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HomeMy WebLinkAbout109 Candlewick Ct 17-385; BACK DOORECEIVEDFEB62017 er.- Q , CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLIICATIO Application No: _ ! ?' 3 O Documented Construction Value: S t(02R Joh Address: l Dq la(-k6l2 t,,t,CV Historic District: Yes No Parcel IU: (A <S6sjg taco t QpS Residential go Commercial Type of Work: Nets• Addition Alteration® Repair Demo Change of Use Move Description of Work: REPLACE - fp _ t , flan Review Contact Person:MEGAN CONSTABLE Title: AGENT Phone: 352-300-3360 Fax: 352-861-7587 Email: PERMITSPLUSLLC a@GMAIL.COM Property Owner Information Name T X N t t kc\*b t'l Phone: SSoi 1 3!S — s9co Strait: I CA C nc\6C k k \(- C Resident of property?: YES City, Slate' Lip_ShI A 32 Name LOWES - PETER A CAFARO Street: PO BOX 781933 City, Slate ' Lip: ORLANDO. FL 32878 Name: N/ A Street: City, St, Zip: Bonding Company: NIA Address: Contractor Information Phone: 352- 300- 3360 Fax: 861- 7587 Stale License No.: CGC1508417 Architect/Engineer Information Phone: Fax' E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILU1 :'1'O RECORD A NOTICE; OF COMINIENCEMFIVl' MAY RESULT IN YOUR PAYING TWICE FOR IMPROVE,XIENTS TO YOUR PROPERTY. A NOTICE OF COiNIt%%IFNCEi*IEN'I' MUST BE RECORDED AND POSTED ON Tim JOB SITE BEFORE TIIE FIRST INSPECI'ION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIT11 YOUR LENDER Olt AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF coma%iRixa uvivr. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance or permit and that all work will be perfonned to meet standards of all laws regulating construction in this jurisdiction. I understand that it separate permit must be secured for electrical work, plumbing, suns, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. F11C 105. 3 Shall be inscribed wills the date of applicutiun and the code in effect its Of that date: 51r' Vdltlon (2014) Florida ltullding Code Rcviwd: June 30. 2015 Permit Applieution ") 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 mtarnganent distrim state agencies. or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law. FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed eonimct is required in order to calculate a plan review charge and will be considerod the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in a feet at the time the permit is issued. in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actml construction value. credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Pl' 4 ba signatm of oamertAgm Date signalm art err re a Da ` I , MEGAN CONAZI Print 0wmdAVw*s Name Prue siren w ormoary-suit er nwX ow Agput s Now of Ftwwa Duo CHRISTY M GALAS MY COMMISSION #FF049697 d= EXPIRES September 29, 2017 Owner/Agent is Personally Known to Me or Contract oi+leK 53,9i,.'.0k'""' Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: N of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No N of Heads Fire Alarm Permit: Yes No APPROVALS: Z0NING:3Q2 Z`l.•l1 UTILITIES. WASTE WATER: ENGINEERING: FIRE: A 1 COMMENTS: BUILDING: • Ig- Revised: rues w. 2ot $ Permit AP0=6ee ok a o Fo 0 0 M 9 0 u1 ti a-• I- 0. 0 STORE COPY this Contract below, Customer acknowledges receipt of this notice and agrees and understands that the Price includes these costs which may not once the Installation Services are performed.. NOTICE OF ARBITRATION AGREEMENT This Contract provides that all claims by Customer or Lowe's will be resolved by BINDING ARBITRATION. Customer and Lowe's GIVE UP THE RIGHT TO GO TO COURT to enforce this Contract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lowe's and Customer's rights will be determined by a NEUTRAL ARBITRATOR and NOT a judge or jury. Lowe's and Customer are entitled to a FAIR HEARING. But the arbitration procedures are SIMPLER AND MORE LIMITED THAN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court order and are subject to VERY LIMITED RE- VIEW BY A COURT. