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HomeMy WebLinkAbout802 Pine Ave 18-702; REHAB OF HOMECITY OF SANFORD BUILDING & FIRE PREVENTION 5 2,01It, PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address:2, 4VZ7 'igr 7/ Historic District: Yes [I NoEl -- - rael ParcelID: 2-,5- 0 - - 161'19 - 6 o 4 Residential F] Commercial El Type of Work: New El Addition 1:1 Alteration Z Repair El Demo 0 Change of Use El Move El Description of Work: (7 4, Plan Review Contact Person: G:'c !: - l Title: Phone: Fax: Email: Cif '6tj,'Z,-'',,;#, Property Owner Information A Name / 6 0 Phone: 3 Street: a o_. l eo<11516L2zy Resident of property? City, State Zip: Contractor Information Name < 4,, Phone: Street: < L: -4, 1,- 4- t" Fax: City, State Zip: Lz L State License No.: Architect/Engineer Information Name: Phone: Street: 2 5-: 7 W Fax: City, St, Zip: L Liz ir'- E-mail: 7'T a (.4 Bonding Company: Al Z/1 Mortgage Lender: Address: 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 308 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 10.5- 3 Shall be inscribed with the date of application and the code in effect as of that date: 5" 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 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. 9 L 4 I/U//gJl't fA 'MA04f L- — SigOure of Owner/Agent Date S- Q 6 9 6 0:1 C&- NM 15 a T_ Print Owner/Agent's Name Signature ol'Notary-State ofF1 to Glode ids Bahamonde State of Florida My Commission Expires 12/1812020 Commission No. GG 550 Print Contractor/Agent's Name All I atZ4, Signature ot'Notary-State of Flo"d Date" Glorie Maria Oahamonde State of Florida My Commission Expires 12/18/2020 Commission No. GG 55830 Owner/Agent is Personally Kgownito, c or Contractor/Agent is Personally Known to Me or Produced ID Ue-rJ4(tMe-,, I'll U Lansc, Type of ID ()r ri \ Produced ID Type of ID=A06 cf BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical[] Mechanical[] PlumbingF] Gas El Roof 11 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[] NoE] # of Heads Fire Alarm Permit: Yes [] No APPROVALS: ZONING: a13- 1 It4 '- 66TILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: 5-C Revised: June 30,2015 Permit Application Revision 0 Response to Comments 11R( City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # T Submittal Date z- Y Project Address: Contact: (--? t ', / , Ph: Fax: Email: 1 Trades encompassed in revision: Building Plumbing Electrical El Mechanical Life Safety Waste Water Department Utilities Waste Water El Planning Engineering Fire Prevention 0 fl n, I P, General description of revision: ROUTING INFORMATION Approvals 0 Building !Y. 16 • /S 0y OF sxNFOR Application Number: 18-702 Project Description: Residential Alteration Job Address: 802 Pine Ave Building & Fire Prevention Division PLAN REVIEW COMMENTS Date: 02/27/2018 Contact Name: Gary Young Contact Email: cflbuildinwiOahoo.coin This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.santbrdfl,gov. Provide two Mies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be acapted without two conies. COMMENTS: 1. The plans submitted for review need to include