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Home My WebLink About125 W Jenkins CirAUG . 3 2015 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 9 2 qO Job Address: Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration® Repair Demo Change of Use Move Description of Work: 2o-W, 0"'o w t' w d.® Ws + 3)-a a)CS Plan Review Contact Person: 1= (3 FV Arao4 iA Title: 'L Phone: c -oI - `lam` -° `OeR Fax: moo-) --,a-9 ')- -t R) g Email: k*-,( ® a Property Owner Information Name -1 k C Phone: 4n- 19—u -21 Street: (% [ a? Cp City, State Zip: 0 an (IV) A 0-er - J `IU Resident of property? : Contractor Information Name Phone: 4b) ^ D-ot Street: ' CRS CONTRACTING Fax: 'C-0-)1234N. Pine Hills Rd. City, State Zip: Orlando, FL 32808 State License No.: C e C 1 S70 C 18 - Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: 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 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 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. Signa of0 ner gent date Print Own r/Agent's Name 9(L Sign tur o t - tate of F on a Date JULIET LOPEZ MY COMMISSION # FF 093730 EXPIRES: February 18, 2018 Bonded Thru Notary Public Underwriters L Owner/Agent is Personally Known to Me or Produced ID Type of ID azure of Contractor/Agent Date Print Dso Sharma Arffljra 46 Is vrf • JULIETLOPEZF,q ' : r - MY COMMISSION # FF 093730 a EXPIRES: February 18, 2018 Bonded ThruNotary Public Undenvrilers Contractor/ Agent is -L Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 19 Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads 0( 80-- APPROVALS: ZONING: S- I %-IS Sn —UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: r--( Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Pre our 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 Roof Final Stucco / Siding Insulation Final Final Utility Building to Final Door C7C7 Final Window Final Screen Room Mobile Home Tie Down Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) Address: /?S W. 1t=taJ S ELECTRICAL PERMIT Min Max Inspection Description Electric Underground - Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final PLUMBING / GAS PERMIT Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Gas Underground Gas Rough Gas Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final REVISED: June 2014 THIS INSTRUMENT PREPARED BY: Name: CRS CONTRACTING Address: NOTICE OF COMMENCEMENT State of Florida 5CountyofSeminole MARYANNE MORSE? SE11INOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 3521 Ps 399 QPss) CLERK'S T 2015089215 RECORDED 08/13/2015 10:00:14 AM RECORDING FEES $10.00 RECORDED BY hdevore Permit Number: • Parcel ID Number: ( ')- — a'o — 3 0-6 a " d 000 — 0 1 90 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. D $CRW JenKInS CIOCPSa11T016?11 2 / Vn of the property and street address if available) 12 CERTIFIED CLERK OF) replace Windows , eXtIdoorSEMENT: own Nam Addr Fee Simple Title Holder (if other than owner) Name: CONTRACTOR: Name: crs contracting Address: 12134 n pine hiilds rd, Orlando , fl 32808 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 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, 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 lynoCI dge and belief. Owners Signature Owner's Printed Name Florida Statute 