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HomeMy WebLinkAbout207 Bristol Cir; 17-2572; FRONT DOORON CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: J 1), JS rJON— Documented Construction Value: $ 573, 1,L Job Address: 20 Historic District: Yes No Parcel ID: Cj-1-2Q gC) Residential ® Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: T-E-VA.A XI 5-r 1JC-1 E- 2p1 J-r E-Z Oo 2 Plan Review Contact Person: -)t4q Title: Phone: 1-"R 15< Fax: Email: Property Owner Information Name J N J(4 ,s L_ntJ Phone:40-1-' Z>n- 2 9q? Street: Za l C:1'iL Resident of property? City, State Zip:SNJFC VL-5Z-1-] 3 Icy- r-, Contractor Information Name ir_ 1.5i'F1? Phone4m- 5 _;SL- SCE`' Street 6 Fax City, State Zip:J_L1 Z, mil_ 3221 State License No.: I(g i-l—I Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: ,31 P Address: Fax: E-mail: Mortgage Lender: III Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. R Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code tRevised: June 30, 2015 Perms Application _ NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. 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 contract is required in order to calculate a plan review charge and will be considered 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 effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual 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. 3 ri Signature of Owner/Agent Date atur.ntr or/Agent Date C II 1 L7 Jt,-,AJ 1..nP_ E-i Q, CA F(4YZC Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Co racto Agent's Name Signature f try -State of Florida Contractor/Agent is Produced ID TyI 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: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application STORE COPY INSTALLATION SERVICES CUSTOMER CONTRACT - MWORK - INT/EXT/PATIO DOOR LOWE'S OF SANFORD, FL, STORE 4 1657 -STORE PHONE: (407) 430-4060 3780 S ORLANDO DR SANFORD, I FL. 32773-5614 SALESPERSON: IRIS JACKSON SALESPERSON 10: 1187329 Document Print, Date, 08/0.1/2017 This is only a Quote for the:m&chandise and services printed below, This becomes an,agr Ieement upon payment and issuance of'a Lowe's receipt, upon which the entire agree- ment, including the specifically c ornpleted.pages of this document, the Terms.and Conditions included with, this document, the applicable portion(s) of Lowe's receipt, and any other addenda or attachments hereto, shall be referred toherein as this 'Contract," PLEASg READ THIS ENTIRE DQrUMENT. INCLUDING THE "TERM,5 AtID CONDITIONS," 13EFORE SIGNI!jg. Lowe' s Registration or Contractor License Number / Lowe's Contractor Name Florida. Contractor License Nurhbibr CGC! 508417 Customer Name Home'Phone S JOHN ENSIGN 40-3213-8998 0 Customer Address Other Phone 207S BRISTOL CIR L City State Province Zip I.Posta[Gode D SANFORD FL 32773 Installation Address T 207.S BRISTOL,CIR Installation City installation State/Province Installation Zip/Postal Code SANFORD FL 32773 DISTRIBLIT[ .- CITY 3 ice $ INSTALLATION DESCRIPTION Stockor SOS. Stock Door Type: Exterior Select Location,,.