an existing floor plan and a proposed floor plan, The "combined" floor plan will not suffice. The existing floor plan should include areas of demolition while the proposed should show the new layout and detail new areas of work. FBC 107, Submittal Guidelines 2. Two (2) copies of Florida Product Approval and corresponding installation instructions are required to be submitted for the windows and door. The roofing material will be submitted with the re -roof permit. FBC 107 No review conducted Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meggW with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Deputy Building Official CFL Building Contractors LLC 218 Lake Eva Drive Oviedo Florida, 32766 407-952-8088 PROPOSAL December 18,2017 Nabot LLC 3040 Salisbury Cove Oviedo, Florida 32765 Re: Remodel Proposal for 802 Pine Ave, Sanford, FL CFL Building Contractors LLC Proposes to furnish labor, materials, tools and equipment to complete a remodel at the above address. The following breakdown is provided for scope of work: Demo existing flooring throughout entire house. Install vinyl plank flooring throughout house. Demo the the in the hall bath shower, replace shower valve, and reinstall new tile. Remove the existing cabinets in the kitchen and replace with new. Install new stainless sink, faucet, garbage disposal and plumbing for same in kitchen. Provide and install new range hood. Repipe plumbing as necessary. Make various drywall repairs throughout house, and replace/finish, texture. Replace existing electric panel and rewire house as needed. Install smoke detectors and carbon monoxide detector as required by code. Install GFCI in bath and kitchen as needed. Change out existing air handler and AC compressor. Reroofwid-reptam/repair- wood rot .,owexterior,saffit,, far-ia,and-gable. Replace existing interior doors. Replace existing windows. Remove construction debris. Repaint interior and exterior. Final clean. Total Bid Price $40,00.00 - Any additional work performed outside of scope and specifications to be performed at $50.00 per man-hour or per change order. Gary Young CFL Building Contractors LLC Acceptance: 1 04 MS& k I L LC Acceptance Date:' THIS INSTRUMENT PREPARED BY: Name: CFL Build! ContractDrs, LLC Gaa You2q Address: 218 kMg tyAive Chuluota FL 32766 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: GRAHT MANY? SENIHOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 9062 Pq 14-76 (1Pqs) CLERK'S " 2018008091 RECORDED 01/23/2018 11"28:O AN RECORDING FEES $10.0171 RECORDED BY hidevore Parcel ID Number: 25-19-30-5AG-1 OOB-002A The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOT 2 (LESS N 10 FT) E!LK 10 IB 13 TOWN OF SAtIEOBQ PB 1 PG 56 802 PINE AVE SANFORD, FL 32771 GENERAL DESCRIPTION OF IMPROVEMENT: instal wood privy fence and remodel of home OWNER INFORMATION: Name: NABOT LLC Address: 3040 Salisbury Cove, OVIEDO, FL, 32765 Fee Simple Title Holder (if other than owner) Name: CONTRACTOR: Name: CFL Buildin Contractors, LLC Address: 218 Lake Eva Drive, Chuluota, FL 32766 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is I year from