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381 Sargo Rd (vault)
CITY OF ATLANTIC BEACH � 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 I SPECTION PHONE LINE 247-5826 Application Number . . . . . 09- 0000750 Date 6/04/09 Property Address . . . . . . 381 SARGO RD Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 100 -------------------- Application desc REPLACE FRONT DOOR --------------------------------------- ------------------------------------ Owner Contractor ------------------------ ------------------------ CRAWFORD, JESSE J. OWNER 381 SARGO ROAD ATLANTIC BEACH FL 32233 -------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee 17 . 50 Issue Date . . . . Valuation . . . . 100 Expiration Date . . 12/01/09 ----------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL D GE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED' *ALL STICKERS ARE TO REMAIN ON THEWINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO NSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 35 . 00 " 35 . 00 . 00 00 Plan Check Total 17 . 50 117 . 50 . 00 . 00 Grand Total 52 . 50 52 . 50 . 00 . 00 I PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF AT ANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. rs `r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 i y OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDI ER IT APPLICATION DUVAL COUNTY 1.JOB DRESS: 2.VALUATI OF WORK 3.SQ:FT.UNDER ROOF too 10 C SS Or WORK fi.USE OF STRUCTURE: A.LEGAL DESCRIPTION: ❑N BUILDING ❑DEMOLITION ❑RESIDENTIAL LOT_BLOCK_SUB DIVISION y ❑ DITION ❑CONVERTING USE ❑COMMERCIAL TERA1T10N [I ACCESSORY BLDG. 8.FIRE SPRINKLER: 7.DESCRIPTION OF WORK L REPAIR ❑POOL/SPA ❑YES ❑N/A ` Taw Q ❑MOVE ❑OTHER ❑NO PROPERTY OWNER: NTRACTOR: ; ' ARCHITECT I No 9.NAME: NAME: 23.COMPANY NAME: IdfieCi/J // �aL'l/9 i y ) 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: L/. d 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 3 O 6 fit-K6 b © 18.ADDRESS: 26.ADDRESS: )V--flatj - - Bch• 13a,t33 11.O F CE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO: 27.OFFICE PHONE: 28.FAX NO.: i 6 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.ENTAIL ADDRESS: i FEE SI IPLE TITLE HOLDER:- BONDLNG COAM1P MORTGAGE LENDER: OF 01MRTww OWNEit) 31.NAME: 33.NAME: 35.NAME: 1 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installa ons 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 wit in six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenc ad. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-1 certify that all the foregoing information is accurate 8nd that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMM CEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSED 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. OWNER or AGENT CONTRACTOR (n Agent,Power of Attorrtey or Agency Letter Required) (Qualifier only) Signed:7YI Af 4,U-t6-!k'A'WA. Date: v 0 Signed: Date: Before me this day of ,2009 in the county of Before rhe this day of 2009 in the county of Duval,State of Florida,has personally appeared Duval,Sate of Florida,has personally appeared t I herin by himself/herself and affirms that all statements and declarations are hedn by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of County of Notary Rublic at Large,State of County of ❑Personally Known ❑Pers nally Known ❑Produced Identification- ❑Prodi ioed Identification- Notary Signature: Notary ig D FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL BLDG01 Permit Application Bldg:REViS L"FO �L E COPY REQUIREMENTS AND CONDI'T'IONS. REVIEWED BY. �J. CITY OF ATLANTI BEACH OWNER / BUILDER AFFIDAVIT I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKN WLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),1 LORIDA 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 DCS 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 g0UNTY 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 B COME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 EQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS C NOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN"OCCUPATIONAL LICENSE" IS NOT ADErill 1ATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENOR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LIC NSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE TH T I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. ADDRESS PHONE NUMBER 2 PRINT NAME of SIGNATURE �y DATE Before me this day of 2f �in the countyo[ Duval,State of Florida,has personally appeared herin by himself/herself an daffi s that all statements and declarations are true and accurate. -L Notary Public at Large,State of ,County of ❑2roduc own Identifi tion-N F BLDG/Owner-Builder Affadavit;REVISED: 4/16/2009 81.25 OVERALL MGKr :- fA A a TA • m v v � T x g z c mAmz E=]MA oyy jaQ /y Z Z c Rtt- �i } � _�: �n gto Im 13 Z. z n z Q v 523 O= o otA 0 ; V o- F1' 0 0 � w � N ` ftAOuTOO JEI.j)ml INC. ' sroEDWR 31725 HMMAY 97 MORTH 3 9 m N ' CHBAOUIN.OR.97824 4 0 f T NERAL NOTES& PH.541:783.2057' By ICAL ELEVAMNS 10 r P4 | °- \ z %K . , . '■ o � » lm ° j\@ ~ %� ■ @� § �A � E A2 . § / § /R k� §� � � . �E e . e K2 . - |fig; . ,� ■ � o ` \ U /\ . ■f . . � $A Eli,E ] | \ � �` | ■ JLD-WEN_ |!!! rar� � smK '. mk AMmFALL4 Olt FM � ■ & § ■ ,_a P 541.88L3451o � @ )% L %A � $ / . - ( § ( °N . 7 \ Lt- ®■ : . j A CA « - t P7 ■� k� p- . . . f L PROD= EI» :§ . LD-WW E INC srMLAWS'=aw ' &■� ` A _ nW7�OR & � � �� Ed f 9 MIAMF MUM-DADECOUN Y,FLORIDA MMO-DARE FLAGLFR BUILDING 140 WEST FLAGLER STREET,SUITE 1603 BUILDING CODE COMPLIANCE OFFICE(BCCO) MIAMI,FLORIDA 33130-1563 PRODUCT CONTROL DIVISION (305)375-2901 FAX(305)372-6339 NOTICE OF ACCEPTANCE(NOA) www.miamidade gov/Wildinecode Jeld-Wen,Inc.(OR) 3737 Lakeport Boulevard Klamath Falls,OR 97601 SCOPE: This NOA is being issued under the applicable rales and regulations governing the use of construction materials.The documentation submitted has been review ` by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction This NOA shall not be valid after the expiration date stab d below.The Miami-Dade County Product Control Division(In Miami Dade County)and/or the AHI(in are is other than Miami Dade County)reserve the right to have this product or material tested for quality assm ance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will 'icur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such I Toduct or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is de ermined by Miami Dade County Product Control Division that this product or material fails to meet the reqi firements;of the applicable building code. This product is approved as described herein,and has bee i designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series 618"WE Inswing Opaque S Door w/o Sidelites—LALL-w/Sidelites—N.I. APPROVAL DOCUMENT:Drawing No.S-2166,lift "Inswing Opaque Wood Edge Steel Impact Door up to lOT'x 6'-8"W/WONon-Impact Sidelites",sheets through 8 of 8,dated 11/15/2001 with revision# C dated 06/28/2007,prepared by PTC,LLC,dated 08/09 ,signed and sealed by Eric S.Nielsen,PX., bearing the Miami-Dade County Product Control Renew stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Con 1 Division. MmELE IMPACT RATING:Large and Small mim ne impact Resistant Ln1aTATION:Sidelites Are Requiring Miami—Dade±County Approved Impact Resistant Shatters.. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement. -Miami-Dade County Product Control Approved-,unless otherwise noted herein. REVISION of this NOA shall be considered after a rene` al application has been filed and there has been no change in the applicable building code negatively aff the performance of this product. TERMINATION of this NOA will occur after the exp' on date or if there has been a revision or change in the materials,use,and/or manufacture of the product process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for 'nation and removal of NOA. ADVERTISEMENT:The NOA number preceded by words Miami Dade County,Florida,and followed by the expiration date may be displayed in advertising li ture. If any portion of the NOA is displayed,then it shall be done in its entirety. 4 INSPECTION:A copy of this entire NOA shall be prov ded to the user by the manufacturer or its distributors and shall be available for inspection at the jot site at the request of the Building Official. This NOA renews NOA#02-1211.19 and consists of page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel erez,P.E. NOA No.07-0820.07 Expiration Date: August 22,2012 Approval Date: January 03,2008 Page 1 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) sf 800 Seminole Road _ Atlantic Beach, Florida 32233-5445 i v Phone(904)247-5826 • Fax(904)247-5845 /e E-mail: building-dept@coab.us Date routed: �[ �i City web-site: http://www.coab.us t APPLICATION REVIEW AND TRACKING FORM i Property Address- review required Yes No Building Applicant: Q ng&Zoning Tree Administrator Project: Public Works Public Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Pem ilt Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLIG.ATION STAT S Reviewing Department First Review: Approved. jj ❑Denied. (Circle one.) Comments: BUIL ING PLANNING &ZONING Reviewed by. m Date:ate' TREE ADMIN. Second Review: QApproved as revised.± ❑D ied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised ❑Denied. Comments: Re%iewed by: Date: Revised 05114109 r 5 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 > w J f l INSPECTION EMAIL REQUEST: Bui lding.dent-coab.us Application Number . . . . . 07-.0001417 Date 10/10/07 Property Address . . . . . . 