* Front Door SOect.'New Door: Single Pre -hung Store 1657 Project No.,.51.5057724 -for JOHN ENSIGN Page 1 of 7 STORE COPY Hardwood (Mahogany or Oak); Door: No Hidden Damage Description: None Install Specialized Mortise Hardware.: No Total Linear Feet of Custom Trim to be Installed: 0 Customer Understands Scope of the Project: Yes Who Will Obtain Permit: Third Party Additional Miles Traveled over 20: 0 Local Disposal Fee -: Yes Other WorkCharge Yes Lead Safe Practices No Side Lights or Transoms : No Number of additional holes bored for accessories , None Install Storm Door.: No Deliver Door: Yes Permit Required.: Yes Permiffee: Yes Bring Up To Code Description None Describe Other Work Needed Change out locksel on garage door (customer has locksets at the house) Comments: No Comment Additional Specifications. Notation: Lowe's will not make structural rovoclifications, paint or stain or removo/rei , nstall security system equipment. Customer is responsible to advise if 'prop- er, tyis governed by Historic,Qistric.t. Regulations. Additional Specifil-catiotis. Federal law requires Lowe's to provide you with the pamphlet hletRenovate Right: Important Lead Hazard Information for Famd&s, Child Care Providers and Schools. By signing this: Contract' Customer acknowledges having received *c py oof this pamphlet.,before work began informing Customer of the potential risk of the lead 'hazard exposure. from renovation activitv,to.be S dwelling unit, ormed, ilh:Custbrner' perIPHOTO RELEASE,- Customer grants to Lowe's and Lowe's employees and independent contractors the, right to Jake photbgraghs of the Premises where In- st8liali- on Services will,be performed and all work, performed at the Promises related to this Contract, and irrevbcably.grants,to Lowe's all right, title, interest in and, to the photographs for usein all markets. and media, worldwide, imperpetuity. Customer authorizes Lowe's to copyright, opyright, useand publish the: photographs in print and/ or electronically, -and -agrees,that Lowe's may: use such pho t not Ii t, d photographs;foranylawful,,purpos ing, but n mi ed to, marketing, advertising, publi- city, illustration, training and "Web content. Byinitialing ,herei Custorneragrees to the fioreaoing. [Cpstomer to, initial to the. left), NOTICE TO. CUSTOMER - PRICE CALCULATIONS-. In order to,"properly perform the, installa ri of certain Goods, the Contract Price may include more Goods than actually Will be instal led ba.SO on the measured square. footage of the Project Area. Asia result', the parties agree that the lump -sum Price stated in this, Contract i S calculated upon, both'thd , value'bf'the estimated Goods.r6ciuirbd to fultill the Contract fincludina I waste). which may exceed the actual sauare this-Contract,beto - w.,-CUstomer-acknowJedges-,r.eceipt-of-.th.isnolice-and-agre.es-andundpfstanos-tlhat,.the-Ptice-iholudesihese-=Is once,thL-'.Installation , Service's,ar6 p6rformed.l NOTICE, OF ARBITRATION` AGREEMENT This Contract provides that all .claims.by"Custorner or Ldwe`,s'will be resolved.by.BINDING ARBITRATION. Customerand Lowe's GI TO COURT to enforce e. this. Contract: (EXCEPT for matters that may be taken to SMALL CLAIMS -COURT): Lowe's'and Customer!s a NEUTRAL ARBITRATOR, iand NOT a,judge or jury. Lowe's and Customer are entitled to a FAIR: HEARING. Rut the,,arbit ration pro( MORE LIMITED THAN. RULES APPLICABLE IN COURT. Arbitrator de,'cisions,are as enforceable -,as any court, order and are sub C VIEW BY AOURT.:FOR. MORE "DETAIL& -Review the section ctidn tilled ARBITRATIONAGREEMENT, WAIVER OF JURY TRIAL AN Store 1657 Project No.,51.5057724,.for JOHN ENSIGN E UP THE RIGHT TO