date of recording unless a different date Is specified) WA9&N—Q TQ OW -WR ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts Stated In It are true to the best of mknowledge and belief. Al- r Its //VA60 Ie Owners signature Owners Printed Name Florida Statute 7111 3(1)(g): * The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.' state of County of The foregoing Instrument was acknowledged before me this V.0 day of aTMUCJR4._,2dy by:hM C, L")' Who Is personally known to me U Name of person making statement OR who has produced Identificatlaik-Zlype of Identification produced: Cassandra Altagracia Ga4anes State of Florida T MY COMMISSION # FF 920669 Expires: September 22, 2019 it VIL SCPA Parcel View: 25-19-30-5AG- I OOB-002A http://parceidetail.scpafl.org/ParceiDetailinfo.aspx?PID=2519305AG... PMpqft Record CacOA*ON6 Parcel: 25-19-30-5AG-I00B-002A sc~X4, CC* "", r klelw""A Property Address: 802 PINE AVE SANFORD, FL 32771 Parcel Information Parcel 25-19-30-5AG-I00B-002A Owner NABOT LLC Prop" Address 802 PINE AVE SANFORD, FL 32771 Mailing 3334 HAMLET LP 32792 Subdivision Name SANFORD TOWN QF Tax District SI-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market GosttMarket Number of Buildings 1 1 Depreciated Bldg Value 35,186 33,179 Depredated EXFT Value Land Value (Market) 9,114 9,114 Land Value Ag Just(MOW volue- 44,300 42,293 Portability Adi Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 44,300 42,293 Tax Amount without SOH: $805,00 917JAX-RILArm-wat $W5.00 TOx stfmetqr Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 2 (LESS N 10 FT) BLK 10 TR 8 TOWN OF SANFORD PB I PG 56 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 44,300 0 44,300 Schools 44,300 0 44,300 City Sanford 44,300 0 44,300 SJWM(Samt Johns Water Management) 44,300 o 44,300 County Bonds 44,300 0 44,300 Sales Description Date Book Page Amount Qualified VactImp WARRANTY DEED 9/112017 9W,11 1129 300 yes Improved CERTIFICATE OF TITLE 8/1/2017 Q490 144" 100 No Improved WARRANTY DEED 9/1/2006 004 105,000 Yes Improved QUIT CLAIM DEED 61112004 05383 0444 21,000 No Improved QUIT CLAIM DEED 11/112000 Mot 10-49 100 No Improved WARRANTY DEED 9/111981 01357 0692 17,500 Yes Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 56,00 124.00 0 175.00 9,114 Building Information Is BedlBath count Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Rapt Value AppendagesActualiEffective 1 of 2 1 /25/2018, 9:52 AM q,l1K(qlmzlml (#) 1312"voil 171717MAWMFl max- Inspection DesEL12tlmkn Footer / Setback Sfemwan Foundation / Form Board. Survey Slab flvfcno Slab Prepour Lintel / Tie Beam / Fill Down Cell 7—C> Sheathing— Walls- Sheathing— Roof Roof Dry rn 7—a Frame Insulation Rough in- FirewaH Screw Pattern Drywall Sheetrock Lath Ins pectian Final Solar Final Roof Final Stucco, / Siding insulation Final Final Utility Buildn - Final Door Final. Window - Final ScreenRoom Final, Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final ging-le Family-Resfdence Final Building (0#hpo Nfln max Ins2ection Description Electric. Underground Footer I Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Farm I Wmwo-! MUM