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS AC- TION ADJUDICATION found in the Terms and Conditions of this Contract. TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES where applicable SUB -TOTAL $1628.44 TAX S 0.0 ORDER TOTAL 1 $1628.44 BALANCE DUE Work is to commence upon reasonable availablity of Contractor which is anticipated to be _744 [fill In date). Estimated completion date is _ 7®Q fill in date). NOTICE TO CUSTOMER All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation necessitated by detective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom- er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE. NOTICE TO OWNER: -ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001- 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON- TRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF Store 1657 Project No. 496521234 for EXIE MINTON Page 3 of 7 IMPROVING HOME IMPROVEMENT P. O. Box 781993 Orlando, Florida 32878 Phone: (407) 393-9161 Facsimile: (407) 407-393-9151 Limited Power of Attorney Date: S5 1 To: Building Dept. From: Peter Anthony Cafaro Ill I hereby name and appoint, Megan Constable, Gregory Galas, Naomi Mason, Anne Romano, Donna Malvar, Joshua Galas, Alivia Terriaca, Michaela Spena, Phillip Romano, or Sabrina Sierens, a permit service for Lowes Home Centers, to be my lawful attorney in fact to act for me to register my license and apply to: JI 0 PS( C fora permit forwork to be performed at: Lot: k0QC % Blk: _ Sec: Twp: ` Rge: 0 Subdivision: or Altkey:`socl Omw OOS Address of Job: 1y A 0aD6 e W" C Owner of Property: and to sign and do all things necessary to this appointment. Thank you for your as nce. Sincerely, Peter Vthony Cafaro III Prim, slry State Qualifier CGC 1508417 State of Florida County of Orange The foregoing instrument was acknowledged before me by Peter Anthony Cafaro III, who is personally !mown to me and who did not take an oath. /% Sworn to and subs ed fore me this day of 2017. Notary Publi My Co m fission Exp' 9/29/2017 " "r o •.. SEAL CHRISTYMGALAS [SEAL) MY COMMISSION #FF049697 EXPIRES September 29, 2017 407) 398.0193 FloridallolaryService.com RECORD COAy City of Sanford Building and Fire Prevention Product App 1 7 - 385 Permit # Project Location Address (uA P-DING\ SA,Rr, ORD cation Form As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuild ing.or4. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swingingee Sliding Sectional Roll U Automatic REVIEWED R CODE COMPOARCEE Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed A PERMIT ISSUE SHALL BE AwninNSEE gT IOLATE, CANCEL, ALTER OR SET Pass Through ASIDE ANY OF TH PROVISIONS Projected THE BUILDIN OFFICIAL FROM THEREAFTER Mullions REOUIRINGACO R OR V1060101SIS Or- THIS CODE Wind Breaker eeNST- RUGT49 Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Ile s -• 11' Professional Regulation r BCIS Home i Log In I User Registration i Hot Topic Submit Surcharge : Slats & Facts ( Publications i FBC Staff i BCIs Site Map i Links i Search pOflC ® Product Approval USER: Public User Product Approval Menu > product or Anollcation Search > Application List Search Criteria Code Version 2014 FL# 12509.3 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL C-. -6 0—.10. - A —II - fl— FL# Tyne Manufacturer Validated By Status FL12509- Revision ELD-WEN FL*: FL12509.3 National Accreditation & Management Institute Approved u History Model: Finishield/Gladiator 804) 684-5124 Description: 12'-5" x 6-10", Glazed Steel Wood