713.13(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 foorre'gooiing Instrument was acknowledged before me this - day of 20 by l.t 1 i l / j in J Who is personally known to me Name of person making statement OR who has produced identification type of identification produced: JULIETLOPEZ 2:+: MY COMMISSION # FF 093730 EXPIRFS: February 18, 2018 9onded Thru Nolery Public Underwriters Notary Sign re SCPA Parcel View: 12-20-30-504-0000-0190 Page 1 of 2 Oavld Johnson. CFA Property Record Card PROPERTY Parcel: 12-20-30-504-0000-0190 APEMINOPRMHER Owner: FETLAR LLC SLECOUNTY FLORIDA Property Address: 125 W JINKINS CIR SANFORD, FL 32773 l Parcel:12-20-30-504-0000-0190 l Property Address: 125 W JINKINS CIR Owner: FETLAR LLC Mailing: PO BOX 1226 OAKLAND , CA 94604- Subdivision Name: SOUTH PINECREST 4TH ADD Tax District: SI-SANFORD Exemptions: DOR Use Code: 01-SINGLE FAMILY 5 Value Summary 2015 Working Values 2014 Certil Values Valuation Method Cost/Market Cost/Mark( Number of Buildings 1 1 Depreciated Bldg Value 38,576 37,389 Depreciated EXFT Value Land Value (Market) 14,000 14,000 Land Value Ag Just/Market Value 52,576 51,389 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 Assessed Value 52,576 51,389 Tax Amount without SOH: $1, 2014 Tax Bill Amount $1, Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 52,576 0 Schools 52,576 p City Sanford 52,576 0 SJWM(Saint Johns Water Management) 52,576 0 County Bonds 52,576 p Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 7/1/2015 08519 1800 82,500 No Improved CERTIFICATE OF TITLE WARRANTY DEED 9/1/2014 3/1/2006 08340 1197 0989 51,000 184,900 No Yes Improved 06200 Improved WARRANTY DEED 4/1/2004 05327 1386 122,500 Yes Improved http://www.scpafl.org/ParcelDetailInfo.aspx?PID=12203050400000190 8/13/2015 CRS Contracting 125 w jinkins Waypoint General Contractor sanford 1234 n pine hills rd Name: Address: City: Description Deo --•-•--•,•-• 125 W Jink ns Cir Sanford location i-••- unit! Qty E....•-.................... COSt Door, Exterior, Fiberglass Door, Panel, 32" Wide, Prehung with Casing Set Kitchen Ea. 1 225.00 32" RHOS Door, Exterior, Repairs / Adjust / Refinish Family Room L.S. 2 250.00 Entry door installed backwards. Reinstall entry door so it is a right-hand outswin Garage Garage door installed backwards. Remove door and install door so it is a right-hand outswin . Door, Interior, Panel, 30" Wide, Prehung with Casing Set Hall Bathroom # 2 Ea. 3 375.00 28" RHPH Mas. Bedroom 30" LHPH Half Bath 28" LHPH Door, Interior, Smooth Flush, 30" Wide, Prehung with Casing Set Rear Bed # 3 Ea. 2 250.00 30" RHPH Bedroom # 3 30" LHPH Exterior Trim, House Numbers and Letters Exterior Ea. 2 1 $ 25.00 Install address numbers on property and mailbox. Exterior Trim, Mail Box, Curb Side, with Post Exterior Ea. 1 150.00 Garage Door, Electric Door Opener Gara a Ea. 1 65.00 Interior Trim, Wood Closet, Rod Metal Support Brackets Bedroom # 3 Ea. 10 100.00 LDSCP, Package - Turn, Maintenance & Tune Up Landscape L.S. 1 350.00 Install bedroom Closet shelving. PLMB, Bath Tub / Shower, Thinset Ceramic Tile, Repairs / Cleaning Hall Bathroom # 2 S.F. 1 150.00 Install landscape package. Painting, All Interior Interior S.F. 1550 1AW.00 Drain from sink is leaking. Replace any damaged or missing components. Painting, Exterior House Walls Exterior