v. Egag- Gas Underground Cras Rough REVISED: Tune 2014 Fiber -Classic. & Smooth -Star. COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR INSWINGIOUTSWING NON -IMPACT"' GENERAL NOTES 1, This product has been evaluated and it in compliance with the 6th Edition 2017) Rorido Buikfini;; Code (FBCI structural requirements excluding the 'High Velocity Hurricane Zane' (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. ArKtKw embedment to base material steal be beyond wol dressing or stucco. 3. For Z(stud fran*Q constructiom onchonng of ftwe units shal be the same as ftt shown for 2x buck masonry construction. A. Site cordtim tbot deviate from the detail of this drm*g reqL*e ks*w ergineering anotyus by a licensed er4nm or registered architect. 5. fiber -Classic & Smooth -Star Door panels require the use of ".r pan numbers and must be stained or pointed wftm sxffxxs of installation. MAE OF COMENTS SHW# DE$CLWWM I TypicoI Beva"ons De*p Pressures & General Notes 2 Door Panel Detoffs 3 Sevations 4 Vertical Croce Sec 5 Horizontal & Vffkd Cross tX 6 Horizontal & Verfical to Moo" 7 lertiod Cross SU=j fluck & From Anchoriry 9 Hardware Details it I Big of Materials r11, 7S' MAX. 0A O.A. IFRAME WIDTHIT z Z t3, 20o. 0 DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSF) CONFIGMwN INSWING OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE x 70.0 75.0 70.0 70.0 0. 1 W. Ci zP1 3 R, OZ 0 C"I z E ZCc 6 C 1zCl ISCAM N.T.S. j0w- By: JK :d lcwc er LFS I FL- 20461.4 XT f OF _I I EXTERIOR :A991 — — 0,406" EXTERIOR1,198, 875' o-T COMPOSITE CAP COMPOSITE HINGE STILE INTERIOR LOCK BLOCK STILE COMPOSITE HINGE STILE INTERIOR CAP (ENGINEERED WOOD) ( 12,Y(ENGINEEREDEERED WOOD) CAP (ENGINEERED WOOD) 36.0" MAX. DOOR PANEL WIDTH 00 CERM 1.875'- 1 0.406- COMPOSITE CAP L PW,\ OCr BLOCK STILE 12,Y LONG WOOD) (ENGINEERED WOOD( HORIZONTAL CROSS SECTION 35,813'MAX. DOOR PANEL WIDTH 4 '\ E3 O OT ljDoor llmaTOP RAIL COMPOSMENGWEERED WOOD) ct C5 IL I C5FOAM CORE ------- POLYURETHANE - A I F- 1. 9 Pa MN.) FIBERGLASS SKIN BOTTOM RAIL COMP.) r3-'\ VERTICAL CROSS SECnON 4 VERMAL CROSS SECWN N. T.S. X LFS FL- 20461,4 IT _ L OF it lilt% t Z z E & 0 o0 5 z M CL z HARDWARE TAKE MANUFACTURER MODEL KNOB: F51 SCHLAGE DEADOML B60 KNOB: SIGNATURE SEWS MIKUT I DEADBOLT' SIGNATURE SERIES (M)j II III II III i { _•` _ i --- HIM T I FHw Ckwk/$moo(h-Star Door Partet Opthm Products approved include off embossed panel doors and 2 panel recessed panel doors. Similar opaque panel configurations are allowed. Panels shown are for illustration and are representative only. I t' OM BY, JK CM ft !fS— DFANW KOW FL-20461.4 w 3,cf 11 D E 1.1 is a B r Ir. oz o 0 Z0 fE 6 OIL d: m lac z colid EXTERIOR INTERIOR LIS'MiK 1—'\ VERTICAL CROSS SECTION EMB. (rYP.) sh. / 2x Bk E vw out-*v shown(h-*V *nw ov 0 C O. I SC -SINK O.IS'C-SINK ITYP) (TYP) L D z7 0 INTERIOR DgERM' EXTERIOR z23240 40 1 42 27 1-114'WN T-ThCMIN, cATE 5 26116 z W& (Typ.). EMB- ffYP-1 !c!' N.T.S. Dwo. BY., JK HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION cw sy., LFS axwn wl 7x BUCK 4 Sh. / 2X klck 0R.WW, NO, W—V Sh— ths—V -4al NftMV sh— (ftwhg S FL— 204 6 1 4 Pi 4- —IF'ON senlaUr<< za u o00'sz' f A F--------...