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1434 Mara Ct; 17-2510; FRONT DOORCITY OF SANFORD I' AUGG 16 2017 1 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I "(_ a 51c) Documented Construction Value: $ 1-331 . n- Job Address: 3y ( CACAn-'Historic District: Yes No Parcel ID: L1 1-- I1--i I - Type of Work: New Addition Alteration Description of Work: Residential 9 Commercial Repair Demo Change of Use Move Plan Review Contact Person: A E ,664 1,"V".3 q,,/ Title:X' Phone•'1_bt= 7SS 1 -5X V'] $_ Fax: EmaildE- 6S4,oSF aA (t'Ir41L Go`1 Property Owner Information Name 1 Phone: _ 91- LI o - _ Street: I 3 CIrQ C`. Resident of property? City, State Zip:'_:_n Contractor Information Name Lok kn 1- _-k:J ` p. Phone: -40-) - Street:`- j x --I$C%tq-a> Fax: City, State Zip: Q9-L AN —FL ? g State License No.: (LGe_ 1!5O J41`I Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: *A4 Address: Phone: Fax: E- mail: Mortgage Lender: t- JA 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. 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, 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 constl-uction and zoning. Signature of Owner/Agent Date 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 Contractor/Agent's Name N1111111)t Si Male of rida Date Uo bai 7, 9,9 • .gyp = orded <° 't P-- Personally Known to Me or jlll I ,\',- Type of ID I H BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5C n • n, t 1 Revised: June 30, 2015 Permit Application STORE COPY INSTALLATION SERVICES CUSTOMER CONTRACT - MWORK - INT/EXT/PATIO DOOR LOWE'S OF SANFORD, FL, STORE # 1657 STORE PHONE: (407) 430-4060 3780 S ORLANDO DR SALESPERSON: JOSE LLERAS SANFORD, FL 32773-5614 SALESPERSON ID: 2100519 Document Print Date : 08/05/2017 This is only a Quote for the merchandise and services printed below. This becomes an agreement upon payment and issuance of a Lowe's receipt, upon which the entire agree- Ment, including the specifically completed 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, aftachments''her ' eto, shall be re ferred to herein as this "Contract." PLEASE REAP THIS ENTIRE Q0CUMr=NTjN_9LUQING ItIE "TERMS AND CONDI I TIQ14S." BEFORE SIGNING. Lciwels, Registration oir,Contractor License'Number Lowe,s Contractor Name Florida Contractor License Number CGC150' 8417 Customer Name S CORA WILLIAMS 0 Customer, Address 1434 MARA CT L city State Province . D SANFORD FL lnstaltat! 66 Address T 1434 MARA CT 0 Installation I city Installation Stat&Province SANFORD FL 321- 46077555 Other Phone Zip / P( 32771 1, 0442.1 .-.TBS1,1 5-WP.ISD,,-. S08 ; SOS BMTT PRIEPAINT SMTH FBRGLS TC: PRE -COLORED SMOOTH SUR FAC E'SINGLE DOOR 'UNJT WICKERPARK TRU LOGISTICS INCORPORATED - OT`i 1 EAST- CorAST MittWORK01(ST1R,11BUTi'l- CITY S- 314407, OGLI NbI3AG': STK::, 1 -4-8 TREATED "APPEARANCES GRADE 1-44TREATED APPEARANCEE GRADE: SUNBELT FOREST PRODUCTS b.r_ i, 3 . Store 1657, Project No. 510425296 for CORA WILLIAMS Pale 1 of 7 STORE COPY INSTALLATION DESCRIPTION Stock or SOS : Stock Door Type Exterior Select Location : Front Door Select New Door: Single Pre -hung Hardwood (Mahogany or Oak), Door: No Side Lights or Transoms. No Hidden Damage Description : None Number I of additional holes bored .for accessories None Instal!, -Specialized Mort ise'Hardware : No Install Storm Door: No, Total Linear Feet of Custom Trim to be Installed:, 0 Deliver Door,: Yes Customer Understands Scope of the Project Yes Permit Required Yes, Who, Will Obtain Permit: Third Party Permit Fee: Yes Additional Miles Traveled over 20 : 0 Bring Up To Code Description install bucks Bring