S.F. 1500 1,500.00 Install new washer valves and drain line at washing machine. Window, Aluminum, Replacement Family Room Ea. 19 4275.00 Pressure wash exterior of property prior to painting. Complete exterior paint package. Kitchen Property has open Building Permits. Permits. Cotacor willbe •..r.s.p.o...n.s.fb. a.. or.amspc•tron-s,- fees, permits, etc. Hall Bathroom # 2Mas. Bedroom Clean and lubricate all windows. Replace any missing or damaged window components. Rear Bed # 3 Bedroom # 3 Half Bath Window, Aluminum, Screen, Repair Garage I lEa. 5 1.$ 125.00 r........... 9,240. 00 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 15-2580 Date: August 20, 2015 Contact Person: Deo Contact Fax Number: Contact E-mail Address: Sharmadeol(a gmail.com Project Description: Windows/Door Job Address: 125 W Jenkins Cir The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted 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 to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: 1. Please submit two (2) copies of Florida Product Approval and manufacturer instructions for the windows. The product approval submitted was for window mullions. FBC 107 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. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey@sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner 1- awLUIj wwwscpafl.org/footprint.aspx?PID=l2203050400000190 t__ R1 arcel: Building # 1 Page # 1 +Note:Click on image to drag. 3?`ESa 7 Vs a ., ri IA OALL IA4fvD 0 25 R t, tr r. 2.w. rv,o wS 3 j crr , $ -00Ysi) CIO ; 3 I 1 f ® QG Nt I c 6W 3X3' 3 F- I 'M 0T>es> mvcm ;d iOmO Orn C7 t7 mnZy QcnC C) 20 2 i nrnuomcn 5 o o zicmi Z 15 - --Ir4,3 rj 13 --oCA T "o0M ! w rMMM I E E 1 boo 1 F3'05 I en-z Ouzo3 nsvmMWRJi' 22 azmv Z 22OP,F1QGRFY) m BSF v o j m n vv- 37 38li - I o 0 z 0 m http:// www. scpafl.org/footprint.aspx?PID=12203050400000190 I S 5 W S I N K 1 W S C 11 Y 1/1 8/7/205 1 Florida Building Code Online v f Ronda Dep itlwt0( BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publication ' B ap' Busines Aal earch Proessi @'USER: Prodicuct Regulation Product Approval Menu > Product r Application 5earch > Application List e - Application Detail FL # FL5891-R4ApplicationType Code Version Revision Application Status 2014 - Approved Comments Archived 0 Product Manufacturer Address/Phone/Email Thermo-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultanti.com Authorized Signature Rick Wright , rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email - Category Subcategory Exterior Doors Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed FloridaProfessionalEngineer 2) Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon Schmidt, P.E. Evaluation Report Florida License PE-43409QualityAssuranceEntity Quality Assurance Contract Expiration Date National Accreditation and Management Institute Validated By 12/31/2018 Ryan J. King, P.E. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code U Validation Checklist - Hardcopy Received FL 891 R4 COI CERT7FirnTE OF INDEPENDEN E Ddf gtan_ and e SSTD 12 Year TAS 202 1999 1994 flo'idabuilding.org/pr/pr_app dd-aspx?param=wGEVXQwtDquw6mPIZhp%2fndRcOWkL6oisAWL9J%2bHFuSk%3d 1/3 8/7/2015 Florida Building Code Online ir Product Approval Method Method 1 Option D Date Submitted 01/28/2015 Date Validated 01/29/2015 Date Pending FBC Approval 02/02/2015 Date Approved 04/15/2015 Date Revised 06/13/2015 Summary of Products FL # Model, Number or Name Description 5891.1 a. "FlberClassic" 618 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R4 II Inst 5891.