381NARGO RD Application type description ROO PERMIT Property Zoning . . . . . . . TO PE UPDATED Application valuation . . . . 2850 Application desc reroof --------------------------------------- ---------------------------- Owner Contractor ------------------------ ------------------------ CRAWFORD, JESSE J. OWNER 381 SARGO ROAD ATLANTIC BEACH FL 32233 --------------------------------------- ------------------------------------ Permit . . . . . . ROOF PERMIT Additional desc . . r Permit Fee . . . . 44 .25 Plan Check Fee . 00 Issue Date . . . . [ Valuation . . . . 2850 Expiration Date . . 4/07/08 ! ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 44 .25 44 .25 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 44 .25 44 .25 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. L ' CIT'f OF ATLANTIC BEACH r+ 800 SEMINOLE ROAD,ATLANTIC REACH,FL 32233 0 _ •7I I T) OFFICE:(904)247-5826•FAX NO-;:(904)247-5845 y BUILDING-DEPT(d COAG.US BUILDING PERMIT APPLICATION DUVAL COUNTY 3(?l RL Atlantic Beach, FL 32233lk n n©�QL p� ��� ❑NE BUILDING ❑DEMOLITION RESIDENTIAL LOT BLOCK_SUB DIVISION /� / ( )-A ❑ADD ION ❑CONVERTING USE ❑COMMERCIAL MY01" ❑A T RATION ❑ACCESSORY BLDG./j�OREP IR ❑POOL/SPA ❑YES ❑N/A 7 a ❑MO 13 OTHER ❑NO 9./NAME: 15.COMPANY NAME: 23.COMPANY NAME: 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 3c?1 RL)- 18.ADDRESS: 26.ADDRESS: f9 T I-A 14 -c L Q&�ie-l'f 11.OFFICE PHONE: 777 19.OFFICE PHONE: 20.FAX 0.: 27.OFFICE PHONE: 28,FAX NO.: 13.CELL PHONE: » (�O Q D� I 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: ! l 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: „« + : w a r ap r 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and instal ations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perform to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced v ithin six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is comme ced. I understand that separate permits must be secured for Electrical Work,Plumbing,Wells,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurati and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenc4d building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the buildi g official,as required by law. 222 WARNING TO NER: 222 YOUR FAILURE TO RECORD A NOTICE OF COMM NCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR P OPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND PO TED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN F NANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDIN( YOUR NOTICE OF COMMENCEMENT. NEW ✓t a n)N"�L✓ Signed:/l 0--A LU,)/ Date: ID hO d Signe Date: Before me this—&l day of 1) LT 2007 in the county of Before me this day of 2007 in the county of Duval,State of Florida,has perso ally appeared Duval, tate of Florida,has personally appeared fir/./alrf d .raw trof-A herin by himself/herself and affirms that all statements and declarations are herin t V himself/herself and affirms that all statements and declarations are true and accurate. // true ar d accurate. Notary Public at Large,State of _,County of t r Notary Public at Large,State of ,County of ❑Personally Known /t I ❑Per ovally Known roduced Identification- (- 7 (Q EJ Pro Juced Identification- Notary Signature: Notary Signature: ;;p' i• Nagy PubNc-SIAM a Fbft . r Commission Expirm Feb 14,2010 Commission#DD 518633 Bonded By National Notary Assn. COAB FORM 81DG01:R t. x Installation Instructions Three Tab Shingles Standard & Metric Size Shingles Owens Corning Ulree-t.lh shingles are designed for new of reroofing work over pl openly hail I,and supported wood roof dec kS having la Deck Preparation a.degnate trail holding capacity and a sluootll sill-face. Fo Standard Slope Decks—4"in 12"or more UL Class A Fire Resistance & App]kation of underlayinent,metal drip edges and eaves flashing: Wind Resistance Ratings (A) Apply one layer of iindellaylllent over metal drip edge at eaves. Use only enough fasteners to hold in place. ��{U.11,lpphed lig ac'('old�l.l'ice 4V1t11 I,heSP]nsti'L1ct10IlS t}U SC Shingles (B)iOverlap successive courses 2" Overlap colil'se ends 4" Side laps carrythe iInde'writrlti Laholatodes Class A fire resistance rating' are.t0 he staggered lig apart. the i,op rating for residential shingles.Tlwy will resist exposure to (C)Apply metol chip edge over underlayauenL at,rake. fire in accordance with iT Shuulard MO. When applied properly, No.e:Whtere ice-clatruriing may cause leaks,apply(livens I;oi Hing these shingles also meet I wind resistance Standard 997.A111,hree- We thetLocl('underlajinent in•ectuivalent eaves flashing at least tab shingles have a fact.oI'y-applied strip of special thermoplastic be)and the inside wall line.When using a coated sinool'h 191[](ir intneral adhesive oil each shingle.After direct exposure to the stin's heat, sin raced roll roofing,apply ewer the tmderlayinent.When itsing a special- t;.v Eaves flashing product,follow the manufacturer's uistructious. each course horxls securely to the cout•se below(a matter of days in spring through fall seasons;in winter it varies depen(iing oil geographical location,roof slope and orientation of the house on the sit(-!,in relation to the sun). Other Roofing Materials You May Need E{ (C) Deck (6) t Rake Metal Drip Edges—are recons nended along rake and eaves edges iE! Eave of all decks. (A) Underlayment—is recommended for roofing over any hare deck, and is regai red fora I IL Class A fire rating in most cases. Use only °hreather type"material such as Asphalt Saturxtecl Felt or Shingle 7 Deck Preparation Ifidellayinent classified by ULas a Prepared Roofing Accessory to Fo Low Slope Decks—2"in 12"to less than 4"in 12" asSlil'e glass A fife performance and watertight performance from Ap llcation,of underlayinent,Afetal(trip edges and eaves flashing: wind driven caul. (A)Apply 19"starter strip of underlayment over nleWl drip edge at Nails ilnist he galvanized, 11-oi- 12-gauge,with heads at least 3/8° eaves. Use only en011gh faSLe11P.1'S t0 hold In place. 111(ialllCtel'. (B)l Tse 36"strip of underlayinent fol'remailiing courses,Overlap- Staples—mist he 16-gauge mi.nfi nin,.l U1G"nuilhl liin crown width ping each course 19'! Side laps are to he.stliggered 6'apalt. and corrosion protected. (C)Apply metal drip edge over underlayinent at rake. All Fasteners—must be driven flilsh with the shingle snl•face and No e:Where eaves flashing is re gitired,apply(livens Corninga.tlu'7- Penetrate at,least 3/4"into the wood de(-k.Where the deck is less Lo k:widerlaytnent or equivalent specialty eaves flashing product.or than 3/4"Lhick,the fastener should be long enough to penetrate apt ly a continuous laver of asphalt plastic ceulent hetween the J)he;s of un erlaytnent.at,least�4"be•gond tlx inside wall line. fully)md extend at least 1/8"through the roof deck.Givens Conliny reconutirwds the vsr o f iaa.ils as the pr(fei,r(?d'invileod of a,ltarhi ng shi:tylles to,snood decking or outer icailable s )fia,ces. Plastic Cement—where required must meal:ASTM U-4586 Type II (Asbestos Free). (C) Rake (B) Deck- Eave (A) �d0� 3111 Standard & Metric Size Shingles ' Three Tail Shingles 2 Shingle Application ' ' Apply shingles over properly prepared roof deck,starting at bottom of roof 6" 6" �_, Offset Measurement and working across and lip.This will hielld shingles frolll one.hilnCie into the next,and utininlize any normal shade variation.Three-tab shingles are applied _ with a 6"offset(6-9/16"offset with metric size silingles).while a 6" offset -+- 5" nu�ta'ic)is reconnnended,application with offsets of 4"or 5"are Exposure ,Also acccptahle. Caution nulsl;he exercised to assure that end joints are no closer than I 2"front a fastener it the shingle below and that side laps are no less than 4"in succeeding courses.Refer to coarse applications steps for specific ins trllydolls. 6F 9176" Offset Measurement 6 9J 1f rarki.lty rlp1dirati.on m ethods are users, the abdicator ni'llst(JW111e that the trrrlhrcr ntnnberof*.fastenwrs isused, and use slt.ingles�.lro l smir>rn.l T rli;f i!rrnt btttirlhs toreduce potenti.nlforrolormilation. Exposure 3 Shingle Application ' Starter Course 4C),/ (A)Trim tubs off all starter course shingles so sealant can seal along the %:"� eavE s edge (B) (A)�' (B)Tran(i" (fi !i/]6"metric) off rake end of first shingle.Extend 3/8"beyond .�6" ,> ave Starter Course v ti5,' rake and eaves,and fastell. (C)Connplete rest,of starter course.Use five fasteners for each shingle,placed 2"1,o3"up from the eaves edge. Standard 6"Offsets First Course (D)Apply first course starting with a full shingle,even with the starter course. 1'asteIl securely according to instructi0ns. `72„ (G) (E) (D) Note:Complete course w t.h full slcingles. Trim Flush �� (C) With Rake 6" Second Course 5" (E)Begin second course by positioning first shingle:6" (6-9/16"metric)from the end of the underlying shingle.with the butt edge aligned Mill the top of the cutouts in the course below. (F)Leave 5" (5-5/8"metric:) exposure,fasten securely and trim excess over- hang at rake. (c► � Note:Complete course Mt,h iufl shingles. 