Up To Code. Char g,e * Yes Local Disposal Fee,: Yes Describe Other. Work Needed: None Comments: No Comment Lead-, Safe Practices N6 Labor Charges $ 547.0 Detail Deduction 0.0 Additional , Specifications ,-, Notation: Lowe's"will. not 2make 'structural modifications, paint. or stain or -remove/reinstall security system equipment, Customer is. responsible to advise if prop- efiy is governed,!by Historic District Regulations, Adoitiona[ Specifications: Federal, law requires Lowe's to provide you with the pamphlet Renovate R I ight: Important Lead Hazard Infor mationf0f Fam4s, Child. ( are Pt0viders1.a'ndSchools. By signing this, Contract Customer acknowledges having received: a copy of `this: pamphlet before work ,be gan, informing Customer of the potential risk of fhe'lead hazard exposure rorn renovation ac-t.1'V'dyjo,,,be'%p performedinCI h6 ' df: us orneIr's dwelfiri'dunjt, PHOTO RELEASE, Customer grants to Lowe's and employees and independent contractors the right to, take photogr,aghs of the Premises wher&Jn7 stallation Se rvices will, be performed f Premises'related 16. this Contia'ct, and.irre'voc'a'bly grants.td..Lowe's 'iah right, title, interest in and. ail workperformedtheardtothe photographsjor usein all I C mer authoirize' s' Lowe'sto':c'4'py'nght, use and publish the: photographs in markets and, media, Worldwide, 'inpcirpo tuity, Customer print'And/or electronically,zjnd: agrees thattowe's may use such,photographs for,any lawful,purpose. including, butnot lirnitedto, maeketirg advertising ng, OUbli city, content. By initialinghere. Customer agrees to `the fioregoin§ .. ............. .............. Customer to initial to the loft]. PRIC-E-:C-AL- C-AJL-ATIONS,th;-order-io--pro P e7c Q ' o,bds than. actually , will be installed based 0 the . mea ured.scIuar eJ66t'dge: of. the Prol'661 Area. As -a result' h- parties ?agr6ethat the lump sum Price stat6d1n,- I e port thfs'-Contra.ct..is calculated upon: both fte.value,ofj1he estimated Goods to fulfill the Contract (including waste), which I dh may exceed the actual.square calculated1. - . . I I value . — 11.1.1 ( including waste), 71 Of OF ARBITRJ Stowe 1' 65.7 Project No. 515425296 for CORA WILLIAMS ING" IM IG Page 2 : of: 7 STORE. COPY I 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. Lowelsand Customer are entitled to a FAIR HEARING. But the arbitration procedures are SIMPLER AND MORE LIMITEDMITED 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 I TRIAL AND WAIVER 0 1 F CLASS AC- TION ADJUDICATION found in the Terms and Conditions of this Contract. TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES ' where applicable SUE140TAL $ 1331.1'9 TAX $ 0.0( DELIVERY $ 010, ORDER TOTAL 1.3311.11, BALANCE DUE Work,isto commence upon reasonable availablity.,of Contractor. Which is anticipated to be_*--1 f 41-4 [fill in date], Estimated completion .dateAs 1.....—d-4,4 111filf in date]. ........... ........... NOTICE TO CUSTOMER, All items listed in.this contract and ;specification :sheet(8)are to.be, installed under-cbndition&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. incidentcidenttoinstallation T1 ints of attachment, or the moviingof fixf6res or appliance's to be billed:at extra cost to custom AND :"YOU HA -AD THE TERMS AND CONDITIONS OF THIS CONTRACT. BYSIGNINt E READ, UNDERSTAND AND AGREE TO THE TERMS AND toNbITIONSISET FORT , H 01' THIS CONTRACT A T THE T - IME:OF S I IGNATURE, IDA'S C0N_qTR1Jr_T1nN I IFN I AWr I_qFr_T1nN1q71*A nni-. 