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.1 for Design Pressure Ratings by FL5891 R4 AE Eva[ 5891.1.odf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes installation instructions. 5891.2 b. "SmoothStar" 6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R4 II Inst 5891.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.2 for Design Pressure Ratings by FL5891 R4 AE Eval 5891 2 ndf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes installation instructions. 5891.3 c. "ClassicCraft" 6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R4 II Inst 5891.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.3 for Design Pressure Ratings by FL5891 R4 AE Eval 5891.3.odf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes installation instructions. 5891.4 d. "FiberClassic" 8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R4 II Inst 5891.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.4 for Design Pressure Ratings by FL5891 R4 AE Eval 5891.4.odf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes Installation instructions. 5891.5 e. "SmoothStar" 810 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R4 II Inst 5891.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.5 for Design Pressure Ratings by FL5891 R4 AE Eval 5891.5.odf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes Installation instructions. 5891.6 f. "Class[cCraft" 8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R4 II Inst 5891 6 odf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.6 for Design Pressure Ratings by FL5891 R4 AE Eva[ 5891.6.odf http://wwwAoridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquw6mPlZhp%2fndRcOWkL6oisAWL9J%2bHFuSk%3d 2/3 THERMA-,0I1"1R-,U a THERMA TRU DOORS118INDUSTRIALDR., EDGERTON, OH 4351 7 X01F X 6 F8„ FIBER CLASSIC" FIBERGLASS SINGLE DOOR INSWING / OUTSWING IMPACT` GENERAL NOTES I. This product has been evaluated and is in compliance with the 5th Edition (201'4) Florida BundingCode (F8C) structural requirements excluding the "High Velocity Hurricane Zone` (HVHZ): 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to basematerialshagbebeyondwagdressingor -stucco. 3. When used in dress requiring wind 1609.1.2 of the 'bome debris protection this product complies with SectionFBCanddoesnotrequuireanimpactresistantcovering; This product meets missilelevelVandeXcludesWindZone4asdefinedinASTMEl996andSection16o9.1.2. 2 of the F8C. 4. For 2x stud framing construction, anchoring of these units shag be the some as thatshown'for 2xbuckmasonryconstruction. 5. Site conditions that deviate from the details of this drawing require further engineering analysisbyaficensedengineerorregisteredarchitect. 37.59" MAX. OA = 1-4 n FRAME WIDTH — • y i " S ' a 36.0( r MAX '• ' r, .