7 5!a";+ �'' •r• (B) . .' V) Third Course through Sixth Course Eave Starter Course (G)Begin each subsequent course by positioning the first slluigle 6" (6-9/16" metric.)from t,ihe end of the underlying shilgle,with the butt edge aligned with the top of the cutouts in the course below.Complete by repeating Stop (F). Metric Sized 6-9/16"Offsets Nota:Complete each coul:se with full shingles. Seventh Course (G) (E) (Dl (H)Apply seventh c0urse starting with it fill]shingle.Leave 5" (5-5/8"metric) �im \ `. exposure and fasten secure) COIR rete b 1e eatin Step F Wi h Rake 6-9%16" (C) p Y• p Y p g p ( ) Nota:Complete coil se-Mth fill]shingles.For siwceedilg course s,repeat steps for secottcl through seventh courses. I E 4 Valley Construction Valley Liner _ 6"Min. A closed-cut valley is recommended and is applied as follows: Extra Nan I Asphalt (A)Lay a:36`-wide valley liner Of smooth surface 1'011 1'OOfing oi' Underlayment Plastic Cement Owens C0111ing Woulh,oLock und(]rlaylnent or equivalent pl"oduct. Fasten 071 outer edges only. - �.ClipCorner (B)Lay all shingles on on('side Of valley and across Centel'title Of valley it 2. lllinfin lin Of 12". Fasten a 11 iniu in Of 6"away fl'oin center line on each � Centers ne si(ie of valleY. i (C)St i-ike a chilli line 2"from the center line of the unshillgled side.Apply shingles on the unshingled side up to the chalk line and tion,taldng car not to cut the underl"ig shingles.Clip upper corners of these shingles, cement and fasten. (D)Bolli woven and metal valleys a1'e acceptable alternatives. PlaceFastening Instructions C like fasteners 5/8"above the.tab cut-Out and below the sealant stl'ip. Mansard or Fastening into the sculant strip interferes with sealilig and Conti-ibutes Normal Wind Areas High Wind Areas t0 blow-Offs. �� (Al t„ 2., Ie] 2" t" (A)1Ise four fasteners in normal wind areas. (B)Use six fastellel's per shingle foi'11-wigard consti-m-tion.Use Of six 5"Exposure fasteners per shingle is reconmlended ire high wiled areas. Note:Do nut drive fasteners ultra or above the adhesive strip. Mansard or Normal Wind Areas High Wind Areas V 2• 72-7 " 5-5/8"Exposure 6 Hi & Ridge Application ' ' p g pp Hip&Ridge cut from High Ridge Hip&Ridge and High Style"Hip&Ridge available by region. metric three-tab shingles 5" If cutting three tabs for Hip&Rlclgo shingles.ad.heie t0 the following Prevailing Wind Direction instructions. �� 5-5/8"Fastening Cut full three-tah shingles into three 12"x 12" (13-1/4"x 13-1/8"metric Distance Hip&Ridge shingles.Staff t hips at the e ave and work up to ridge.Apply ridge only after hips have been applied,begj1111lr1g On end of ridge opposite prevailing wines dil-ecldon.Leave.5" (5-5/8"metric) exposure per shingle fol' flip&l"idge application. Bend over the ridge;fasten on each side 5-5/8" F((i-1/4' TOel;l'ICl flfrome%pexposeden({, 1 up fromfromthe edge.Cover exposed stills Hip&Ridge cut frommetric three-tab shingles. with asphall,plastic celllent. For more information on Kip&Ridge shingle n,pplarahon,refer to Prevailing • O,ive _n;Contif�cy's"Hoa!to Apply Kips&Ridges"(Pub.No. 5-RR-1&491). Wind Direction r� 6-1/4"Fastening Distance i Standard & Metric Size Shingles Three Tab Shingles (E)Stor num m ge:Store in a covered ventilated area ata maxutern- 7Precautionary Notes pera ere of 110°F.Protect shingles from weather•when stor(rd ,frrrrn airy 77re urntrtldcviatinrr,.fro•rn the rrroni•ur.rrrderl application irzstr•ac- far•ttt:rrr tr77.11 not be r•rspotis�blc,frrr pt-oblrrrrs rrs•�t.lt�tcy at th.job site.Do not stole.near steam pipes,radiators,etc. lions and (F)Hip Ridge Shingles:These shingles should be cut from the llr,e,follna7rrcy prern,tr.li.utrs: back(smooth) side. (A)Roof Deck:heconamended roof decks are(i"naaxinunn width, (G)All exposed material must be rated Class A by Underwriters 25/32"mininumt thickness wood sheathing,or 3/8"minimum Laboratories to maintain a Class A system. thickness plywood sheathing.Ilse plywood decking reconnnend- ed by the American I'lYwood Association,Underwriters Lahoratories,Inc.,or local building codes. 77tese Urvetcs Cornitry shitWles have been tested and ratr:>d(IS If Reroofing Clruss A by Il�rLder•rnr inerts Laboratories-when tkrsr,slcitzyles•arrr If old as halt shingles are to retrain in place;nail down or cut away all loosr applied over recon in ruded decks. If other decks arr.•turd, the curled or lifted shingles.sweep rite surface clean of all remitting ronstt uctio'n in ay not qualify as (3a..s.s A. loose do x•is just prior to applying the new roofing.Ensure proper Regardless of decd:type used,the roofing installer must size an length of fasteners.If roofing over old wood shingles,cut ensure that the attic ventilation ineets or exceeds FHA Mininum back the old shingles at eaves and fakes and apply wood edging Property Standards. strips.Sorne local building codes may require the rise of a No.30 asphalt aturated felt over the old wood shingles prior to reroofing. Nate:All rnnl'struc•tau•e�s,espc c.ially Mansard style construction,must, have complete t.lirough venhl thorn Froin botGan to top to prevent heat Consult local building Code authorities.Surface must he.smooth build-up or ent.raptnent.of Imnst.uiv-laden an that can cause premature before s singles are installed.Make deck smooth by nailing down all sltittgle failure• loose at d curled shingles,protruding nails,etc.hnstall beveled wood (B)Handling:IIse extra care in handling shingles when the tempera- feather• ng strips,if necessary. tura is below 40°F.Shingles can be broken easily in cold weather Vic n roofing over existing shingles with a 5" (5-5/8"metric:) tttb or their edges damaged in hot weather. expose e.,the following procedure should he.used for smoothest (C)Fastening: Ovens Corning recouruiends nails as the preferred finished appearance and ease of alignment: metllorl of attaching shingles to wood decking or other nailable (A)Sta er Course:Make starter shingles by removing the 5" surface.Driveall fasteners until they are flush with the surface (5-518"nnetric)tabs and cutting a 2"strip off the top of the of the shingle.Special care must he taken when using pnet.unatic shit les.Lay starter shingles so the top edge butts against the staples or nail guns.An improperly adjusted pneumatic gun can lower edge of the second course of the existing roof.Place the result in raised fasteners causing sealing failure,raised tabs, then nal sealing adhesive toward the eave edge..Secure with five leaks or blow-off. fast:hers evenly spaced per starter shingle.placed 2"to 3"from Guidelines oryrj4stene.•r•size nuinber and lorati.ort.vviist.bn, the .lues edge.Complete the course. .follo•rvrd. Otivetrs(ornir g rv411 not be responsible,for arry,wind (B)First Course:Trim 2" (3-1/8"metric) off the tops of all first: da-mage tha.l oeClr.rs tr7ith s1 miles 7(7hich have not been al3plierl coui se shingles.Lay them With their top edge butted against in arrordance-with these 4nstrurtions. the ottoraa of the.third course of the existing roof.Continue (D)Mansard or Steep Slopes:For slopes exceeding 60 degrees or as i structed ahove. 21 inches per foot,use six fasteners and two spots of asphalt (C)Secc nd Course and Others:Ilse hull-sized shingles and place plastic cement per tab.All six fasteners must he.spaced equally. then a so their top edge is butted against the bottom edge of the Place two spots of asphalt plastic cennent, 1"in diauneter,under next course of existing shingles.Continue as instructed above. each shingle tilt)iallnediately upon installation. SYSTEM THINKING" • Makes the Difference OWENS CORNING WORLD HEADQUARTERS ONE OWENS CORNING PARKWAY TOLEDO,OHIO,USA 43659 ROOFING SYSTEMS BUSINESS System r4u�king"is a 'Mark,,f Owmns Canning. NnItA")U.S A, Rahmary 2000 Cupyrgh.r n.2000 Owens Corning t 1 P HIGH RIDGE MP & RIDGE Application instructions for ® 111 High Ridge Hip & Ridge INNOVATIONS SOA LIVING. with Sealant with Sealant Shingles I Owens Corning High Ridge Hip & Ridge diameter.Apply one nail on Ezch side fall on opposite sides of the hip or ridge. with Sealant Shingles are designed to 10" from the exposed end ai id I" in from (See Fig. B) For High Wind (See Fig Z). complement laminated and laminated- the side edge.(See Fig. B) For High Wind, looking shingles.They are a high profile apply two nails on each side 9"from the Hip & Ridge Application shingle which adds dimension to your exposed end,and I" and 2" in from the Apply remaining hip and ridge shingles home's hips and ridges. side edge. (See Fig. Z) in the same manner with 8" exposure. (See Fig.A.) For High Wind (See Fig. 1). Before You Begin All fasteners must penetrate at least%" When finishing the ridge, leave no into wood deck or completE ly through Complete shingle application on roof deck plywood sheathing. Cover e posed laminated portion of the last hip and before applying High Ridge Hip and Ridge fasteners with asphalt plastic cement. ridge exposed.One option is to use the 8" shingles. Hip shingles must be applied Plastic cement must meet MTM D-4586 exposed portion of a hip and ridge shingle, before applying ridge shingles. cutting a piece the appropriate length to Type or I I (Asbestos Free . extend over the laminated portion of the Note e.to the end of the ridge. Installing � shingle g b If a new roof is being applied over an Begin hi application at the 'ave working existing roof, remove the old hip and g p pp Fasten final piece with two nails,each I" in toward the ridge, from the side edge and I" in from the end ridge shingles to obtain a level application. Begin ridge application oppc site the of the ridge. For High Wind use four nails, Fastening prevailing wind direction. each I" and 2" in from each side edge and Use nails only when installing this product. I" in from the end of the ridge. Nails must be corrosion resistant, I I- or Arrange shingles along the c_nter line so 12-gauge,with heads at least X' in that both halves of the lami ated piece Cover exposed fasteners with asphalt plastic cement. Hip&Ridge Shingle Application Hip&Ridge Shingle Fastening 4 Fig.A F— Prevailing Wind Fig.B Top View Side View Direction A Nail1" Top Laminated 4 1' I