Edge Outswing Door with Sidelites Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies npproveo oy vorn. npprovar> oy VDrn anmr K revrewea ano raurreo rry .tie rVa- anorvr .tic wmmr»ryn n ncca>ary. contact us .: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida is an WEED employer Coovricht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 it), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F S. must provide the Department with an email address if they have one. The emails provided may be used for olfklal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: o'er Credit Card Safe JELD WEN© FINISHIELO/GLADIATOR STEEL DOOR, WOOD EDGE GLAZE012-04-6 OUTSWING DOOR SYSTEM 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE: INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM E331-00 AND ASTM E330-02. 2. 2X AND I WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE 1, PAGE 1. 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED FOR DOORS AND SIDELITES. 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING. INCLUDING OVALS. SUNBURST AND ROUND -TOPS. ALSO INCLUDED ARE INTERNAL AND EXTERNAL GRID, BLINDS BETWEEN GLASS, EXTERNAL WROUGHT IRON AND DECO, 7. SCALE BASED ON I lx17 SHEET SIZE. 8. ALL I d 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. DOOR LEAF CONSTRUCTION: FACE SHEETS: THE FACE SHEETS ARE GLUED TO THE CORE AND SUBSTRATE WITH LMC ADHESIVE. CORE DESIGN: THE CORE CONSISTS OF 1-1.25 POUND DENSITY EXPANEO POLYSTYRENE(EPS). PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 25-GAUGE (.018' MINIMUM) GALVANIZED STEEL. THE FACE SHEETS ARE BENT 90' OVER THE 1.688' X 1.0' LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS 38.400 psI.THE 1.688'X1.203' BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25-GAUGE (.018' MINIMUM) STEEL. THE WOOD LOCK BLOCK IS 1.688' X 3 1/8' X 12'. FRAME CONSTRUCTION: THE FRAME JAMBS d HEAD ARE CONSTRUCTED OF WOOD. THE SILL IS COMPRISED OF A NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM CLADDING. CORNERS ARE COPED. BUTTED. d SEALED USING SILICONE. THE HEAD AND SIDE JAMBS ARE FASTENED USING FOUR 16 GA. 7/16' X 2' STAPLES PER CORNER. THE SILL AND SIDE JAMBS ARE FASTENED USING THREE 16 GA. 7/16' X 2' STAPLES PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED THROUGH THE HEAD & SILL USING THREE M8X2.1/2' SCREWS PER END. A 3W HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAI AND THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED USING TWO #6 X 1 1/2' SCREWS TO RECEIVE THE TOP AND BOTTOM ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO THE FRAME USING FOUR 16 GA. 7116' X 2' LONG STAPLES PER STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY 3 THE FIXED PANELS / FRAME JOINERY ARE SEALED AT THE EXTERIOR USING 1199 SILICONE. MATERIAL PROTECTION 1. ALL LATCHILOCK AND HINGE HARDWARE 148 1/2' MAX OVERALL FRAME WIDTH TO BE OF CORROSION RESISTANT MATERIAL OR CORROSION RESISTANT COATED. 37 1/4• MAX. 74' MAX. 2. ANCHORING COMPONENTS MUST MEET THE FRAME WIDTH DOUBLE FRAME WIDTH CORROSION RESISTANT STANDARDS AS IDENTIFIED IN THE FBC. 35 314' MAX' 72 1/4' MAX, PANEL WIDTH DOUBLE PANEL WIDTH J ` SEE DETAIL A P YIJOTE 6 P ! SPEE7 6 NOTES: 1 - ALL VIEWS FROM EXTERIOR. 2 - MULL POSTS 3 DOUBLE BACK = JAMBS ARE INTERCHANGEABLE. SEE OPTIONAL CROSS SECTIONS) 3 - SURFACE BOLT NOT REQUIRED FOR j APPLICATIONS REQUIRING DP45 OR O LESS. 4 - MASONRY AND CONCRETE INSTAL- 9 NOTE LATION DETAILS. o 5 - POSITION AND NUMBER OF c ANCHORS IN HINGE JAMB, LATCH m NOTE JAMB OR SIDELITE JAMB WILL BE THE SAME REGARDLESS OF ROUGH o OPENING TYPE. FOR HORIZONTAL CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET 8 FOR DETAILS. 6 - FOR VERTICAL ANCHOR IN I BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 6 FOR DETAILS. 