__ 4t t JC Buck to be sectxed to o , U N s i masonry by others 1 E z$v 5 40 41 42 4 oulf % EXTERIOR INTERIOR J t VERMAL CROSS SEC17ON z55shown( o E `Z E Q i C o C>Ll a a v t v> M to I r oM1 7 owa U1 zC2z F NdTERiOR NTERIOR G riz 0 Ott W r 11 Z 9 E MIOR EXTERIOR M1 o z 23 2d 40 4t 42 40 41 42 27 A F M1 oNO f-Ili MIPt. f ii 2 t Z o aTE: 5126116 zENB. RYP.) EPj MB. (NP.) MB. SCALE: M.T.S. a z arc. BY: JK 0 2 HORIZONTAL CROSS SECnON r " HORIZONTAL CROSS SECHON C , q LFS 3 S shown otngsho n (Inswng sur ) 5 Out—g shown (inswing -*x) oruwwc Ha.. m FL-20461. 4 a SfW 5 OF t i rl "\ VERTICAL CROSS SECTION Shown Direct to "a Outswing 4109171jambonlywl t!qt-- 1. Sidefte assembly screws located 14'from top and 14'from bottom & 2 more screws equally spaced between (4 screws told per side Ombl. 2. Sidefte assembly screws located 4"from each end (2 screws a" head Oft). C—) WTERM 1-) 14- MIN. EMB, (TYP.) MAX, I EXTERM (—.Y I I DIRECT TO MASONRY MAX. DESIGN PRESSURE: wl STANDARD STRIKE = ± 50 PSF wl SECURITY STRIKE= ±60PSF zn Z OWN M EMB. 9V.) 2-'\ HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION Shown Direct to Ma rSt— Ovftwhg only w/ 4-9/16 jamb 0.tswr,,OM w/ 9116 jamb PtILRO F WLt r4- VERTICAL CROSS SECTION 141 MIN. Da. ( IYP.l T HORIZONTAL CROSS SECTION rly w/%/r]!6rjamb MAX. ma' s pp 6j! 0. Z mU Ci 0 W1 C N DATE 5126116 EMB. ( TYP.1 SCAM N.T.S. 66 HORIZONTAL CROSS SECTION JK— 6 Shown = ew sy, LFS outswi W," 9116 jamb 0*91M No_ FL- 2046L4 Q 9*_ L OF _.L1 Notes: L SM Rem #'s 17,18,32.34,35,36,37,38 &39 are otfached to iambs w/ (3) #8X2-1/Tpfh screws at each end. SE item #, 16 &33are attached to jambsw/ (2) #8X2-1/Tpfhscrews at each end. SA ftern # 15 is attached to iambs utftV (214 10 X T pph SMS at each end. SEE NOTE I rl ' VERTICAL CROSS SECTION 7 11's-M119 SIR EXTERIOR INTERIOR 3 ` VERTICAL CROSS SECTION 7 Out Sio 2"'\ VERTICAL CROSS SECTION 7 ft.,ft SM EXTERIOR W, ...... r?,/ A 41 r- Y. d x- 045 go a io OZ 9;i C4 Cpp OL 0DLL Oz ma vtj Q C) IX INTERIOR 11IR 11' 1 F Fncz> 5126116 N. T.S. DW4L SY, JK VERTICAL CROSS SECTION CW. BY., LFS 4 WAWM U04 PUbk Access SM FL-20461A Is— -- 7 - -Ll- 1, 2X BUCK I e (rYpj HEAD & JAMBS PPI) 60 PSF MAX MASONRY TYP-) BUCK ANCHORING T P 0 c gyp.M HEAD & JAMBS TYP.) 75 PSF MAX fq 6 5? d x 2-1 PFH WS/ T It JAMB TO HEAD DEWL PYK) L 2x Wa to BUCK j IXUCK M DIRECT TO FRAME MASONRY N HEAD & JAMBS TYPI yU MASONRY PI) BUCK ANCHORING FRAME ANCHORING 5 G CL Z9 N.TS. L By,. JK sr IFS FL-2046L4 rr oF trrurrtttt 28 2X BUCK L Q trixBUCKG1,0 c 0 t r IT^t ` 01 0 DIRECT TO 26 SEE HINGE 11 a MASONRY DETAIL (TYP.j E Z 8 o 7 0 a 2X BUCK 25 m a a 1zIXBUCKGL427 DIRECT TO M ? ^ p 'N: MASONRY Qo n 8 LATCH & DEADBOLT DETAIL Kvvikset j 00 r Q 2x BUCK L SEE LATCH + mad: CI CItXBUCK & DEADBOLT G DETA L a DIRECT TO M= o MASONRY SUB STRIKE o PLATE a ° 9 28 a = O 2X BUCK 25 STRIKE JAMB HINGE JAMB " zLatchandDeadbol Ix BUCK G 27 — DIRECT TO a MASONRY M 8 ' BLATCHaDEaoeoLrDETAII L 2X BUCK 24 Schk ge G I X BUCK h M DIRECT TO M DIRECT TO MASONRY MASONRY < LATCH & DEADBOLT STRIKE DETAILS Z 24 23 N_Z 0 DEADBOLT