I Nail Piece Nail A I 1 I I Q I I I I I I I I I I I I 1 I 1 I I I I I B" «I Exposure cel I I I I 1 la----- 12 Fig.1 v Fig.2 �— P—along Wind A Top Vier sldevlew Direcllon Ndla --►4 P 'Nall. Nall. I I 2' I Top La Inaoed I 2° I A I I 4" Place I I I I 4 I I I I I I I I I I cl �I e° 51 Expo.ure I 1 1 I I 1 12 OWENS CORNING SHALL NOT BE RESPONSIBLE FOR ANY DA AGE, LOSS, COST, EXPENSE OR LIABILITY RELATING TO FAILURE TO FOLLOW THESE INSTRUCTIONS. FAILURE TO FOL OW THESE INSTALLATION INSTRUCTIONS MAY AFFECT OWENS CORNING OBLIGATIONS UNDER THIS PRODUCT'S LI TED WARRANTY. i High Style" Installation Instructions Hip & Ridge Shingles Owens Corning High Style Hip of elastometric roof cenient,the size of a 4. Completely cover"starter"shingle with & Ridge Shingles are designed quarter,on each side of UiF.,hip or ridge,on the 8"exposed portion of the next hip to complement laminated and the diiniensionil fold prior W instabig the and ridge shti igle.. laminated-looking shingles. They succeeding slurigle.Cover(xposed S. Fasten each shingle through the are a high profile shingle which fasteners with elastometric roof cement. dimensional fold with one nail ori each add dimension to your home's hips and ridges. Installing side,placed 9-W"bask from the exposed end and 1"m from the.side Prevailing Wind Direction edge.All nails must be covered by succeeding shingles at least 1': Before You Begin t" Apply remaining hip:anti ridge shnigles Complete shingle application on roof deck irr III sante manner with 8" exposure. If cut a"--t before applying hip and ridge shuigles. 6. Cut final ridge shingle from the 8" Hip shingles must he applied before exposed portion of a hip and ridge applying ridge shingles. All hip and ridge. shingle.Cut piece an appropriate length shingles are applied with an 8"exposure. 1. Begin hip application a the eave to extend from the edge of the Note:if a neni roof is beiYbg applied over working toward the rid e. dnmensional fold to the rand of the ridge. an ra.7sting ron f; rrin.ove flu.,old hip rand ildge.shingles to obtain,a leorl la.Begin ridge appikatior opposite the 7. Fasten final piece with two nails,each a ppli.rcr,l.i.on, prevailing wind dn•ecti n. 1-1/2"from the edge and 1"in from 2. Cut first High,Style Hil i&Ridge shingle the end of the ridge.Cover exposed 8"up from the exposed end (along the fasteners with elastoniatic roof cement. dimensional fold).Use he remaining 8-1/2"portion of the s e le,with thcut To Fit Exposure dimensional fold,as th starter"lti or --------- , Nail 91s" rldlge shingle. Back 3. Install this"starter"sl-d igle with the dimensional fold positi(ned at the \ Fastening leafing edge of the hip or ridge.Fasten through the dimension fold with one t?se nails only when installing this product. nail on each side,plac. l l-1/2"in and Nails nnist he galvanized, 11-or 12-gauge' 1"up from the cut edge. with heads at least 7/16"in diameter.Nails should he places 9-1/2"hack from the Nail 9,:, Back e-,q)osed end and l"in front,the side edge. a"� All nails must be covered by F�- osure succeeding shingles at least L'' All fasteners must penetrate at least 3/4"into A wood deck or completely through plywood _ sheathitlg. Ili high wind areas:apply a spot Starter Shingle OWENS CORNING WORLD HEADQUARTERS ONE OWENS CORNING PARKWAY TOLEDO,OHIO,USA 43659 HOOFING SYSTEMS BUSINESS System Thi 1king" s a trademark of Owens Coming. The Pink Panther is a'"and©of United Artists Corp.Licensed by MGM Consumer Products. Panted U S.A.,March 2000 Copyright Oc 2000 Owens Corning. • �0 \\ 8 ::Do E \ mau 3 C 1 m N o C13 31: o O NLLI a' -0 W O O N UU) = (/ ) 5 y N O v �coin Q OE ft) _ p < N C ` BUIL1�IFira rt Mr `� �� zp a 0 -0 E — 3 ° o VIT W -1, C?: 0 W< 1W w o L=E o N V v +� € COD THIS i�l F1P, a te _ s o,w < °° s °�' - E Pdi AY 2 .. o w = v O ° N ' Building& ail + , _ C:Dc _ _ ' ^ 3_ p o p qtt - - ' V ` c o E F : Halts{� L J Qo Z O N N +L, U p N — C 3 C p W . , a) 3 a = In -i 'O `' U Z C JQ p ` 0 0 < o N o a j c d W tr 0 o v i C cn Z 3 •° E 0 � :3 v 0 3 O ; C � Y � p .Ll C y U 0 (.� f•sffsf• 4fsff,fhVit s :Uf it::::sssss:;4sisiff•sksrfsfs:hsffkfftffspfs,fsh�s=ff 3 •3 N O •✓ N ;},sfsfs's ff}ff.f:fs. sfs:ssf:ffsf.ts,}}I,fsfsnstfssfs.tftssf:}fffsfsft..ss•f'` —J L C IN, U !1} }I N N N N] L sof f f}}} s N J 0 0 x o ` rn — Q — zoz O p Ij � -�-+ 0 4' � U }f}ff s's:s's :s f s fi}.i s,I,l's '�s s:i yI t• fNp 'f iiI f'}'}f:•aa:ff.:i i1 i's's.i f s s f s i if:i :i i:'}::,},i i };} Q pf D p� TN O _ C C C c p _ U O p C LL- 3 0 p O �JJ O C N -C) rill 30 O C O C d O � U Lj ,2 N Qf C_ N 1 J cocr WE s E - a o 4) � ��`' Z N U 0 L O L t— O 0 -0 C ON �O U v W W J — C 3 `' a cT N N v)rn J :np O- N N c .S W p ++ +p+ J Q p a -0 v O p+.O fv v y`o -0 c '' cL E W m •N C L •3 C > m O O O ~ Y V p O Y O N \ o U d QF-o U m 3 0 zN h7 �t tl) CD F`� o a ry CL CL CL CL x y FILE COPY E— a� c) (D a) CU (v00 " Cn n cin n cin cin cin I i CITY OF ATLANTIC BEACH OWNER / BUILDE* AFFIDAVIT P I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACK14OWLEDGE THE LAW: t DISCLOSURE STATEMENT FOR SECTION 489.103(7) FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PEP MIT 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 PF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT M*Y 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 I AW 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. 11. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE: FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WOR ER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURA E POLICY TO CLEARLY PROTECT THE OWNER. 111. IRS WITHHOLDING; OWNERS HIRING WORKERS 3ECOME 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 C NNOT 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 LIC ENSED 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 I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. ADDRESS PHONE NUMBER PRINT NAME SIGNATURE DATE Before me this /t/�� day of 2007 in the county Du tate oFI£ orida,has personally appeared aL herin by himself/herself and affirms that all statements and declarations are true and accurate. Notary Public at Large,State of / �. County of G� L ❑Personally Known / f_ / `1 `/ / D/y ��� p�r6duced IdeM�catio - C� (Q` V `J COIMMdMbn 0 DD SIM EW- -. onft! AWL Notary Signatu COAB FORM BLDG07;REVISED: 8/14/2007 `S CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD =r ATLANTIC BEACH,FL 32233 °INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept crcoab.us Application Number . . . . . 07-0 001418 Date 10/10/07 Property Address . . . . . . 381 ARGO RD Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . , 2600 --------------------------------------------------------------------- ----- Application desc windows ---------------------------------------- ----------------------------------- Owner - Contractor ----------------------- ------------------------ CRAWFORD, JESSE J. OWNER 381 SARGO ROAD ATLANTIC BEACH FL 32233 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------- ----------------------------------- Permit . . . . . . BUILDING PERMI Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation 2600 Expiration Date . . 4/07/08 ---------------------------------- Special Notes and Comments design pressure must be 38 or greater (DP) --------------------------------- ----------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---- ----- ---------- ---------- Permit Fee Total 45 . 00 45. 00 . 00 . 00 Plan Check Total 22 . 50 22 .50 . 00 . 00 Grand Total 67. 50 67.50 . 00 . 00 PERmrr IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF AlIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. I t CELT-10-2007 13: 13 P.01 4 chitectural Testing f i jj A f E ANSI/AAMA/1NWWDA I 01/I.S-2-97 TEST REpoR .Rendered to: MI WINDOWS AND DO�Rs'INC, SERIES/MODEt, 740/374U PRODUCT TYPE: ( and Flange) 3(single glazed with /16 a� sledge,sung .aged glass) Title Test Surnma of Results S ecitnen#1 Test Test l escri tion Flan e-E ua!Lite S ecimen#2 S echnen #3 Ratua Fin-E ual kite Fl O Oriel~orce H2 - 35 52 x 7I Air Infiltration 19 lbf max. 20 lbf max. 14- R4.5 53 x 72 Water Resistance Test Pressure 0,1 1 cfzn/ft 0.12 cfm/ft N/A d.7545.6 psf 6.75 sf sf N/A Uniform Load Deflection Test pressure Sf N/A +25.9 x-35.3 psf 7 +45. Uniform Load Structural Test Pressure +45 -47.2 sf 7.2 psf +53.0 psf +G7.5 sf Forced Ent Resistance -52'1 sf -70_$ sf psf Grade 10 Grade !0 -70•$ sf Reference should be made to ATT Re ort Ir1o, 42 N/A description acid data. p 250.02- 22-47 for complete test specimen FILE C 130 Derry court York, PA 17402.9405 Phone; 717.764.7700 fax; 717-764.4129 �Y +-drChtest,Corn E E OCT-10-200 13: 14 P.02 Architec ural Testing I ANSI/AAMA/NWWDA 101/1 S.2-97 TEST REPORT Rendered to: MI WINDOWS AND OORS, INC. P-0. Box 3 70 Gratz,Pennsylvania 17030-0370 i r Report No.: 42250.02-122-47 Test dates: 02/04/05 Through: 02/17/05 Report Date: 02/17/05 Expiration Date; 02/17/09 Project Summary: Architectural Testing. Inc. (ATI) vas contracted by Mi Windows an Doors, hic;., to witness testing on three Series/Mo el 740/3740 (Fin and Flange), alumin d single hung windows at MI Windows and Doors, 1nc., test facility in E�-. Pennsylvania, The samples tested successfully m t the perfam�ance requirements for t following ratings: Test S ecirnen #l; y itcts for it e, Specimen #3: H-R45 53 x72. Test specimen d scrip on and results are, he x 71; Test Specimen H�T�35 52 x 71; Test reported herein. Test Specffication; The test specimens ere evaluated in accordance ANSI/AAIVIA/Nyl WDA 101/I.S.2-97, Voluntary Spy "zcatt'ons far 4l�rmirluna, Y YC' with Wool Windows and Glass I)Oors. Y (PVC.) Test Specimen Description: Series/Model: 740/3740(Fin and flange) Product Type: AIumi.num Single Hung(single g1 -ed with 3/16"annealedlass Test S ecimen#;R: H-R25 53 x 72 g ) Overall Size. 4'4" wide by 5, 11-114,, high 111terior Sash Size: 412-7/8,p wide by 2111-3/4" igh Fixed Daylight Opening Size: 411-1/81'wide by 2' 8-3/4" high Screen Size: 4'211 wide by 2111,7/1611 high 130 Derry Court York, PA 17402.9405 Phpne� 717.764.7700 fax: 717-764-4129 www.archtL,st.com 4 I OCT-10-2007 13: 14 P.03 42250.02-122-47 Architer. rat Testing Page 2of9 I i Test Specimen Description: (Continued) Test SPecimen #2: H-R35 52 x 71 Overall Size: 4' 5" wide by 60-1/4" high Interior Sash Size: 4'2-7/8"wide by 2' 11- /4"high Fixed Daylight Opening Size- 4` 1-1/8"wie by 2'8-3/4" high Screen Size: 41211 wide by 2111-7/16"high Test Specimen#3- H-R45 53 x 72 I Overall Size: 4' 5" wide by 610-1/4" high Interior Sash Size: 4'2.7/811 wide by 217-1/16" high Fixed Daylight Opening Size: 4' 1-1/8" wid by 3' 1-1/2"high Screen Size: 41211 wide by 2'6.13/16"high EI The following descriptions appiy to all specimens. Finish- All aluminurn was white. Glazing Details: The glazing consisted of a sin le sheet " thick The glass was channel glazed with a flexible wrap around rubber gask talear annealed glass. Weatherstripping: Description uantit �-.