` a n PANEL WIDTH ` > > m af flfl i o 0 0 oa.:= ao6 Z f if IT VW W la7 = OQ Ci J z o o o ¢ g a 2d a i a m z a LU SW/NGggAjE[GNj'RESSURF(PS DI OIJPOSITIV" nzo INSWING 37.59" x 82.19- : 1.67.0, 67.0 MIM N.T.S. 9 OUTSWING 37.59" x 80.69" + owc - AL67.0 -67.0 cm ft LFS 3 FL-5891.1 'o o mw 1 or 7 n O`% * //4 N C; 11 EXTERIOR %'. ' b zon 53 L, e. I11111 d rQiQ2 e UN y • 504 tf,' 3Th • p L p n m C, W 5 O=LL 57 INTERIOR LL a y56czo 3a 1 HORIZONTAL CROSS SECTION 2 y I W W W pIL Ui EXTERIOR INTERIOR mm 9 1 52 L100R TOP RAIL 53 UTCHSDIE ' m 2 2—V F < N m Z W O 4O En P 51 00 DOOR PANEL ' ' ' • • • ' y 50 Fb. Clack -.{ 1 21" 57 LOCK BLOCK 3 r" .•',%Y.y .: a o T-[mL f`' 2 VERTICAL CROSS SECTION s u r I DAM 4123 08 i sc-E N.T.S. HINGE STILE SS DOORBTM RAIL DKG. m AL m ML sr. LFS 3 DeAvlm No.: a m FL-5891.1 ° o Si+m _L OF 7 1° O s 1-1/4'MIN. EMB. (rYP.J 0d 01 HORIZONTAL CROSS SECTIONS 3 Umnng conrQmlan ITERIOR iERIOR INTERIOR EXTERIOR 1-1/4" MIN. EMB. PP.) 0 HORIZONTAL CROSS SECTION 3 Shown w/IX wb-buck INTERIOR EXTERIOR 0 HORIZONTAL CROSS SECTION Inswing configuration IN 2oaj W .: 0 .•. ZS o a Z ULm : maa Gz o41d z z fr 2W 14/4" MIN. EMB. (TYP.) W3O8 7 toi L AL m' ar LFS 3 xwc w- rc FL-5891.1 0 o, T 3 of 7 n INTERIOR INTERIOR EXTERIOR I VERTICAL CROSS SECTION q Inswing configuration EXTERIOR e . 3 VERTICAL CROSS SECTION Q Inswing configuration 1 2 VERTICAL CROSS SECTION q Shown w/Ix sub -buck EXTERIOR INTERIOR fig'. Q mp 1-0 7 N ° 9 f7 x= 9`• U aa- i 4 is Z 3 a.i ] a zW N ^ 0 j N^Z f°] n e wn 4123108, SMU N.T.S. ° owc. BY: AL m' 4 VERTICAL CROSS SECTION 4 arc er: LFS Outswing configuration 3 FL-5891.1 0 0 sHM 4 OF 7 O I I D MASONRY TYP. HEAD & _ OPENING JAMBS m rn a 2X BUCKS 0 t1UCK ANCHORING STRIKE JAMS CONCREM ANCHOR NOTES. I. Concrete anchor locations at the comers edge distance to mortar joints. l adjusted to maintain the min. 2. Concrete anchor locations noted as MAX. ON CENTER" must be G*sted tomaintainthemin. edge distance to mortajoints, additional concrete anchorsmayberequiredtoensuretheMAX. ON CENTER" dimension ore not exceeded. 3. Concrete anchor fable: AIJCHOK; .1NCl4i7Ti ;'lyllN; .'.:'.:: ;MIN: CLE4RANCE_• MINI C!f/1RANCE SREITWti; :•: ,fMBEDMEN% ::::••T0:14iASONRV;;'.. ;;.•TOsTOfACENF.`. EDGE::•:.`:i•i• :;•ANEHpg.,:... TAPCON® 1/4' i•1/a' z- a F ELCO y ULTRACON t/a• 1.1/4" r a WOOD SCREW INSTALLATION NOTES: 1. Mainfoin a minimum 5/8" edge distance, lend distance, & 1"o.c. spacingOfwoodscrewstopreventthespliiHingofwood. 0d to MASONRY OPENING ' FRAME K TYP. HEAD & a: JAMBS o 2X FRAME ANCHORING Masonry 2X buck construction HINGE DETAIL y •\ n 1 •••• \\ J O 0 O C11 c lV •• U y+ 9ou m daIa47 cz0 3a Nz z Z 8 OZ Icn U O 0 N C1 p Uw 1 a a cow HINGE JAMS UTCH a MA mMT DUML j uz w z N Q F J o N •- 0 wtE 4123108 i scv t N.T.S. ° orG. or AL m' axc Bn LFS 3 ORAWM N0: 0: FL-5891.1 0 0 sxtcr 5 0< 7 ^ P1 z 9 w 00A .:z X a Z. 0 0 a. V) P) d'R MASONRY M IL OPENING zo0 A aS: J FRAME CL: Ca r- QZBSd LZ QczT 0 X " 1 §1 V) Zvi E TYP. HEAD & ao f5l: w IX BUCK Of LATCH & DEADBOLTDETAIL 0 Wz STRIKE JAMS FRAME ANCHORING HINGE JAMS Masonry I X buck construction CONCRETE ANCHOR NOTES: o CX 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarMnts. Z Concrete anchor locations noted os'MAX. ON CENTER"must be adjusted to matntaln the rrdn. edge distance to mortorJoints, additional concrete anchors G) may be required to ensure the %v1AX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: 10 LEA NCEAN-chbR.- ANCHOk"'..": MIN",--- WIlf, CLEARANCE% MIN.-C . RA 4123108 scgE N.T.S. Z" To AbiA tkht. -.70 MASOAgi& XWEDAqw. 