GO hts. will be determined by dure.s are SIMPLER AND ct to VERY LIMITED RE - WAIVER OF CLASS AC - Page 2 of 7 STORE COPY TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES A I *TAX I $ 0.0,01 I ORDER TOTAL 1 $513.94 Work is,to comrrence-:upon reasonable availliblity of Contractoror which is anticipated to be- Z l fill in date), Estimated completion date is /9' [fill in datel. NOTICE TOCUSTOMER All items. listed .,in this contracton thiscontractform. This. a3SL necessitated by defective subs er. DO NOT SIGN THIS CONT BELOW, YOU ARE ACKNOWt THIS. CONTRACT. YOU ARE E NOTICE TO OWNERI-A( nstalled under conditions agreed upon at SING THAT YOU HAVE READ., UNDE,ASTANG AND.AGREETO THE TLED TO A COPY OF THIS CONTRACT AT THE; TIME OF SIGNATUF CORDING TO FLORIDA'S CONSTRUCT R , 10 WORKONYOURPROPERTYOR: F IGHT TO ENFORCE THEIR CLAIM FOR UCTION LIEN. IF YOUR CONTRACTOF NTRACTO,RS,: OR MATIEFIIAL-SUPPLII RTY FOR PAYMENT, EVEN IF YOU HA CONTRACTOR, YOUR CONTRACTOR nr% %J^ j IM ^J'%m is rr% r%f-.e%^l " of purchase and at the price appearing a labor or material incident to installation ices, to be billed at extra cost to cu , stom- NS OF THISCONTRACT.. BY SIGNING 1-5: AND CONDITIONS SET FORTH ON RACT THAT BEFOREANY PAYMENT IS M. EN RELEASE OF LIEN FROM ANY PERSO FLORIDA'S CONSTRUCTION LIEN LAW IS Store 165.7 Pro, iect,No..515057724 for, JOHNENSIGN Page 3 of 7 STORE COPY Lowe's Home By. (Seal) Print Name: 7,- 1 Address 1; 1? 7 City State Province Zip 1 Postal Code - Customer,acknowl.edges receipt ofa—true copy whi at any time prior to midnight on 11 the. third .basin this. right date of Seal) Ovine J Print Name Co- bwner or Witness {seal) Print Name r to Qustotrner!s execution hereof. You the customer may cancel this transact transaction. See the attached Notice of Right 10 Cancel for an explanation Store 1657 Project. No. 51.5057724 for JOHN ENSIGN Page 4 of 7 SEMINOLE COUNTY MULTI JURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 5-12-1-1 I hereby name and appoint: C-AE.LNrA VLU).JE an agent of: Lnu>t`_ ! E atJT Name of Company) to. be my lawful attomey-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 All permits and applications submitted by this contractor. Or The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder State License N Signature of Lic STATE OF FLORIDA COUNTY OF SEWN)OLE The foregoing instrument was acknowledged before me this 1 Z day of MA4 20 t 7 , by _ P >rS-W- CAS FAIe who is Cy'personally known to me or who has produced and who did (did not) take an oath. Signature of Notary pw,, AKELA DAVIDSON Notary Public State of Florida W Commission #F GG 021708 Ig Aug 15, 2020 0 86nae0 Now Notary Am. as identification V%QrjA hayidson Prrnt or type Notary name Notary Public - State of F L Commission No. _ GC-4 02-1709 My Commission Expires: Os/15/2020 RECORD Copy City of Sanford Building and Fire Prevention Product Approval Specification Form LDING 17-2572 Permit # Project Location Address SANFpRD FPAF2 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.floridabuilding.org. 