-X LQcation 0.187" backed by 0.330"high 1 Row Fixed interlock polypile with center fin 0.187" backed by 0.150" high 1 Row Fixed stiles and top rail polypile with center fin 0.187" backed by 0,130" high 1 Row Operable sash stiles polypile E i DC r-13-2 Jail 13:14 P.04 42250.02-122-47 Architectural Testing Page 3of9 1 Test Specimen Description: (Continued) Weatherstripping: Despriptio Ouantit Location 0.187' backed by 0.250" high 1 Row Operable sash stiles polypile with center fin t 0.187" backed by 0.375" 1 Row Bottom rail diameter hollow vinyl bulb seal Frame Construction.: The frame was constructed of extruded aluminum. Corners were coped, butted, sealed with a foam pad and secured with two#8 x 518"long pan head screws. The fixed meeting rail was attached to the fram with one #8 x 112" screw per end. The fixed sash stiles were attached to the frame with c ae#8 x 1/2" screw at the top of the stile. Sash Construction: The operable sash was co istructed of extruded aluminum_ Corners were coped, butted, and fastened with one #8 x 5/8" long pan head screw. The fixed lite frame consisted of the fixed meeting rail and thrm extruded members that slid into the main frame jambs and head. The corners were coped and butted. The fixed top rail was attached to the stile with one#6 x 5/8"screw at each comer. Screen Construction: All sash members were constructed of extruded aluminum_ The corners were coped, butted, sealed, and fastened with one 518" screw through the jambs into the rails screw bosses. Hardware: DescriptionQuantity Location Metal cam lock 2 6-1/2" from ends of interior meeting rail attached with two#8 x 112" screws Plastic tilt latch 2 Ends of interior meeting rail attached with one#8 x 112" screw and the sash comer screw Spring loaded east metal pivot bar 2 Ends of bottom rail staked in place Spiral balance 2 One per jamb E QCT-10-2007 13: 14 P.05 42250.02-122-47 Architectural Testing Page 4of9 I 'fest Specimen Description; (Continued) Drainage, A sloped sill was utilized on the xkindow, The ends of the exterior vertical leg were cut 7/16" short to allow for drainage. Reinforcement: No reinforcement was uti]ize . E . Installation, The units were installed into a w�od test buck. The flange units were fa sened to the buck with#8 x 1-1/4"screws at the jamb ,5" from each end and one at midspan t The head utilized#8 x 3/4" pan head screws, 6" frorn each end and one at Midspan. The exterior perimeter was sealed with silicone. The tin units were installed into a 2x8 #2 Spruce-Pine-Fir wood test buck utilizing 1-5/8' drywall screws located 3 from the corners and 10" on center around the nail-fin. The nail n was bedded in silicone. Test Results= The results are tabulated as follows: PEE-m—Ah Title of Test-Tit Method Results Allowed Telt S eeimen #i- H-R25 53 x 72 2.2.2.6.1 Operating Force R [91bf 30 Ibf max_ 2.1.2 Air Infiltration per ASTM E 283 1.57 psf(25 mph) 0.11 cfM/ft3 0.3 cfin/fe max. Note #.T: The tested specimen meets the pet formance levels specified 1n ANS1l.4AA6fA/NWWDA 10111 S.2-97 for air infiltration- 2.1.3 nj iltr tion_ 2.1.3 Water Resistance per ASTM E 5,17 (with and without screen) 2.86 psf No leakage No leak-age 2.1.4.1 Uniform Load Deflection per AS Irm E 330 (Deflections reported were taken n the meeting rail) (Loads were held for 52 seconds) 15.0 psf(positive) 0.38" 15.0 psf(negative) See Note#2 0.33 See Note#2 Note #2 The Unfrorm ,Load Deflection test is n t a requirement of.4NS11,4A A1NWTf DA 101/1.S.2-97.for chis product designariona. The de Prion data is recorded in this' report.fnr special code compliance and information only, k OCT-10-2007 1:3: 14 P.06 42250.02-122-47 Architec ural Testing Page 5of9 t f E 'fest Results: (Continued) Paragraph Title of Test• Test Method Results Allowed Test Specimen#1: H-R25 53 x 72 (Continue 2.1.4.2 Uniform Load Structural per A STM E 330 (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 secon s) 2.2.5 psf(positive) <0.01" 0.20"max. 22.5 psf(negative) <0.01" 0.20"max. 2.2.2.6.2 Deglazing Test per ASTM E 917 In operating direction-70 lbs Interior meeting rail 0.1211/24% 0.50"/100% Bottom rail 0.1311/26% 0.50"/100% In remaining direction- 50 lbs Left stile 0.09"/18% 0.50"I100% Right stile 0.09"/18% 0.50"/100% 2.1.8 Forced Entry Resistance per A TM F 588 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test A I througli A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry 012tion3i Performance 4.3 Water Resistance per ASTM E 47 (with and without screen) - - - . - --6.75psf --- - -No leakage No leakage 4.4.1 Uniform Load Deflection per A TM E 330 (Deflections reported were takers on the meeting rail) (Loads were held for 52 seconds 25.9 psf(positive) 0.52" See Note #Z 34.7 psf(negative) 0.75" See Note#2 i OCT-10-2007 13: 14 P.07 42250,02-122-47 Architect ral Testing Page 6of9 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen#1: K-R25 53 x 72(Continued Optional Performance: (Continued) 4.4.2 Uniform Load Structural per A STM E 330 (Permanent sets reported were aken on the meeting rail) (Loads were held for 10 seconds) 45.6 psf(positive) 0.03" 0.20"max. 52.1 psf(negative) 0.01" 0.20"max. Test Specimen#2: H-1 35 52 x 71 2.22,6.1 Operating Force 201bf 30 lbf max. 2.1.2 Air Infiltration per ASTM F.283 1.57 psf(25 mph) 0.12.cfm/ft2 0.3 cfm/fta max. Note #1. The tested specimen meets the performance levels specified in AN51/A.4M..4/NWTfDA 101/1.S.2-9T for air infU ation. 2.1.,3 Water Resistance per ASTM E 547 (with and without screed) 2.86 psf No leakage No leakage 2-1.4.1 Uniform Load Deflection per A STM E 330 (Deflections reported were take on the meeting rail) (Loads were held for 52 second ) 15.0 psf(positive) N/A See Note#3 15.0 psf(negative) N/A See Note#3 2.1.4.2 Uniform Load Structural per A TM E 330 (permanent sets reported were t Lken on the meeting rail) (Loads were held for 10 second ) 22.5 psf(positive) N/A See Note#3 22.5 psf(negative) N/A See Note#3 Note #3. The client opted to .mart at a pressurc. higher than the minimum required. Those results are reported under "Optiottal Petforman e f OCT-10-2007 13: 14 F.Oe � II 42250.02-122-47 Architectural Testing Page 7of9 E Test Results: (Continued) Paragraph Title,of Test-Test Method Results Allowed Test Specimen 42: 14-R35 52 x 71 (Continued 2.2.2.6,2 Deglazing Test per ASTM E 917 In operating direction- 70 lbs Interior meeting rail 0.12"/24% 0.501,1100% Bottom rail 0.13"/26% 0,5011/100% t In remaining direction-50 lbs Left stile w 0.0911/18% 0.50"1100% Right stile 0.0911/18% 0.50"/100% Forced Entry Resistance per A TM F 588 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al through A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry Optional Performance 4.3 Water Resistance per ASTM E 547 (witty and without screen) 6.75 psf No leakage No leakage 4.4.1 Uniform Load Deflection per A STM F 330 (Deflections reported were take ii on the meeting rail) (Loads were held for 52 secondi) 35.3 psf(positive) 0.72" See Note#2 47.2.psf(negative) 1.13" See Note#2 4.4.2 Uniform.Load Structural per ASTM E 330 (Permanent sets reported were tiken on the meeting rail) (Loads were held for 10 second;) 53.0 psf(positive) 0.0$" 0.20" max. 70.8 psf(negative) 0.08" 0.20" max. OCT-10-2007 13: 14 P.09 42250.02-122-47 Architectural Testing Page 8 of 9 f Test Results- (Continued) Paragraph Title ofFest-Test Method Results Allowed Test S Recimen#3: H-145 53 x 72 QRA2nal Performance 4.4.1 Uniform Load Deflection per ASTM E 330 (Deflections reported were taken or' the meeting rail) (Loads were held for 52 seconds) 45.0 psf(positive) 1.20" See Note#2 47.2 psf(negative) 1,05" See Note#2 4.4.2 Uniform Load Structural per ASTM E 330 (Permanent sets reported were taker on the meeting;rail) (Loads were held for 1,0 seconds) 67.5 psf(positive) 0.15" 0_20"max. 70.8 psf(negative) 0.05" 0.20" max. Detailed drawings, representative samples of the test sp imen, and a copy of tizis report will be retained by ATI for a period of four years from the ori incl test date. The shove results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. Thi report does not constitute certification of this product, which may only be granted by the ce ification program administrator. This roport may not be reproduced, except in full, without appi oval of Architectural Testing, Inc. For ARCHITECTURAL TESTING,INC: AOW.