71-1 *17 Pi nmm YOU. HAVE ALREADY 'PAID YOUR CONTRACTOR IN'FU`1 P't I AdTOR MAY ALSO'k ,HAVE A LIEN ON PROPERTY, BE SOLD AGAINSt'YOUR WILL TO PAY FOR LABOR, MA DR OR A SUBCONTRACTOR -M . MAY HAVEFAILEDTo PA' IIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE,.1 A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR. i Store, 1.657 Project No. 5,15425296 for CORA WILLIAMS Page 31of 7 AND IT IS RECOMMENDED— THAT YOU -- CONSULT AN ATTORNEY. WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS--r DAY OF 117 Lowe's No enters, LLC Seal) Print Nd'q Z le City State /-.Province a true cbljv Wh 2) 1 772 Zip / Postal Cacao STORE COPY I Seal) Seal) Co - Owner or Witness Print' Nar-ne to Cancel for an explanation of Store 16V Project No. 51,5425296 for CORA, WILLIAMS Page 4 of 7 SEMINOLE COUNTY MULT/JURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: S-12-1-1 I hereby name and appoint: C-AE.L% VLU SF an agent of: 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 thisappointmentfor (check only one option): 0 All permits and applications submitted by this contractor. Or The specific permit and application for work located at: street Expiration Date for This Limited Power of Attorney: i X ". -r License Holder State License N Signature of Lic STATE OF FLORIDA COUNTY OF SI;MItJoLE The foregoing instrument was acknowledged before me this Z day of M Ab 20 1-7, by PlrEe CARAV-o who is P-personally known to me or who has produced and who did (did not) take an oath. Signature of Notary Ng w " At4ELA DAVIDSON Notary Public - State of Florida W Commission # GG 021708 yy - 'rg1 Aug 15. 2020 gomellMoto Natl6aal Notary Assn. as identification 1.1V1AGIQ 1?ctyid5on Pri it or type Notary name Notary Public - State of F L Commission No. GCS 021ioi3 My Commission Expires: 0,05J7-02a RECORD COPY Permit # # 1 7 City of Sanford Building and Fire Prevention Product Approval 2510 S ' ation Form SANIrOFZO A RTIuk%; Project Location Address' ,--1 VanJn l ±. E - 32-al l 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.oLg. 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—1 Sliding Sectional Roll Up Automatic Other 2. Windows Single Hun INER Horizontal Slider 2_ Casement DATE Double Hun Fixed Awning Pass Through A PERMIT I SUED SHALL Projected UT"HORI T'0 VIOLATE, CANCEL, ALTER OR SET Mullions Wind Breaker ASIDE ANY C THE BLJ1' F THE DWG OFFICIAL FROM THEREAFTER Dual Action nEOLI I Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # includin 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 THERMAITRU.. Benchmark,, Doors I 18 INDUSTRIAL DR., EDGERTON, OH 4351 7 Smooth Surface" and "Wood Grain" FIBERGLASS GLAZED DOOR INSWING / OUTSWING IMPACT` GENERAL NOTES I This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection, this product complies with Section 1609.12 of the FBC and does not require on impact resistant covering. This product meets missile level "EY'and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction, 5. Site conditions that deviate from the cletalls of this drawing require further engireering analysis by a licensed engineer or registered architect. TABLE OF COMM$ SHEET DESCRIPTION i jjrcol elevations, design pressures & 2 3 Horizontal cross section 4 sections 5 Mca',Cross F k Tadtrome ancriomasonryti Constiucon6 Frame anchoring - I X buck masonry M FComponerifs 4 Billofmaterials37.7S' WLAX. FRAME WIDTH 36MMAX. PANEL WIDTH iE e 13 M IM FRAME DESIGN P RUME' INSWING37. 75" x 82.W' 55.0 55.0 OLITSWING 37. 