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 Swinging t - ' Sliding e L Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement PLANS EXWINER Double Hung DATE Fixed Awning Pass Through SANFOP D BUILDING DIVISION Projected A PERMIT ISS D SHALL BE CONSTRUED TO BE A Mullions LICENSE TO PRC CEED WITH THE WORK AND NOT AS ALTER OR SET Wind Breaker AUTHORITY TE ASIDE ANY OFT VIOLATE, GA GEL, E PROVISIONS OF THE TECHNICAL Dual Action CODES, NOR SH LL ISSUANCE OF A PERMIT Other REOUiRING A ORRECTION OF ERRORS IN PLANS, GUN5IHUUI1UN UH MURI IUNJ Ur I HI, UUM June 2014. Category / Subcategory Manufacturer Product Description Florida Approval # including 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 1-U-C-FA 0--Qta,,)4q 2)V, C44- F(Wn IHERMAITRU THERMA TRUDOORS 1 I B INDUSTRIAL DR.,. EDGERTON. CH 4351 7 Fiber -- Classic" and "Benchmark by Therma-Tru" 87 SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W( & WlOUT SIDELiTES INSWING / OUTS WING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 105. 5U' MAX. OVERALL. FRAME' WIDTH - t 2 3 5 5 5 Ir 11 I1. TT IC T J1 II , I li ft:, I. I 1 1 F I I I 1 L li cam.. V._]II_: 1. This product anchoring drawing has been developed in compliance With the 5th Edition 2014) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shall be as listed and spaced.as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 1 Wood screws shall be installed following instaliationlristructions of ANSI/AF&PA NDS 2012. All other fastener types to be installed following fastener manufacturer's installation instructions. 4. Fastener embedment depths, edge distances and center -center distances shall be as specified by the fastener manufacturer but in no instance shall they be less than shown in this drawing. 5. Where shims are used, they must be a'Yigid / stiff" material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with this drawing shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. TABU OF CONTENTS SHEET t DESCRIPTION I Typical elevations, design pressures & general notes 2 Buck anchoring 3 Frame onchoring 4 Frame anchoring & gilt of materials 5 Horizontal & vertical cross sections 6 1 Vertical cross sections 68. 57 MAX: OVERALL WIDTH- 1 2 3 5 5 5 11 i( I I II II II I.:, 11 it11 11 II I., II II II II II II II II I II tl 1 11 ' f it I! If . 11 11 I,1 II 11 I 1 Ir II I..I I I II II i I I t 2 3 4 5 6 t 2 3 4 5 6 6 A, 6 A, 6 6 6 6 6 6 6 6 6 6 DOUBLE W/SfOEUTES OXXO SINGLE W/SMELITES OXO MAX DESIGN PRESSURE LocK HARDWARE MM a SERIES MAX DESIGN PRESSURE 47. 0 -47.0 KWIKSETSrcNATURE SERIES LATCH 40.0 40.0 37. 50' MAX KWIKSET SIGNATURE SERIES 780 DEA0800' OVERALL WIDTH 74. 5(r MAX. OVERALL WIDTH — S&O MAX. OVERALL WIDTH 1 .. 2 3. t 2 3 1 2. 3 5 5 5 5 5 5 5 5 L 4 H. 5 5 Q 5 5 O. H. I t i 5 I I .i 1 l i I I I I I I 1 1 1 1 11 i l l 11 I I I I I t I I u Ili11. 1 r E I OM fl I' 11 FI i ;{ E' Lt IC_ I' t II It it I. IE II ,. .. i. I'- 1 i_;LI it I, II I I it ki ,1 I1 II,_ i i1_1{ 4 JC 11 11. il: - It I i I IL1I 1t f O g I,. I, it-71 Ir=71 O iY-- fl Ir-'ri 5 It II P I ; I 5. 1 i. f 1 i I E I f l It IE !I I I 1, I I i i II I I It It II IE A I I F I I I I IIf1SINGLE X DOUBLE XX SINGLE W/SIDELITE OX MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE 47. 