� 7t� 4"Ma-.- 2 oar$WM ,MWYII-0 br oats, Jerami e D. Grabosch rad by!srffwfflM Wah Technician St ven R4. Urich,P.E. Se for Project Engineer JDG Jdg/vtni I OCT-10-2007 13: 15 P.10 fin • Sees MUM Single Hung and Fixed W le • Series 74a 4413740 Single Hung and fixed Windp • Series 1881 168 Horiza Slider and Fixed Windows " Series 880 orizontal Slider and Fixed Windows NOTE: SEE INDIVIDUAL TESD'REPORT(S)FOR Op TINGS AND M IIISLLA'�'ION IN A7MUM ALLOWABLE SIZES, «APPt��V�� I=t�R FL.n � u��rroNs ��� DA , LUMINU#IA FIN WINDOWS Setterdilt Windows & Doors a PpreGiates your recent pr rchase of a maintenance free prime window, which will not rust, rot, mildew, or warp. This is a ualit handling and installation are just as important as good that left a d our manshi d c recommendations to allow this product to complete its f action. in good condition , proper l� ase follow these 4 Handle units one.at a time in the dosed and lacked Dosition and take Gare not to scratch or to bend the nailing Fn, glare a continuous bead o caulk on the back side of trail fin mo frame or glass 2. Sgt unit plumb and square into opening and make s re that there is 3/16"+ 1116" (mounting flange). frame. Fasten unit into opening in the dosed an locked position, sure ma— screwed in straight in order to avoir! twistan orbclearance around the steners are level. Check operation of unit frequently as fastener, are set frame. Make sure that sill isastraight and 3. Use#6 sheet metal or wood screws with a minimum f 1"penetration into the fro screws (two at each comer) 3"torn end of fin. For ositive and negative DPs (design 39, do not exceed 24".spacing of additional screws. 1= r DPs from 35.1 to 50, do notexceed {stud). plan fret t g Pressures) up to 4• Caulk entire perimeter of fin to mounting surface joint nd caulk over xceed 18 spacing. Note:this step can be eliminated if 4"wide adhesive't $ heads. 5. Fill voids between frame and construction with loos battenlashin®is used(sill 1''.,jambs 2 ' ., head 31'.). foam sPeoifically formulated for windows and doors eliminate drafts. The use of type insulating foam, Which Can bow,the frame, waive ail eta �p insulation or bn andin aerosol ex a din aerosol 6. Remove plaster, mortar, ted warranties. Paint, and debris that has c IleCted on the unit and make sura that sash/vent tracks and incleanks are also dean. iso not use abras vee, solvents, ammonia, vinegar, al solutions for clean-up, especially with insulated glass its as their use could cause chemi of the glass seal. Take care not to scratch glass; scratches severely weaken gglass' Italtne, or acid eventually break from thermal expansion and contla s n. Clean units with cal breakdown water and mde detnd it ergent. Better8ilt Windows S� Doors or its representatives+ �Au�jQN selection and r p are unable to control and cannot ssaume responsibility for the building Placement of their products in a building or stru ure in a manner required codes. The purchaser is solely responsible for knowledge of and adherence to the same. 6e e window products are not provided with safety glazing unless s ilt eeifiCally ordersd with sub by lavers, statutes, and/or require safety glazing (tempered glass) near doors, bathtubs and shower tt 'les code requirements such as emergency egress and structural/ tie tit. Many laws and codes e►tGosures Also be aware of other Corporate Headquarters- W. Home Products .`o""; •,,' :• ' � `.. 650 West Market 5t, ;'�"14 • t,t��I fiJ���,I,,- =;,, WWw.nnihp,com Gratz, PA (7 7)565-33003t)-0370 t� i` tlfi. $779 , "�' � 'ZiLl, 2 �'n �. gip`". STATE or. , :• Rev.7-24AW i OCT-10-2007 13: 15 P.11 vcrcacac vv�c}v c�covc3c3� c�v43c��� �� 3 � h a W. LU t+�is�ii ila1�4i7�d fild7di��m �Y.'!mt$m o �, Q rdi!-0litl16 aidl4i�l4! Aldi-! �!�! �!il��3� O W : G Mr7 r•.T r`W Ln M nn r n kn ti %w;T KN N In Mm nKA N vxxnw XMM XtimXXXr6X W w x N IDM �G�W�eDLU � 0�r0 m NNtJNry Ylh h �elk N� � N hi�nn ic z NM�.nm rvr74' In fO Nr�.r. Y740 W C o A �.� .._ � t NC-4 nn nnnKynn Z !� # „ p ' W 1/r mi M t7 CL N N rw 13N p - dc 43 u o a to , I U r Ion G W 5. 0. tin th O C C Lv d rn C17to o G �¢ Q- vy eZIP w c} _ o cc o � rno 0 a N C J CEE m p A G F:S N c e oo� p�PpW X G r-') CUA OC Q6 p rCV r,i 4v} tp I": W � g 5 Wl.ur d+PPI I � qq.. k a ID q yyy Y VV^ A IL O C 12 57 d a mons rviHs v 17 v 2 wQ c NGLYUL{wad� m m n w d uai►wWlp e�Irsnp am � �n � aq K TOTAL P.11 E OCT-10-2007 13:16 P.01/01 FLORIDA PRC)DU+GT'APPROVAL NUMBERS r 3740 ALUM SINGLE HUNG A ISs # Product Model#ar NameModel gesari tion 543821 740!3740 fin frame 52x71 ins DSB Anneals R-45 DP-47.2 543822 740/3740 fin frame 52x71 sg 3116 Anneals R-35 DP-47.2 5438.23 740!3740 fin frame oriel 52 R 351DP3112 Anneals 7. 5438.24 740/3740 fin frame oriel 47x89 sg 3116 Annealeli R-35•DP-47.2 5438.25 74013740 fin frame oriel 39x90 sg 3116 temp fix d R-35 DP-47.2 5438.25 740/3740 flange frame 52x71 sg D59 Tempe d R-45 DP-47.2 5438.27 740!3740 flange frame 52x71 inD s DIP-47.2 Annealed R-45 n 5438.28 740/3740 flange frame 53x72 sg 3116 Annealed R-25 DP-34.7 5438.29 740!3740 flange frame oriel 147x89 sg DSS Temps ed R-35 DP-42.9 5438.30 740/3740 flange frame oriel 47X89 ins 3116"Anne led R-35 DP-42.7 5436.31 740/3740 flange frame oriel 36x88 ins$116 annld E ash temp fixed R-35 DP-472 5438.32 740!3740 flange frame oriel 52x71 ins DSB Annea ed R-35 DP-47.2 5438.33 740/3740 flange frame 53x72 Sg 3116 Annea d R-45 DP-47.2 3740 Picture Window J74 /3740 fn frame 59x72 ins 3116"anne led R-45 dP-47.2 /3740 fin frame 71x71 sg DSB Temp red R-45 DP-472 /3740 flange frame 59x72 ins 3/16ann led R-46 DP-47.2 !3740 flangeframe 71x71 ins DSB Tem Bred R-35DP-45.3 0/3740 flange frame 59x72 ins 3116"ann sled R-45 DP-47.2 013740 flange frame 109x53 sg DSB Ts p R-40 DP-40 TOTAL P.01 f k BETTF�R BI T vs MAXIM M SIZES FOR 140-MPI WIND LOAD I SERIES 3740 SINGLE HUNG 53 1/8" X 721/4" F ANGE WINDOW 52 1/8" 1/4 X 71 ' FIN WINDOW SERIES 3740 PI TITRE WINDOW 7299X 72" 96" X 48" 48" X 96" 849' X 52" 5299X 84" ANY DIMENSION LARGER IN WIDTH AND HEIGHT WILL NOT MEET 140- MPH WIND LOAD n E— Fzizw= O � x x x x W � aio io � W � O G Q W Q x N x N N z a Q Q Q 'N Z = °�° O x x �°—° x = x Z Z Z V! lO N 7 eh r to �' Io d' lh to > �ti Lo W ID s � a x b cc _ Z A � W x Z Z Z Z Z 2 x ~ p m x ao � W Z �>.;�.a. ,'mow t r�"3..�"' �•r 3 z `A : :n .. Y 3 ti (n M ......a0o oeo i z E ui to M w gal Eat 2t Ia51 am a ` � � � � � E 3: Txl w o. a. a CL d a d d d o. CL z a a a a a 2 a o � 0 0 0 0 0 0 0 0 0 0 e Nf e} co V N N t- Q E � > > CL E �ET+ w °- xz o. z a z CL LU °' co °' z CL z CL z a z aWz 3 yoZy oa � o � �` go Mo ouiwZ Go � � N ly CA 0 co y � Zco 0 cc ago 0LL a o0 000 0 � o � oU. Co � �ai ti ti 11 g3wi t- U- IF €' m f i i { f r AAMA/NWW 101/I.S.2-97 TEST REPOR SUMMARY Rendered to: MI HOME PR DUCTS,INC. SERIES/MODE : 740/744/3740 TYPE: Aluminum Single lu ng Window with Nail Fin Title of Test Results Rating H R45 52 x 72 Overall Design Pressure 45 vsf Operating Force 24 lb max. Air Infiltration 0.10 cfm/ Water Resistance 6.75 sf Structural Test Pressure +67.5 psf -70.8 psf Deglazing Passed Forced Entry Resistance Grade 10 Reference should be made to Report No. 01-403 1.05 for complete test specimen description and data. For ARCHITECTURAL TESTING, INC. Mark A. Hess,Technician MAH:baw .Zo M�'RcX �ee� 6 �I Archit cturai Testing :kAi�l_><�>���'ti l�� L01(I. ..Z-i17 7'Ew"l' 1LPC3RT Rendtd to MI HOME PR DUCTS, INC. P.O. Box 370 Gratz,Pennsyly a 17030-0370 Report No: 01-40351.05 Test Dates: 10/22/01 And: 10/23/01 Report Date: 03/20/02 Expiration Date: 10/23/05 Project Summary: Architectural Testing, Inc. ( TI) was contracted by MI Home Products, Inc. to witness performance testing on a Series/Mod 740/744/3740, aluminum single hung window at MI Home Products, Inc.'s test facility in El abethville, Pennsylvania. The sample tested successfully met the performance requirements fo r a H-R45 52 x 72 rating. Test Specification: The test specimen was a luated in accordance with AAMA/NWWDA 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl(PVC)and Wood Windows and Glass �.. Doors. Test Specimen Description Series/Model: 740/744/3740 i Type: Aluminum Single Hung Window Wit Nail Fin Overall Size: 4' 4-1/8" wide by 5' -5/8" hi gh Active Sash Size: 4' 2-3/4"wide by 2' 11-5/ high Fixed Daylight Opening Size: 4' 1-1/8" wide by 2'9"high Screen Size: 4' 1-7/8"wide by 2' 11-5/16"h' gh Finish: All aluminum was polished. Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick clear tempered glass. Each sash was channel glazed using a flexible vinyl gasket. 