P A C E - D l / 4 X 2- 3 / 4 ' PA , ac o Ol 1 nw CO N C R E T E SC R E W ST E B . E MA S O N R Y - 3 ,0 0 0 PS I I • CO N C R E J E CO N f O R M I N G T O AC 1 CO N C W E 30 1 OR HO L L O W BL O C K . C: 0 0 : - - 0 R M I N G TO /> . S T M C9 0 F 1/ 4 X 2- 3 / , f " Pf t l IT W CO N O I B t SC R E W SI E B . H 1/ 4 " x 3- 1 / ~ PF H 11 W CO N C R E T E SC R E W ST E B . I l /4 " X 2 - - 1 / 4 " P A - I I I W C ~ S C R E W ST E B . J 1/ . / , ' X 3- 3 / 4 ' PF H 11 W Ce t . ' C R E T E SC R E W ST E B . l #1 0 X 2 - l / T P R i W O O O S C R E W SI E R . M l 9 X 2- 1 1 4 " Pf H WO O D SC R E W ST E H . 5 II 10 X T Pf t l S C R E W ST E R 6 SE A I A N T Sl U C O N E 7 rO R C l : 5 W EA IH i : R Sl R I P P I N G BY EN O O R A FO A M & CO M P l l E S S i O N WE A 1H = R ST R i P QI . O N 65 0 BY SC H L E G E L FO A M 9 4" X ,f " BU T T HI N G E ST f f i 10 i 9 X I " PF H WO O O S0 1 E W ST E E i . l l t 9 X 3/ 4 " Pf f i WO O D SC R E W ST E R 1 7 KW I K S H (E ' t ' B ) EN T R Y - SI G N A M E SB c ! B ST E R 0 AD J U S l . A ! U IH . \ W I H G lH R ! S H O W 1 8 IC W l ) ( S f f DE A O B O U - Sl G N A l U R E St R I E S [7 8 0 1 ST E B . ~ 20 F1 4 G E R .l O t N I E D Pl N E FR A M E . HE A D & HI N G E JA M B S W { X ) ( ) t 22 41 8 X 'Z . ' P f t l S C R E W ST E E i . " 27 IA T C H ST R I K E Pl A l E ST I R ~ N !: ; 2B DE A D i ! O l T PL A T E ST f f i ~ 29 SI D E . I T E SP A C E R PV C N ~ 30 IN S W i , I G Vl N Y l . DO O R BO T T O M SW E E P BY EN D U R A VI N Y L ~ 3 1 OU T S W I N G Bl . W . P Th ' R E S H O l D AW M . / W O O D ~ 32 VI N Y L DO O R BO T T O M SW f f i ' ii 3 6 2 S BY HO l M . iN D . VI N Y L l 33 I N S ~ G AD J U S I A l ' , l £ TH R E S H O L D BY EN D U R A AL U M . [ W O< : D 1 34 IN S W I - I G AD J I J S I A B ! E AL U M I N U M lH R E S H O L D BY Dt P AW M . / W O O O c 35 SH O E MO U l D 51 1 5 " X 3/ 8 ' WO O D ~ 38 GL A l l N G SP A C E R AL U M . 39 UP LI T E OO L / W E S i l : R N RE R . E C T I O N S HP PO l Y P R O l ' Y l f N E El 40 DO O R PA N R . - S E E D O O R PA N B . D E J A II . S H f f i FO R CO N S T i U C l l O N - O O A J L S - ~ i '4 1 DO O R SK I N (M I N . 0. { ) 8 ( ; ll i 1 C X ) RB E R G l A S S 1.2 . TO i ' R M C W U LA R PV C ~ 43 LA T C H & HI N G E ST U EO G £ Cf i l U L A R P V C I 4 LA T C H AN D li N G E Sl l l £ S U P P O R T WO O D 45 BO T T O M I I A J L Cf i l U L A R PV C ? ~ PO ! . Y U R H H . o \ N E FO A M BY NA N YA l' O l ¥ U R E T H A N E I ~ S1 l l E RE I N F O R C E M O O ST E R .: a RE I N F O R C E M E N T RE J A I N ! N G SC R E W NY L O N z 49 Gl A Z i N G CO M P O U N D SI L I C O N E : < ~ 50 SI D B . l l E P A N R - S f f SO f f f i l PA N R . DE T A l l . S I - . E E J F O R C O t ' 5 J R U C 1 J O N DE T A I I S - l! : V 5 1 SI D B . I T E S1 I . E ED G E CE L W L A R P V C C K 52 SI D c ' l J T E S l l £ SU P P O R T wo o o ; 53 SI O O J T c TO P & BO T T O M RA l L CB . l l J l A R PV C ®SI D W I E SPACH r- - - - - 4 . S O I ~ ~ @ AD J V S r A ! U J H S W I N G Tl ' I R E S H O t D ;r,,c_..,. Ji< ~ o«."" !f5 'i ~N).: ~ ~~ ~ ~ I I 0 Ot n S W I H G BU M P TH J E S H ( ) ( D f 55 18 x 1- 1 / T l' f f f l. l f E FR A M E SC R E W ST f f i ~ ~ Ft -1 5213 .21 0 '- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -----------'-5"'rr --=9 =-"'-=9 ~;