371/4• MAX. FRAME WIDTH 35 3/4• MAX. PANEL WIDTH 21 1/8' ofv21 11W 21 1/8' v 21 1/8' MAX. O.L.O. MAy/ 0.}.0. D. O. MAX. O.L.O. Ci xL9 WIDTH PADTH WIO 26 WIDTH O Z o a t J NOTE 0 25 rn NOTE 2 N 2 r r r FIXED -- I INACTIVE ACTIVE FIXED I ASTRAGAL-' OTE 4 SURFACE BOLT OTE 4 MULL POST SEE NOTE 3 SEE DETAIL B SHEET6 DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE OVERHANG IS NOT USED WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED WITHOUT SURFACE BOLTS WITH SURFACE BOLTS WITHOUT SURFACE BOLTS WITHOUT SURFACE BOLTS WITH SURFACE BOLTS POSITIVE 45 55 30 POSITIVE 45 55 NEGATIVE 45 55 1 45 1 NEGATIVE 45 55 JAMB MULL POST QUAD UNIT (OXXO) SCALE: 1/2'=1•-W OUTSWING NON -IMPACT) TABLE 1 ILE OF CONTENTS NOTE: UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) DESCRIPTION RATIO .OH LENGTH/OH HEIGHT IS EQUAL TO, OR GREATER THAN, 1.0 CD n t] 0 J of0DO U CC JzOQ M Z W W 00 LU Y = a0 M th W _JY 0_ Digitally signed by Hermes F. Norero, P.E. OSS F.trrO,r Reason: I am approving this men[ e 2015010714:55:55-05*00' 1—o"LDCM —{ _ PO : 7 - HERMES F. NORERO FLORIDA P.E. NO.73770 p :• T T 390 E. DANIA BEACH BLVD. o" O SUITE 338 Darr ••.......• G- DANIABEACH, FL 33004JW A; ?FBPE CERT. OF AUTH. N0. 29578 m N vs o U me o"TE: 8112/ 08 sine AS NOTED owe e'• WBD S. FREY rr. E._ 112: N 117 MAX. OVERALL FRAME WIDTH 37 1/4' MAX. 37 1/4• MAX. 37 1/7 MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH 35 3/4• MAX. 35 3/4' MAX. PANEL WIDTH PANEL WIDTH OTE 6 NOTE 6 SEE DETAIL, SHEET6 r r 21118 21 1/8' 21 1/8• MAX. MAX. uj D..OL O.L.O. O. O. WIDTH WIDTH WID O C wx Ov Lu NTEiNOTE4Lcl 4 m 0 NO E 2 NOTE 2 m NOTE n NOTE 5 Y m r r r FIXED FIXED ACTNE 1 FI 111/4' MAX. OVERALL FRAME WIDTH 37 1/4' MAX. 74• MAX. FRAME WIDTH FRAME WIDTH 35 3/4• MAX, 36 3/8' WITH 35 3/4• MAX. PANEL WIDTH 11 ASTRAGAL I PANEL WIDTH F 21 118•' c7 MAX. _ w O.L.O. WIDTH w O iNOT m n NOTE 5 NOTE 2 Pio p/ Faeo OTE 4 NOTE 4 SEE DETAIL B MULL POST SHOWN OBL-BACI MULL POST SHOWN SHEET 6 JAMB MULL POST OPTIONAL DBL-BACK JAMB MULL SURFACE BOLT OTE 4 POST OPTIONAL SEE NOTE 3 112' MAX. OVERALL FRAME WIDTH 37 1/4' MAX. 37 1/2' MAX. 37 1/4' MAX. TRI UNIT (OOXI OR (XOOI FRAME WIDTH FRAME WIDTH FRAME WIDTH SCALE: 1/2• =i'-0• 35 314• MAX 35 3/4' MAX. SEE DETAIL A PANEL WIDTH PANEL WIDTH SHEET6 OTE 6 NOTE 6 r 21 IlW iO MAX. D.L.O. WIDTH O NOT mom. 0 NOTE 2 u NOTE P VNOTSEEDETAILB SHEET6 SURFACE BOLT SEE NOTE 3 r 21 1/8' 21 1/8• r IN:IN A:CTIV7(_l,,ACTNE ASTRAGAL OT SURFACE BOLT SEE NOTE 3 SEE DETAIL B SHEET6 TRI UNIT (OXXI OR(XXOI SCALE: 1/2• =V-0• SEE DETAIL A SHEET6 O p J cc m O U Q a zo-Jm Z LU LL 042 x LU y oD 35aao~ o= QG L®7J Z IjmJ= x a VOTE 4 se a NOTE 5 I ^ 4 21 1/8' r 21 1/8• NOTES: MAX. 1 - ALL VIEWS FROM EXTERIOR. 0. O. D.L.O. 2 - MULL POSTS d DOUBLE BACK JAMBS ARE INTERCHANGEABLE. WI01 WIDTH F (SEE OPTIONAL CROSS SECTIONS) p x 3 - SURFACE BOLT NOT REOUIREO FOR APPLICATIONS REOUIRING o tu OP-45 OR LESS. 4 - MASONRY AND CONCRETE INSTALLATION DETAILS. 9 w 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, i a LATCH JAMB OR SIOELITE JAMB WILL BE THE SAME NOTE 4 tO a REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTALO n CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, NO 2 D SEE SHEET-8 FOR DETAILLS. 6 V IX BUCK OPTION IN i I MASONRTIY'bNGRE $SHEET 6 FOR DETAILS. ACTIVE 11 FIXED QftNOTE 4 MULL POST SHOWN - TRI UNIT (OXOI OBL-BACK JAMB MULL SCALE: 1/2• =1'-W POST OPTIONAL 15TIt T P. 2u 10NA1 HERMES F. NORERO FLORIDA P.E. NO.73778 398 E. DANIA BEACH BLVD. SURE 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTH. NO.2M wW Oweao o0z w 3y O Job Q WOO w aoK °° w41J y IL HLu N N V yGrc a w o Z o: C7 a 8/12108 E AS NOTED er WBD sr S. FREY wm No_ JW 122008 eEr 2 OF 14