130 Derry Court York, 1740 ���{� . phone::7 717.764.7764.77000 fax: 717.764.4129 Z D M.q R c Ja www.archtest.com 01-40351.05 Page 2 of 4 Test Specimen Description: (Continued) Weatherstripping: DescriptionQuant: Location 0.330" high by 0.187" RoIV Fixed meeting rail interlock backed polypile with center fin I 0.170" high by 0.187' 1 Ro Fixed lite,stiles and top rail backed polypile with center fin r 3/8" diameter hollow 1 Ro* Bottom rail bulb gasket 0.310" high by 0.187' 1 Ro Active sash stiles backed polypile f with center fin 0.150" high by 0.187' Row Active sash stiles wide polypile Frame Construction: All frame membe s.were constructed of extruded aluminum with coped, butted and sealed comers fastened with two screws each. Fixed meeting rail was secured utilizing one screw in each end di ectly.through exterior face into jamb. Silicone was utilized around exterior meeting rail/jainb joinery. Sash Construction: All sash members w e constructed of extruded aluminum with coped and butted comers fastened with one screw ach. Screen Construction: The screen frame was constructed from roll-farmed aluminum members with plastic keyed comers. The creening consisted of a fiberglass mesh and was secured with a flexible vinyl spline. Hardware Description Quantity Location Plastic tilt latch 2 ' One each end of the interior l' Meeting rail Metal sweep lock 2 13" from meeting rail ends Balance assembly 2 One per jamb Screen tension spring 2 One per end of screen stile Tilt pin 21 One each end of bottom rail Z 01-40351.05 Page 3 of 4 Test Specimen Description: (Continued) Drainage: Sloped sill Reinforcement: No reinforcement was utilized Installation: The test specimen was installed into the #2 2 x 8 Spruce-Pine-Fir wood buck with 1" galvanized roofing nails through the nail fin every 8" on center. Polyurethane was used as a sealant under the nail fin and arouid the exterior perimeter. Test Results: The results are tabulated as follows: Paraggrgph Title of Test-Test Method. Results Allowed 2.2 .6.1 Operating Force 24 lbs 30 lbs max. Air Infiltration(ASTM E 2 3 3) @ 1.57 psf(25 mph) 0.10 cfm/ft2 0.30 cfm/ft2 max r Note #1: The tested specimen meets the €performance levels specified in AAMA/NWWDA 1011I.S. 2-97 for air infiltration. Water Resistance(ASTM 1 547-96) (with and without screen) WTP =6.75 psf No leakage No leakage 2.1.4. Uniform Load Deflection per ASTM E 330 (Measurements reported were taken on the meeting rail) (Loads were held for 52 seconds) @ 15.0 psf(positive) 0.86"* 0.29"max @ 15.0 psf(negative) 0.8111* 0.29"max Note: *Exceeds L/175 for deflection, but nreets all other test requirements. 2. .4.2 Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the meeting rail) (Loads were held for 10 se onds) @ 22.5 psf(positive) 0.01" 0.20" max. @ 22.5 psf(negative) <0.01" 0.20" max. 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 7C lbs Top rail 0.06"/12% 0.50"/100% Bottom rail 0.06"/12% 0.50"/100% In remaining direction at 5 lbs Left stile 0.03"/6% 0.50"/100% Right stile 0.03"/6% 0.50"/100% �j M.pRc/�I 20o2- 01-40351.05 Page 4 of 4 Test Results: (Continued) Paragraph Title of Test- Test Method Results Allowed Forced Entry Resistance pe ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al thru A5 No entry No entry Test A7 t No entry No entry Lock Manipulation Test No entry No entry Optional Performance Uniform Load Deflection Ter ASTM E 330 (Measurements reported were taken on the meting rail) (Loads were held for 52 se onds) @ 45.0 psf(positive) 0.9111* 0.29" max @ 45.0 psf(negative) 0.97"* 0.29" max * Exceeds L/175 for deflection, but meets a 11 other test requirements. Uniform Load Structural p r ASTM E 330 (Measurements reported w.-re taken on the meeting rail) (Loads held for 10 second @ 67.5 psf(positive) 0.14" 0.20" max. @ 67.5 psf(negative) 0.19" 0.20" max. @ 70.8 psf(negative) 0.20" 0.20" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report loes not constitute certification of this product. which may only be granted by the certification rogram administrator. For ARCHITECTURAL TESTING, INC. Mark A. Hess Allen N. Reeves, P.E. Technician Director- Engineering Service.,-: MAH:ba�v 01-40351.05 MI Home Products, Inc. 650 West Market St. P.O. Box 370 (717) 365-3300 • ' ' Gratz, PA 17030-0370 (717) 362-7025 Fax 740/744/3740 SINGLE HUNG FIN & FLANGE IMPORTANT NOTE: When the 744 is sold to Lowe's, it is marketed under BetterBilt eries number 3740. When it is marketed to Home Depot, it BetterBilt Series number 740. • Test Reports • #01-40351.05 (Fin) • #01-40351.06 (Flange) • Installation Instructions - Flange • Sample 110/120/140 MPH Labels I I§WIL61I 46 BLANS EXAMINEn REVIEWED FOX EPODE COMPLIANCE KEEP THIS PLAN 9N J03 MAY 2 Y 2003 Building Zoning In e tion Div-Jax., FL. r Examiner sl atuie License No. AA IA/NWW A 101/I.S.2-97 TEST REPORT Rendered to: MI HOME PRODUCTS,INC. SERIES/MODE 740/744 Oriole TYPE: Aluminum Single Bung Window with Nail-Fin Summary-of Results Title J Test S chnen #1 Test Specimen #2 Test Specimen #3 HAMA Rating H-R3 47 x 89 H-R30* 39 x 90 H-R35* 39 x 90 Operating Force 25l max. N/A N/A Air Infiltration 0.12 fm/ft N/A N/A Water Resistance Test Pressure 5. 0-psf N/A N/A +3 .3 psf +33.3 psf +35.3 psf Uniform Load Deflection Test Pressure -4 .2 psf -34.7 psf -47.2 psf Unifoml Structural Load Test Pressure +5 .0 psf +50.0 psf +53.0 psf_7 g psf -52.1 psf -70.8 psf Deglazing Pzssed N/A N/A Forced Entry Resistance GrE de 10 N/A N/A Reference should be made to ATI Report No. 01-41979.01 for complete test specimen description and data. CITY OF ATLANTIC$EACH _ r 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 07 I I OFFICE:(904)247-5826•FAX NOI:(904)247-5845 BUILDING-DEPT@COA .US `~ 1 BUILDING PERMIT APPLICATION DUVAL COUNTY Nigx. rr�' N p fit' �'"'/!1 w,d1"�. x� xl hh Iu�l`t;t.. .'I. °' (i e?i° u� "r.i�, 3:t�AI'II IT"_ tltl tl�:��`. q p� Q _. a -3 1 SAWO /\Q. Atlantic Beach, FL 32233 , ❑NE BUILDING ❑DEMOLITION &FTSIDENTIAL LOT2BLOCK;2�6SUB DIVISION 60Y111— p J3LM OtIk ❑AD ION ❑CONVERTING USE ❑COMMERCIAL "'n i.) LT TION ❑ACCESSORY BLDG. � I RE PI-fid4a� X�sT� ` C ��c�S 113 REP IR ❑POOL/SPA ❑YES ❑N/A {` l� [ (Ju 13 MCI ❑OTHER ❑NO 17 sr 7 7 _ Iffil Was dN a 9.NAME: 1` 2C p 15.COMPANY NAME: 23.COMPANY NAME: 16.NAME: 24.LICENSEE NAME: E 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 3'y1 srrccD 18.ADDRESS: � 26.ADDRESS: f-7J,1 A4Tte- SE-Rc.t! 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 720.FAX O.: 27.OFFICE PHONE: 28.FAX NO.: 13.CELL PHONE: 708 -'. © n � 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: i .'G , pp a. n ') +.� .x �"� 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 07 34,ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and instal tions 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 v ithin six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commer ced. I understand that separate permits must be secured for Electrical Work,Plumbing,Wells,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accuratand that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referent d building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the buildi official,as required by law. 222 WARNING TO NER: 222 YOUR FAILURE TO RECORD A NOTICE OF COMM NCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR P OPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND PO TED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN F NANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDIN YOUR NOTICE OF COMMENCEMENT. IMMIMM Signed: Date: Signed' Date: Before me this day of 2007 in the county of Before me this day of 2007 in the county of Duval,State of Florida,has personally appeared Duval, State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin b himself/herself and affirms that all statements and declarations are true and accurate. true an J accurate. Notary Public at Large,State of ,County of Notary Public at Large,State of ,County of ❑Personally Known ❑Personally Known ❑Produced Identification- ❑Pro used Identification- Notary Signature: Notary Signature: COAB FORM BLDG01:REVISED:10/5/2007 NOTICE OF COMMENCEMENT Permit No. Tax Folio No. State of Florida County of Duval THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with Chapter 713,Florida Stames,the following information is provided in this Notice of Commencement. 1. Description of (legal description of property and ress if available): 3� t� �© W102��� �- C Psi 2. General Description of improvements: 3. Owner Information: CA PC) Q� a)Name and Address: ` C- b)Interest in property: c)Name and address of simple titleholder(if other than wner): c-*> 4. Contractor(Name and Address): cit. r-Wee- S. Surety Information: a)Name and Address: b)Phone Number c)Fax Number. d)Amount of Bond: 6. Lender Information: a)Name and Address: b)Phone Number. 7. Person within the State of Florida designated by owner up on whom notices or other documents maybe served as provided by 713.12(1)(a),Florida Statutes. a)Name and Address: b)Phone Number.— c) umberc)Fax Number. 8. In addition to himself%h aself,owner designates of to receive a copy of the Lienor's Notice as provided in Sc ction 713.12(1)(b),Florida Statutes. 9. Expiration date of Notice of Commencement(The exp' 'on date is one(1)year from the date of Recording unless a different date is specified: Signature of Ownen Sworn and subscribed before me this 104A day of OCT 20 0 -7 ❑ Known Personally vib Shown: Signature of Notary: h0 a,10 My commission expires: ✓ C Doc#2007321339,OR BK 14222 Page 515, Number Pages:1 kI-.WD-3440TARY USAN K.SULLIVAN Filed&Recorded 10/1012007 at 02:24 PM, Y COMMISSION 0 DD70I752 JIM FULLER CLERK CIRCUIT COURT DUVAL e�It�t n _os,toil COUNTY Fl.NouryDhoauxAcme.Co. RECORDING$10.00 CITY OF ATLANTC BEACH 49WNER / BUILDE AFFIDAVIT �LJ;is�f' 1. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 'CONSTRUCTION CONTRACTING'REQUIRES OWNER/BUILDER TO ACK 40WLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(71,FLORIDA STATUTES: STATE LAW REQUIRES CONSTRU N TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FORA UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE O OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YO MAY BUILD OR IMPROVE A ONE-OR TWO FAMILY RESIDENCE OR A FARM OUTS ING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST F$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT K kY 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 I AW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN vioLA-noN OF THIS EXEMPTION. YOU MAY NOT PERSONME AN UNLICRISED AS YOUR C ACTOR, YOUR CONSTRUCTION MUST. BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONS113R Y TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAKE - LICENSESY STATE LAW AM BY Q9 MUNICIPAL LICENSING ORDINANCES. 