75" x 80.62" 55.0 55.0 kLE; N. T.S. C. BY. JK C BY: L. FS WNr No.: FL— 17540, 5 XT 1 OF HARDWARE Tk81i MANUfAcTuRER MODEL KNOB: SIGNATURE SERIES KWIKSE DEADBOLT: SIGNATURE SERIES (780) KNOB: 'P' SERIES (F10) SCHLAGE DEADBOLT: V SERIES (1160/62) 35.81" MAX. DOOR PANEL WIDTH L-- DETAIL A -A J DOOR PANEL l HORIZONTAL CROSS SECTION 2 1.11" 4.02 1 53 { ILA Oci f O 2LJWA TOP RAIL Y8 HNNGGE SRLE 2C iO K 2D COTTOM RAIL I. EXTERIOR SEE DOOR LOCK HARDWARE TABLE 1 /7' GLASS BITE CELLULAR GLAZING TAPE DOW 995 —v OR SIKA 552 INTERIOR G1 GLAZING DETAIL I"THK. GLASS 1 /8" TEMPERED GLASS AIR SPACE 5/37' ANNEALED GLASS 0.099'SAFLEX PVBINTERLAYER 1/8" ANNEALED GLASS SWIGGLE GLAZING SPACER aj` U N •; o FOAM CORE \, O xZ L g g m c° F m a (L a d E 0z E d o W Y W U) w a 5 N o EXTERIOR INTERIOR w o 0 m a a DOOR SKIN i w a o o c z 2D DATE: 5/01/15 = SCALE: N.T.S. DwG. By: JK d CHK. W. LFS C ` 1 VERTICAL CROSS SECTION DRAWING NO.: FL-17540.5 0 2 SHEET 2 OF $ 9 4 4 INTERIOR Z m zCi Nn OJ fD W 1\ 200Z ti o U 21 avg z aZOmno o a a 1 2 mm`L s 6Za 3 3 c41JA'a 3 7 3 EXTERIOR 8 a 0o17 o a N 5 7 JO zw J ONyO20 C 0 rE N q U K E 1-1/4" MIN. L o m o 4 4 4 EMB. (TYP.) a a CHORIZONTAL 27 CROSS SECTION C3J Shown w/1X sub -buck y 10 m v p INTERIOR INTERIOR L 10 o a O 8 EXTERIOR EXTERIOR 8 407 w z L L Q 20 O o D I~C'SINK C'SINK DATE: 5/01/15 i TYP.) TYP.) C SCALE: N.T.S. 9 B 1-1/4" MIN. B DWG. BY: JK m EMB. (TYP.) i HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION E CHK. BY: LFS 3 3 Inswing configuration shown 3 Inswing conBguraYron shown 1-1/4" MIN. i- DRAWING NO.: jrOutswingalsoapprovedO=gng also approved EMB. (TYP.) FL-17540.5 a SMEEr _L OF 8 N D 00 D urnZa EXTERIOR JLY-M/ INTERIOR 1 VERTICAL CROSS SEcnON 4 Outsw ng configuration shown Inswing also approved INTERIOR ]F" EXTERIOR 3 VERTICAL CROSS SECTION 4 Inswing configuration a d c d A-. 1 d` d INTERIOR II// \\11ll- EXTERIOR rZ1 VEIMCAL CROSS SECTION 4 Shown w/1Xsub-buck INTERIOR 0f i • It a M, tit It U •• a xZi U g E p m p Uj m D.a D 6 9Z JTa: O O o V) Zw w Cn m Cn N U O w O DO. N 0 U O a ° a 4 VERTICAL CROSS SECTION 4 Outswing configuration imp, DRE: 5/01/15 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL- 17540.5 SHEET _ L Of 14" MASONRY OPENING 2X BU( BUCK ANCHORING HINGE JAMB 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 mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension ore not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE: TYPE JZE EMBEDMENT TOMASONRY TOADJACEM EDGE ANCHOR . ITW ® 1/ 4" 1.1/4" 2" 4" TAPCON ELCO ® 1 4" 1-1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NO [Lb: 1. Maintain a minimum 513" edge distance, 1"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. i z 0Odc006, o Oa MASONRY OPENING FRAME w w In Z Z cV = O 2X BUCK C E U O r FRAME ANCHORING Masonry 2X buck construction STRIKE JAMB HINGE DETAIL Outswing W 62 a n 2 t 9m.a 07 m o a. a e 28 a 6 E0zK Cw A3dN Z K o Zo 0 o U Z 2% 8 Q7 i } V) LATCH & DEADBOLT DETAIL a Z QY pa n m HINGE DETAIL Inswinn o L z c DATE: 5/01 / 15 ° SCALE. N.T.S. DWG, BY: JK n CHK. BY: LFS 3 DRAWING NO.: D FL- 17540.5 v C SHEET 5 Or 8 n G oa ;` i' m906. d _ Z 0' a of In IE UN •• o xz°4 TYP. HEAD & tg E a z m o° JAMBS p < 1 a N 5 c; a. a m aa MASONRY 66 28 ; Go OPENING °+3 o G E o y Z FRAMEEn G o mo cs o x c- _ 27 5 z z N Z Z J OO o s W > 1 X BUCK Lj LATCH d DEADBOLT DETAIL U < W zoF ^ d m sN o TYP. SILL H a a 10 } I 10 10 L z HINGE JAMB FRAME ANCHORING STRIKE JAMB o LD Masonry 1 X buck construction HINGE DETAIL CONCRETE ANCHOR NOTES: Inswing 1. Concrete anchor locations at the comers may be adjusted to maintain the min. 9 edge distance to mortarjoints. i 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors 10 m may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 10 F 3. Concrete anchor table: ' m H 10 6ANCHORANCHORMlN. 