STRIKE DETAILS - L, 5126116 iscAm- N.T.S. Security DeadbOlt Strike Plate) On. BY: JK m HINGEDETAIL Cw BY. LFS 3 Mom mop FL-2046r.4 a srr 9 f f O-U=t:--=,VIrSm ffim*%W THRESHOLD37 -Fired 7-1/2' SM 6.0Lv Swap SWEEP o 2.W q rL Imo. BY. A I FL-20461.4 t tturrrr i aru OF MATERIALS aru of MATERIALSITEM& DESCRIPTION MATERIAL OEM f DESCRIPTION MATE" N.. g xZ° a c z 8 o0 ids¢ mda Cz° vg° g3aY z o z do CONCRETE ANCHOR NOTES: t. Concrete anchor locations at the comers may be covsted to maintain the min. edge distance to mortar joints, o 2. Concrete anchor locations noted as "MAX. ON CENTER" must be acqusted to maintain the min. edge distance to mortar joints, additlonal concrete anchors may be required to ensure the MAX. ON CENTER" dimension ore not exceeded. 3. Concrete anchor table: i a r Jh Z Z U M ^ ors s 26 t 6 °z ELCON. T.S. Doc. Or: JK ID as BY: LFS 3 WOOD SCREW INSTALLATION NOTES: DA.OWNora ue t. Maintain a minimum 5/8" edge distance, !"end "once, & t"o.c. spacing of FL-20461.4 0 wood screws to prevent the spfitf ng of Wood. 9M t t a t f N 0 1t X BUCK (SG >= 0.42) WOOD 25 8 x 2-} /2" PFH WOOD SCREW STEEL 6 2X BUCK (SG >= 0.42j WOOD 26 8 x 5/8" PFH WOOD SCREW STEEL C 4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL D 1 /4" X 2-3/4'" PFH EtCO OR IT4Y CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3,000 P51 MIN. CONCRETE CONFORMING TO ACI 30} OR HOLLOW BLOCK CONFORMING TO ASTM CQO CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 2 DEADBOLT STRIKE PLATE (SECURITY] STEEL G 3! } b" X 3-i /4" ITW CONCRETE SCREW STEEL 29 4" X 4" HINGE STEEL J IX X 3-3/4' PFH ELCO OR ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP L OX2-i/2"PFHWOODSCREW(t.iS`MIN.EMBEDMENTj STEEL 33 INSWING THRESHOLD ALUM/COMP M 3!} b" X 2-}/4" fTW CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUMjCOMP N 3/} b" X 2-3/4'" ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP JAMB ( FINGER JOINT PINE) WOOD 36 INSWING THRESHOLD ALUM/COMP b WEATHERSTRIP (MEDIUM REACH} FOAM 37 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH] FOAM 38 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 39 INSWING ANCHOR ANCHOR MtN. MIN. CLEARANCE MfM: CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY i© ADJACENT EDGE - ANCHOR fTYI a TarcoN 1!4" 2" 4" uLTRacort 3/ 16" 1.1/4" AS SHOWN 1•t/2" TAPCON A R I A L SMAT 3773 STATE ROAD CUYAHOGA FALLS, OH 44223 GENERAL NOTES 1, Thk5 product has been evaluated and is in compliance with the 2007120 10 I'loddo Building Code (FBC) structural requirements excluding the "Nigh Velocity Hurricane Zone, 2, Product anchors shaft be as fisted and spaced as shown on details. Anchor embedment to base material shalf be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debit protection this product must be protected with an impact resistant covering that complies with Sectfon 1609. U of the F8C 4. Site coriditions that deviate from, the details of this drawing require "her engineering analysis by a licensed engineer or registered architect. 