0 -47.0 +47.0 -47.0 +40.0 -40.0 L tz 1 scuE_ N.T.S. on. BY.. JK m clue. BY. IFS 3 pRAWINC No.: FL- 15225.3-80 " 0 SHEET t OF 6 N MASONRY J OPENING TYP. HEAD JAMBS a 2X BUCK m N L n Ci SINGLE DOOR BUCK ANCHORING 4" 7 4" I 4" 4" 4" II. I I I I I I MULLION II I I II I MASONRY 4 II SHOWN FOR MASONRY 4 II II OPENING TYPII REFERENCE OPENING TY II II HEAD I I HEAD I I 11 JAMBS JAMBS II II it it II 00 II a g II II 0 o 2X BUCK MULLION SHOWN FOR II II II II REFERENCE II II 2X BUCK II II II II II II II a II II II II it SINGLE W,/SIDELITE SINGLE W/SIDELITES BUCK ANCHORING BUCK ANCHORING I4 %% 4„ I \\\ tt/ oe Oat OM C 41 UN •. In 0 g Em z$ecai g 9 0 K matmo:aE CdoZ Ci O 0O Z C O 2 m NLei! V r+—t-48 I 4 8" 48" II I I II I I II I II I I MASONRY II MULLION4IISHOWN FOR II II II MULLION I OPENING TYP. HEAD I TYP. 11 REFERENCE II SHOWN FOR I JAMBS II ASTRAGAL HEAD II REFERENCE II II SHOWN FOR JAMBS II II 11 REFERENCE II II NOTES: 2X BUCK II I I II I I I. 2X buck min. S.G. 2 0.55. II I I II ( I CONCRETE ANCHOR NOTES, II 2X I I ASTRAGAL I I 11 I I I SHOWN FOR I. Concrete anchorlocatlons at the comers may be adjusted to maintain fhe min. BUCK I I II REFERENCEedgedistancetomortarjoints. II a I I 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to II I I II I I maintain the min. edge distance to mortorjants, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. II I I II I I3. Concrete anchor table: ao o ANCHOR ANCHOk MI N N111V. CLEARANCE.>MIN CtEAW4NCEi TYPE 311E1M!lEDMFK[ 70MASONRY TOA6JACFNT EOGF ANCHOR rtw • 14 i -1/4" 74" TAPCON ELCO 1/4" 1-1/4" 1" 4" ULTRACON II II II II II II II II II I I II I I DOUBLE DOOR MASONRY ^ DOUBLE W/SIDELITES BUCK ANCHORING npFNING BUCK ANCHORING U U 0 O SCALE: N.T.S. 5 owc. BY: JK m HK. BY. LFS ; KAWNG NO.: K FL-15225.3-80 0 3HW 2 OF 6 " O E" D" 3" C 733" I I I I I I 1 1 1 nl iio MULLION all fff--- AIM SHOWN FOR kll m — x ^ REFERENCE A W/2X BUCK INSTALLATION — h t 0 t 0 C" " D" A" 3" - I M O LdztL U x d W W H ye•1 C h O 9 W/lX BUCK INSTALLATION TYP. HEAD & JAMBS - I SEE DETAIL SEE — d ta NOTE 1 SEE h d W 16 16 16 DETAIL O KN III III - 12 IAA 5 111 12 4^ N ' F Iltl All V LIU C„ „ D^ E,. I VIEW " C"—"C" SINGLE DOOR W/SIDELITES VIEW "E"—"E" VIEW "D"—"D" SHOWN W/ OPTIONAL CORRUGATED FASTENERS, REM 130 (TYP. ALL S 0fUrE TO DOOR JAMB CONNECTIONS) SIDELITE/ HAR WDARE NOTES: 1. The sidelite Is direct set into the jamb with (12) #8 x 2" pfh. wood screws. There are (4) at each vertical jamb, from the top down at 13.5, 31 ", 48.5" & 66". There are (2) at the header at 4" from the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. 2. For optional sidelite construction with staples, sidelite is direct set into the jamb with (5) 7/6" X 1314" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). 3. Latch, deadbolt and hinge locations vary. See Certification Agency Certificate and corresponding test reports for specific dimensions and design pressure ratings. CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min, edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR' MIN. M!N C(OAkANCC MfN CLEARANCE TYPE If EMBEbAAENi TO MASONRY TQADJACENT :. EDGE ANCHOR ::. ITW 1/ 4" 1-1/4" T 4" TAPCON ITW TAPCON® 3 16" 1.1/4" 3" 7" 3" a MULLION i SHOWN FOR — w o REFERENCE a z W WA / 2X BUCK INSTALLATION 9 / iX BUCK INSTALLATION TYP. HEAD & JAMBS N 16 W O III rJ j e 12 111 16 - 4 A W/2X BUCK '/tt it '```\` u n m= INSTALLATION 9 W/1X BUCK - SEE y E z m z o INSTALLATION DETAIL u c w HEAD & . 