0 z U 10- L DATE: 5/01/15 i ITN ® 1 SCALE: N.T.S.° DWG. BY: J ULTRACON® K m CHK. BYDRAWING NO.: LFS ? i WOOD SCREW INSTALLATION NOTES: HINGE DETAIL 1. Maintain a minimum 5/8" edge distance, 1"end distance, 6 I"o.c. spacing of Outswing FL- 17540.5 0 wood screws to prevent the spritting of wood. SHEET 6 OF $ N 4" 2" 4" IS OUTSWING THRESHOLDWiththermalbreaksR 1 OUTSWING THRESHOLD 5.75' ED 1 14 OULSWING THRESHOLD Self adjusting IS OUISWING THRESHOLDCompositesill Full substrate OUTSWING THRESHOLD Hardwood sill Standard substrate 16 OU13VWNGTHRESHOLDCompositesl1 Standard substrate 4.5N' N d 2.36" 19 20 J= d SIL>E Jamb M ice() n U N •• 1 Gvozz INSWING THRESHOLD E a 9 m o33 SA=taard sb hate ^ 5 4 r m a a s d E _ 5.83" 1.68" { o 00 wz m a w INSWING THRESHOLD g o Adjustable with " a kN w osubstrate m ooE o rr a a a 5.83" 1.69' { m to 1 INSWING THRESHOLD FKed w1m Standard substrate PO FA 1.97' oQ OZ OATE: S/0 } 15 sCxE: N.T.S. DWG. RY, JK32SWEEPCHK. BY: LFS DRAWING NO.: FL-17540.5 SHEET _7 OF 6 Y` I••• z- n l 4( 's o U fV g£E ico A 4 06 g oz 8 `Wd 0 o n o N W Lo mw o U J j jm m O 0 a a a m z 0 N zz m i la--z Tzc U DATE: 5/01/15 z scAEE: N.T.S. 5 owc. M. JK m CHK. sr: LFS ; DRAWING NO.: ll N FL-17540.5 0 SHEET $ OF $ N BILL OF MATERIALS ITEM DESCRIPTION MATERIAL iXBUCKSG>=0.55 WOOD 2X BUCK SG >= 0.55 WOOD MAX. 1/4"SHIM SPACEFD1!4"X 2-3/4"ELCO OR ffW CONCRETE SCREW STEELMASONRY3,000 PSI MIN. CONCRETE CONFORMING TO ACI OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE301 1/4" X 1-3/4" fTW CONCRETE SCREW STEEL H 1/4" x 3-i/4" ITW CONCRETE SCREW STEEL I 1/4" X 2-1/4" ITW CONCRETE SCREW STEEL J 1/4" X 3.3/4" ITW CONCRETE SCREW STEEL K 8 X 2-i/7' PFH WOOD SCREW STEEL L 10 X 2-1 /7' PFH WOOD SCREW STEEL 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4"HINGE .09T' THK. STEEL 10 10 X 3/4" PFH WOOD SCREW HINGE TO FRAME STEEL 12 10 X 7' PFH WOOD SCREW STEEL 13 9 X 3" PFH WOOD SCREW STEEL THRESHOLD OUTSWING -SELF ADJUST ALUM./COMP. THRESHOLD OUTSWING - 5-3/4" COMPOSITE SILL ALUM./COMP. THRESHOLD OUTSWING - 5-3/4'"COMPOSITE SILL ALUM./COMP. 20 KWIKSEf PASSAGE LOCK -SIGNATURE SERIES STEEL THRESHOLD OUTSWING 5-3/4"THERMAL BREAK SILL ALUM./WOOD HEADER JAMB SG >= 0.42 WOOD SIDE JAMB SG >= 0.42 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES 980 STEEL 27 LATCH STRIKE PLATE STEEL 30 SECURITY STRIKE PLATE STEEL 32 DOOR BOTTOM SWEEP PVC 33 INSWING ADJUSTABLE THRESHOLD ALUM./COMP. 34 OUTSWING THRESHOLD- 5-3/4"HARDWOOD SILL ALUM./WOOD 36 INSWING THRESHOLD- FIXED STANDARD SUBSTRATE ALUM./COMP. 37 OUTSWING THRESHOLD ALUM./COMP. 38 INSWING ADJUSTABLE THRESHOLD- FULL SUBSTRATE ALUM./COMP. 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS l Phase provide vlrAwInq,fram onrite using awing info on rightV W We 1n#arkir I E)darW visvt Wow Left Har, t g7t H rr, inswi ny faulsng s Patio &M A-ActIW,'1=1nacthte S lidais YtaACtP, C}-t rvarCfttre F)donor -Nota finish ofhome Olopi units tomeasure —or?& door per row 5ureiFl1 nts must be,v inclhes Rough t3 enktg Unit Size, Patio -- Ma PrAung Location} Jamb tarm. Erwy Sidelight Transom. Swing Slider Interior o; Slab ' Comrnant 1dirldth HIaight Atid1hr Hsi9ht Dept% A; G> REQUIRED INSPECTION SEQUENCE Address: BUILIDING ]PERMIT min Max .. Inspection 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 Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 MT zi Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 40, v nNt! min Max Ins ection DesclrIl tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 1M CHANICAL 1PERIVIIT ; .:. . Min Max Inspection Descri tion Mechanical Rough Mechanical Final min 1Max Gas Undc Gas Roug Gas Final