52.W'FRAME WtDTH M rL-10465Z 1or 9 I t2 EMIRIMM mom am Uffiram ow I N'T.S, I wommulum I U41"N C a CROSS SECTKWi, I I il N M41MIK Em& 4TER" ti A SPACE CD) MASOWw COWRLrMN 3-VEVICAL' x N WiCTIONMASOMYcow ma a I "'t ft—,gh at Wni tad 0 0 mm ILI u Z-1:11, m I DAD, D WWOWACC ROSS SECRON a mmolvy Sol HONZONTAL SKMON SHOWN 6mc. A"VEI j FL— 10465.5 4' 2X BUCK MASONRY OPENING MEETING PAIL LOtICPETE AMCHOR NOTES: I. SubsWuffon of equot concref& oncfrom cierenf sLppkw may have c9fferent edge distance and center cWance 2. Ccncr(- t,- anchor locafom at ff,* cornem may be ac"ted to maintan Hie nwi, edge dbfonce to mortarimts, if corcrete anchor locatbris rioted Cis "MAX, ON CENTEr rmr;t be adjusted to =. mloin the min, edge distance to morforjoinf5, addftlonat corrrete anchofs mcp/ be rammed to arwxe the 'MAX. ON CENTER" dkrhert. s are riot exceecL-d, 3. corXiet' 5 onchor tobe, - ANCHOR ANCHOR ) WK N. CLEARANCE TO Mft CLEARANCEP0 TYPE Saf EMSEDMEW MASONRY f AWACrWANCHOR ITW r ELCO 1/, r 1-114- 2X BUCP FRANq MA' SONP OPENIM 2X FRAME ANCHC*ING Masonry Construction AEEnN'r , PAIL a= o LFS FL- 104M5 9 maxw IX BUCK DIRECT TO MASONPY X01 #1 I x BUCK -/ TERAME MASONRY OPENING a MAW IX Rick and Dired to Mmorvyj CONCRET A1.4CHOR NOTES: I , Sutsriftilion of equaf concrete otxficrs from a clifferent supplier nW have doerent edge dstonce orld center ckfance, reqvkemertts. 2 COncreta mchor bcolk)m of the Comen moy be adAuled to axwnton the mn. edge cWance to rwtforjokits. 9 conaete archor knnot w "MAX ON CENTEr nk& be ocousted to mwtan the n-mi. edge cktance to mcifortmts addjt*rx)f cc4xTete onchf may be reqtired to anam the 'NIAX ON CROW &rierdam ore wt exceeded. x. c4rcfete onchor tabia: 7iZf— iok —Ayaw Mik CLEAkANCf TO MIN. CUARAUCE To TYPE $)Zf 0"MMENT MASONRY WOE AWACENT ANCHOR ITW r ELCO I Ir 1-1/,r N 2X W( 00D STUD FRAMING OR STEEL STUD FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHffECT OF PECORD BASED ON WIND LOA[ AND THE CLADDING BEING USED, FRAME ANCHORtUG 2X Wood & Steel, Stud constn-ction I 6 z CEQ I BlU Of MATERIALS I NEM DOCRUMON MATEX4 A 2X BUCK - SG >- 05 i— WOOD B X BUCK - SG - O55 WOOD C 1/4" MAX. SHIM SPACE MASONRY - 3,192 PSI MIN, CONCRETE CONFORMING TO ACt 301 D OR HOLLOW BLOCK CONFORWNG To ASTm C90 CONCRETE E 8 x T PFH WOOD SCREW STEEL F IX X 2-31r ELCO PFH CONCRETE SCREW STEEL G 1/4X 2-114 ITW PFH CONCRETE SCREW Sr -:—EL H 114'X 2314'ITW PFH CONCRETE SCREW STEEL K 10 PFH SELF-DIMLING SMS STEEL Y STEEL STUD Mim ihk-.CGT (ASIM A&53 GRADE 33 F=33 0 M[n, FU=45 0 Mhl STEEL I MAIN FRAME - JAMB* 2 MAIN FRAME - SW fyc- PVC 3 MAIN FRAME - HEAD* PVC 4 SASH - LOCK RAii* PVC AXED RAV PVC5 6 SASH - BOTTOM RAIL' PVC 7 GLAZING BEAD* PVC 8 SASH - STILES* PVC GLAVNG SPACER STEEL9 10 GLAZING TAPE - DOUBLE SIDE ADHESIVE 10A SETTING BLOCK I I TILT LATCH POLYMER 12 METAL CAM LOCK AND KEEPER STEEL 13 REINFORCEMENT - ALSIDE #UYODB2 STEEL 14 SILL ADAPTOR- PVC 15 STILE REINFORCEMENT STEEL THE APPROVED WHITE RIGtO PVC EXTERIOR EXTRUSiONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN" AAMA CERTIFICATION PROGRAMS FOR PIGID, PVC EXTRUSIONS. 3/4'THICK GLASS I /9'ANNEALED AIR SPACE 1/8'ANNEALED 71— 1.427' L 0.071- ht"FkAME20 mmm 4- 1,448- C4')-IA UICK,11" ca 0 D&r 6 i4-M— A 0011- 0.047" R6 O A