1. ` h JAMBS C3 oil W h o O KOz O a s O Ln I I y c3 m N w N W D" " A .6.1 "A m SINGLE DOOR W SIDELI7E VIEW "8"—"B" SINGLE DOOR VIEW ",4"—'4" U ma 0 g N U1 0 w o x 1 C o 1 an DETAIL " 4" DETAIL "6' v w o¢ ho IL A A 0I I_o zOATS: 2121112 i 1 1 10 SCALE: N. T. S. - A A DWG. BY: JK 1 1 CNN. BY: LFS 3 DRAWIND NO.: B N DETAIL " 1" DETAIL "2" FL-15225.3-80 0 SHEET 3 OF 6 Q C" 7" 3" 3" 4 3, Lll 1 3" l— 1 3" I— II II II I II II III II SEE DETAIL "3 III SSHEEiT3 3 II II 9 II II MULLION SHOWN FOR _ II REFERENCE ASTRAGAL) SHOWN FOR II REFERENCE II - ONLY II — II II 16 16 II 16 16 12 III 5 II 5 III - 12 o nu a all C„ "E" VIEW "C"—"C" DOUBLE DOOR W/SIDELITES W/2X BUCI INSTALLATIC W/1X BUCI INSTALLATIO TYP. HEAD JAMBS SEE DETAIL 4" V) zw w2 6" II W/2X BUCK, SEE DETAIL II INSTALLATION 3" II W/1X BUCK II INSTALLATION TYP. HEAD & II JAMBS T/ I ASTRAGAL) I SHOWN FOR II REFERENCE II ONLY 11 II II 16 II 5 II 5 u II Iterni DESCRIPTION Material A 10 x 2-1 2 PFH WOOD SCREW STEEL B 10 X 1-3 4 PFH WOOD SCREW STEEL C 10 X 1 PFH WOOD SCREW STEEL 1 10 x 3 4 LG. PFH WOOD SCREW Hine to Frame STEEL 4 1 4" x 2-3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL 5 1 4" x 1-3 4"ITW PFH CONCRETE SCREW STEEL 9 1 4" x 3-3 4"ITW PFH CONCRETE SCREW STEEL 10 8 X 3 PFH SCREW STEEL 11 3 16" x 3-1 4"ITW PFH CONCRETE SCREW STEEL 12 1 4" x 3-1 4" ITW PFH CONCRETE SCREW STEEL 13 MASONRY — 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 i 4" X 2-1 4" PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB PINE, SG >= 0.42 WOOD 21 3 4" THK. PRESSURE TREATED SIDELITE PAD WOOD 30 1 2" X 1" X 25 GA. CORRUGATED FASTENER STEEL w o in zo 30n fzn i I-6" 1 Y P Ldn II ••. • •' • \\ J O 0 O y \ p ' 1 a SEE DETAIL c w l 4", F° Fo= Li O wz0= - .\ O ZC a c 0o X tiW wmO] — o 43 o a a VIEW "E"—"E" DOUBLE DOOR VIEW "A"—",4" NSHOWNW/ OPNONAL CORRUGATED FASTENERS. [TEN /JO ". ALL SIDELrrE TD DOOR JAMB CONNECTIONS) B 1 C 1 DETAIL "4" A 1 A 1 DETAIL "1 " 11 0 DETAIL "3" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. SCALE: N. T. S. DWG. BY: JK HK BY: LFS DRAWING NO.: FL-15225.3-80 SHEET 4 OF 6 f i INTERIOR EXTERIOR 1 HEAD JAMB To Ix sub -buck Inswing shown 1.25" 2 HEAD JAMB To wood frame Inswing shown X BUCK INTERIOR EXTERIOR 25' MAX. SHIM SPACE 1.15' MIN. 1.25' MIN. EMB. EMB. TYP. 4 VERTICAL SIDE JAMB To 2x sub -buck Inswing shown 2y Pn u7 y2 0 EXTERIOR f Z im 2X BUCK h N = INTERIOR EXTERIOR 3 HEAD JAMB To 2xsub-buck Inswing shown INTERIOR EXTERIORJ L 0.15' MIN. C-SINK 02S' MAX. SHIM SPACE 1.1Y MIN. EMB. VERTICAL SIDE JAMB To wood frame Inswing shown v tl Gz Eo Z m Uo 6 OIL mda 4F gZ MIN Ik F w o¢ o c Z BATE 2121112 i scAll: N.T.S. c owc. ar: JK m HK. BY: LFS 3 HAWING NO.: h FL-15225.3-80 0 HEET 5 OF 6 0 zd m 1 VERTICAL CROSS SECTION 6.1 Inswing configuration 4 VERTICAL CROSS SECTION 6 Inswing configuration EXTERIOR e37,#71A INTERIOR 7 VERTICAL CROSS SEC17ON r Outswing configuration EXTERIOR INTERIOR VERTICAL CROSS SECTION 6 Outswing configuration F W. U N •; EXTERIOR Ea O 9 m 2 W R? I\ C,l lv dd r oLa m a a oV v I cZo L d Wd 12 3 VERTICAL CROSS SECTION EXTERIOR a r INTERIOR 0VERMAL CROSS• vOutyMng configuration scu.E: N.T.S. owc. er: JK CHK. BY: LFS FL-15225.3-80 sHEET 6 or 6 REQUIRED INSPECTION SEQUENCE Bp# %I - ZS 7 Z— Address: Y,ZAs7m(_ uILDING PERMIT Min Max .. Ins ection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building t Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Min Max Inns ection Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final FE- _ a ?i.L Min Max Inspection Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final ME CHAN d GAL: -P ERM I T..: Min -Max Inspection Descril2tion Mechanical Rough Mechanical Final min Max I[ns ection 1[Dese!fl Lion Gas Underground Gas Rough Gas Final REVISED: June 2014