11. INJURY LIABILITY; SINCE OWNERS MAY TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WO R'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSU CE POLICY TO CLEARLY PROTECT THE OWNER. Ill. IRS WITHHOLDINGS; OWNERS HIRING WORKERS COME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; O T S OT EMPLOYED N ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5, PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN-OCCUPATIONAL LICENSE-IS T ADE QUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY 'CERTIFICATE OF COMP CY' OR THE FLORIDA 'CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON ISA ENSED CONTRACTOR TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. V.ACKNOWLEDGEMENT;I HEREBY ACKNOWLEDGE 14AT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. ADDRESS PHONE NUMBER PRINT NAME -M ' C4 Alaa,"" ±� /1 11,4 h SIGNATURE 1/� DATE Before me Uft lI day of� -2W7 in Me county o{F dd,has personally appeared herin by hIrrmW/herself 8nd affirms that afi etetarneots and deCkVa9 res true and accura6e. t Notary Public at Large,Stele of L. County of L- SHFAEY L OPAHM 0 y KmmnNo"Pd is-aft d Re" lath it 4/ off- ItE*WF6bw.2W Co mmkol0l1 t DD 51=wpondeo rt> A,NII. CITE' OF ATLANTIC BEACH �} 800 SEMINOLE ROAD J - f ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 � HID INSPECTION EMAIL REQUEST: Building-dept@cgab.us Application Number . . . . . 07-00000923 Date 6/27/07 Property Address . . . . . . 381 SARGO RD Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 --------------------------------------- ------------------------------------ Application desc 6 FIXTURES --------------------------- ------------ ------------------------------------ Owner Contractor ------------------------ ------------------------ CRAWFORD, JESSE J. ASAP PLUMBING CO 381 SARGO ROAD SD SERVICES OF JACKSONVILLE ATLANTIC BEACH FL 32233 P. 0. BOX 16631 JACKSONVILLE FL 32245 (904) 994-6440 --------------------------------------- ------------------------------------ Permit . . I . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 77 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/24/07 --------------------------------------- ------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- --- ------ ---------- ---------- Permit Fee Total 77 . 00 77 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 77 . 00 77 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i u C k-;V3 7 3 �t CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Property Address: rc •� Owner: v i Telephone#: Contractor: Telephone#: Contractor Address: /o. /la Yfo a - 322&Z 'Fax#: In consideration of permit given for doing the work as described in the a Dove statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part I ereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the ost recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, 0 list the building permit number: Re-Pipe Number of Fixtures: / Bath Tubs Showers / Closets Shower Pans Dishwashers ! Sinks Disposals Urinals Floor Drains l Washing Machine Lavatory Water Sewer / Water Heaters Other Fees Permit Issuing•Fee: $35.00 Total Fixtures: X$7.00 + $35.00= 800 Seminole Road.Atlantic Bea h, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904) 247-5845 http://www.ci.atlantic-beach.fl.us CITE.' OF ATLANTIC BEACH } 800 SENMOLE ROAD -- ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033363 Date 6/27/06 Property Address . . . . . . 381 $ARGO RD Tenant nbr, name . . . . . . INSTALL CU & AHU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ --------------------- --- CRAWFORD, JESSE J. OCEAN STATE HEAT & AIR 381 SARGO ROAD 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------- ---------------------- ------------- Permit . . . . . . MECHANICAL PERMIT Additional desc Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged P4id Credited Due ----------------- ---------- ---------- ----- ----- ---------- Permit Fee Total 79 . 00 79. 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 i i i i PERMIT IS APPROVED ONLY IN ACCORDANCE WrM ALL CITY OF 4TL4NTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. f CITY! OF 4&r,*& Bea134-0;&tea Office of Building Official REQUEST FOR INSPECTION �� Date 0 Permit No. Time �_ G` A.M. District No. Received f Job Ad ass l locality Owner's Name Contractq� _ BUILDING C CRETE C EL-MTRICALS PLUMBING MECHANICAL Framing IJ Footing C3f q—ff Rough ❑ Air.Cond.& ❑ Heating As Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Fire Place ❑ Lintel ❑ Pre Fab INS ION A.M. Mon. Thurs. Friday P.M. �s Inspection Made r V Inspector �..,_ Final spection Certif icate of Occupancy �tJC �.4SF C I FO 12 D_T l;c�e Date s 4125 DEPARTMENT O B 111WNG CITY OF`ATLANTIG- MACH" i -� pE INFO LOCATION " 1UPORKAT`ION * Nu r Ad re*si 3,8i 4ARE .1 ROAD fi , t ri f RA CAL ." ATLANT C � FLORIDA t�A . C�A4 ;of W�►�°�� N ��� -- � -� LECIAL..�"T?ER �k1i'TIt�N , t> � 'Types6 FRAME , L<� z R� 3s`�� Section a red Use s St GL F`AA i LY �"4�rsns�sbi p►z Rua l I3 " 1Liln+�a s 0, odes �? � divis ions ti-sited Value Is $0.00 iss�rr�v. Cst s ! 00. 40 Total >��ra s i 047.' 00 A�+ou X49. 00 i1�tt 9131�1 ►s ^1r t s x ss T`RAL HEAT' AND AIR •iw,.... ....i[ �"�' ENATION 'rN+"+sx"�.'ryr tw is '"' A0 LICAT IQN. F VES °t +��I{ PGMIT Add ' ill ` "ROAD, WATER , 1 ,,T FEE � $0.0 P C , FLORID 3 E� 1� �kC '1EE Eta. 14 RAD . 'ON I FSC# ENAT'ICN RA 109 "i As — 5% 0U. - N �` aE �r _...._ rER TAS. ; $O. �. . SEwE . b. *1 FLORIDA 3223r. #iY1�RAU1L. C , 1ARE *Oa0b 'Type J 3 �E�iNE ` CT`,`�'E Wit?.C7� SE *0 ' i l 9, � I NOTICE;.-ALL COfNC.RE'[tfOftMS AND FOOTINGS M ST BE INSPECTOO BEFORE URiNG PEAMIT VON}SIX MONTHS AF ER DAMOF S 40ILDING MATER AL,.RUBa SH"AND bt8RIS FROM THIS WORK ST NOT BE PLACEC?iN PUJkJlC SPACE,AND M ST BE :EAREI UP ANt HAULED AWAY 8`�EIt HER CONTRACTOR OR NER a f f ► . ► w�TH TIDE MESH NICSI��.�EN ►S CAN RESU IN PI C PI R'T�f '11�f i`PAY MG TWICE C?R BUI ,C 1�tC 1111 n .. t UEfl"ACCORDING TO AI PRt3VE -PLANS WHICH ARE PART F THIS PERK�T AND SUB.I0,CT T ' CAT Y NOF AA IcABLEs RO1/iSlt Ns OF LAW. 1p t AT .ANT`ICSEACH, UILDiNG ..EPART' NTTi 10, Ui- z g k 1 ( e s t s i _ i3 f s P j illy k yy" i 3b Ott i P f �." t} sp E XE - iii �tit r�a a gTMug"', { ,f 1 Wff BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA. 32233 �--- APPLICATION ICOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, il, III, and IV. LOCATION Street Address: OF Intersecting Streets: Between_ ,_—.__ And BUILDING Sub-division .— II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the abcvr statement we hereby agree to perforin said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Cotractors Contractor (Print) �� Mahar Name of Property Owner A Signature of Owner S' ure of or Authorized Agent Are ifect or Engineer 111. GENERAL INFOR 10 A' Typo of heating fuel: E3.! IS OTHER CONSTRUCTION BEING DOO)I£ON Electric THIS BUILDING OR SITE? ® Gas—❑ LP ❑ Natural ❑ Control Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT i ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK / (Provide complete list of components on back of this form) ? Residential or ❑ Commercial fHeat [3 Space [3 Recessed Control O floor El New Building Air Conditioning: [3Room Im Central j Existing Building Duct System: Materia L dThicknesx.L� [ Replacement of existing system New installation(No system previously installed) Maximum capacity ----__ c.f.m. Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity - - 9-pi". C❑ Fire sprinklers: Number of head i ❑ Elevator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pump• (number) (Rao— CI Tanks_ (number) Remarks ❑ LAG containeK (number) i ❑ Unfired pressure vossel Permit Approved by De+� ❑ boiler b Other -- Specify I Permit Fe- LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT eacc!! C' wdty A revin� Number Units Description Model Number Manufacturer (sapp ) N i 12- HEATING 2HEATING • FURNACES, BOILERS, FIREPLACES Capacity APPi'aVIIIIIII9 lia'umber Units Description Mo4el Number Manufacturer (BTU) / ,0`1- _�c I al CL Vic' i TANKS Now Many NconiW Capacity Type Liquid Name of Serial AP$rO` g and Dimensions Contained Manututurer No. Agency '�. r CITY OF ATLANM�f BE ACH, FLORIDA �-� ----- APProwdb_y— APPLICATION FOR ELECTRICAL RERMIT TO THE CHIEF ELECTRICAL INSPECTOR: 2 "" DATE:_.,, — _____--____�19 5�/ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOIN THE WORK AS DESCRIBED IN THE FOLLOWING W HEREBY AGREE TO PERFORM SAID WORK IN ACCORDA CE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WIT THE ELECTRICAL REGULATIONS, CODES AND CITY S, ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM- MASTER »�, r c MASTER ELE 1 JAN SI NAME. r� zu RFD BOX_,_,_, BLDG.SIZE BETWEEN: RES. APT,( 1 COMM.( ► PUBLIC( 1 INDUS.I 1 NEW( ! OLD �- REW.( ) ADDITION ( ! TRAILER ( ► TEMP.( ) SIGNS ( ) SD.FT. SERVICE: NEW( 1 INCREASE REPAIR ( ► FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH ORBREAKER U 0 AMPS PH W 2 VOLT q EXIST.SERV.SIZE 00 AMPS l PH WS�� VOLT ACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED 0.30 AMPS. OPEN TOTAL SWITCHES 31.100 AMPS. INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES AIRBELL TRANSF. M.PCONDITIONING COMP MOTOR H.P.NG RATING OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 MOTORS M.P. VOLTAGE PHS OVER NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. Ov R 600 V. NO. KVA NO. KVA EACH SIGN NO.NEON TRANSF. NO. VA. MA. MOTOI SIZE SWITCH fLASHE FORWARD ED $ _/5`�-- TOTAL FEES L{ �-o f