1TW TAPCONO 1 /'r 1-114' ITW TAPCONO 3/16" 1-114" r HINGE DETAIL DRAMWOODSCREWINSTALLATIONNOTES: 6 1. Maintain a minimum 5/8"edge distance, 1'end distance, & l"o.c. spacing of wood screws to prevent the splitting of wood. 141)l1» YVUUL)/LVL COMPONENTS (PINESG>=0.42) c; E2 C4 F -. M,ta 88HEAD& SIDE a N 3 Ib Z tj Z2(r 2: E. T L 4.6T T o SELFADJUSTINGSADDLE THRESHOLD Z* N.T.S. BY. AL fff.- LFS FL- 589 i. i T 7 OF 7 z z 0u11 zOC2 8/20/2015 Florida Building Code Online wr.m. it • „x_ . f na tp( BCIS Home I Login I User Registration Hot Topics I Submit Surcharge I Stats & Facts Publications I FBC Staff I BCIS Site Map ( Unks I search Bus'i'"ntr"es ProfessikI USER: prodPublics User Regulation -- lrmwarn Product ADDroyal Menu > Product or Application Search > Application List > Application Detail kow FL # FL14039-112 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved C' Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 540) 484-6463 dstammen@plygemwindows. com Travis Arthur tarthur@plygemwindows. com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute, Standard AAMA/ WDMA/CSA 101/I.S.2/A440 Method 1 Option A 04/ 22/2015 04/ 22/2015 04/ 25/2015 Year 2005 http:// wwwiloridabuilding.orgtprlpr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCBy1JtpN288FOsslZBpXeCeR69DOaW9UFHuGHw%3d%3d 1/2 8/20/201 Florida Building Code Online Summary of Products FL # Model, Number or Name Description 14039.1 4712/4812 Single Hung 4712FL/4712F/4812F Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14039 R2 C CAC NI010366.01-112.odf Approved for use outside HVHZ: Yes FL14039 R2 C CAC NI010366.02-R2.Ddf Impact Resistant: No FL14039 R2 C CAC NI010366.03-113.odf Design Pressure: N/A FL14039 R2 C CAC NI010366-R2.Ddf Other: See installation detail for sizes and ratings. FL14039 R2 C CAC NI010367.02-R1.Ddf FL14039 R2 C CAC NI010367.03-R1.Ddf Quality Assurance Contract Expiration Date 08/31/2018 Installation Instructions FL14039 R2 II PGW029 SS.odf FL14039 R2 II PGW030 AT.Ddf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14039 R2 AE PER3050 SS 2015-04-19.Ddf Created by Independent Third Party: Yes sack Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 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 mail 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(1), 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 official 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: Credit-Car-ri t---4SAFE http://www.floridabuilding.orglprlpi app_ d.aspx?param=wGEVXQwtDgtGLR%2byCBylJtpN298FOsslZBpXeCeR69DOaW9UFHuGHw%3d%3d 2/2 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (LE., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116 INCH ITW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT. S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) #10 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 6. FIN INSTALLATION: FOR INSTALLATION THROUGH STEELSTUD USE ONE (1)#8 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 7. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR101NTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A.CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3DOO PSI. B. MASONRY -STRENGTH CONFORMANCETO ASTM C-90, GRADE N, TYPE 1(OR GREATER). C. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALLTHICKNESS OF 33 MILS. (20 GUAGE) PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPAL RESISTANCE 6. WINDOW FRAME MATERIAL' ALUMINUM 6063-TS 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS. B. DESIGNATIONS X'AND'O"STAND FOR THE FOLLOWING: X. OPERABLEPANEL 0: FIXED PANEL TABLE OF CONTENTS ION SHEET DESCRIPTION GENERAL & INSTALLATION NOTESFIAELEVATIONS & ANCHOR LAYOUTS 4712FL VERTICAL & HORIZONTAL SECTIONS 4712F VERTICAL& HORIZONTAL SECTIONS 4812F VERTICAL & HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PSF) MISSILE IMPACT RATINGWIDTHHEIGHT 4712FL 48" 83.93" 50/-70 NOT RATED 4712FL 53" 72" 50/-60 NOT RATED 4712F 53" 72" 50/-60 NOTRATED 4712F 48" 83.93" 50/-60 NOTRATED 4812F 48" 84" 50/-60 NOTRATED 4812E 48" 96" 30 / -30 NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.1010:48.44-04'00' P,I PLYGEP WItvOON 433 N. MAIN ST.. PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540.484-6348 FX• 540-484-6683 mm N M V # v Z iimUZ2 P O V W • H j.jY Z W j A < Z F N C e* Li F o ca 1 L3 0 Z -J o 3:E M UZ W OF 5 UNIT MAX. WIDTH 53.00" D.L.O MAX. WIDTH 49.44" 3 4 D 3 „0„ UNIT MAX. HEIGHT 72.00" 4 "X., A E 3 4 SASH MAX. WIDTH 51,25" ELEVATION D.L.O MAX. WIDTH 44.3 D.L.O. MAX. Ko D HEIGHT 5 3 33.25" FUNIT MAX. HEIGHT 96.00" SASH MAX. HEIGHT 36.31" 1 SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE ANCHOR LAYOUT SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE UNIT MAX. WIDTH 48.00" 5 B F 3 4 I D.L.O. MAX. 0„ HEIGHT 45.56" SASH MAX. HEIGHT 35.88" H 4 3 4 5 SASH MAX. WIDTH 46.25" ELEVATION EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE INSTALLATION QTY PER SUBSTRATE EMBEDMENT DISTANCE DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION IN.) IN.) IN.) IN.) IN.) 8 SELF -TAPPING FIN 1 STEEL STUD 3 THREADS N/A 12 12 9 4 3/16" ITW TAPCON FLANGE 1 CONCRETE/MASONRY 1.25 2.5 20 20 4 10 SELF -TAPPING FLANGE 1 1 STEEL STUD 1 3 THREADS N/A 20 1 20 4 1015 PLy GEMwiN'EKMS 433 N. MAIN ST. PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6663 h mm m o C N p, y m J u tiv < p w N d j m W mmn ° O m H4 < m m Z H RW " e Z93 11 < S_ G 31 w mw as I 2 OF 5 3/16" ITW TAPCON INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & IX IN STALLATION WOOD SUCK BY OTHERS LNIXWOODSUCK BY OTHERS EXTERIOR FINISH BY OTHERS 1/4" MAX. SHIM SPACE 3 THREADS MIN. ENGAGEMENT 2 1/2" MIN. EDGE DISTANCE #10 SELF -TAPPING SCREW INSTALLATION ANCHOR 11/4" MIN. EMBEDMENT f PERIMETER CAULK---1/4' MAX. j O.A. BY OTHERS SHIM SPACE WINDOW HEIGHT SEE GLAZING Z EXTERIOR DETAIL I INTERIOR eg VERTICAL SECTION HEAD - 1XWOOD/CONCRETE/MASONRY 4712 FLANGE EXTERIOR INTERIOR SEE GLAZING DETAIL METAL STUD FRAMING BY OTHERS Aro=0' PLy GEMWINDOWS INTERIOR 433 N. MAIN ST. PO SOX 559, ROCKY MOUNT, VA 24151 PH: 540-48"348 FX W-48"683 SEE GLAZING m m DETAIL I z o z LUVUo 0 .c BY OTHERS ;V. !! m EXTERIOR n 'n z Z Lu -J 'c ZLu c Lu EXTERIOR FINISH w Lu BY OTHERS O.A. PERIMETER CAULK WINDOW BY OTHERS WIDTH HORIZONTAL SECTION JAMB - STEEL STUD FRAME co 4712 FLANGE V) 11/4" MIN. z EMBEDMENT 0 1/4" MAX. CONCRETE/ MASONRY BY OTHERS z SHIM SPACE 0 CAULK BETWEEN CONCRETE/ MASONRY & IX > WOOD BUCK BY OTHERS Lu w INTERIOR IX WOOD SUCK 40 BY OTHERS 3/16" ITW TAPCON INSTALLATION ANCHOR c; I Z O.A. WINDOW ll t p HEIGHT STRUCTURAL GRADE 1/4"MAX. 2 1/2"MIN. 1% 1* SILICONE BY OTHERS ---,, SHIM SPACE EDGE DISTANCE EXTERIOR FINISH LL: .1 n BY OTHERS IX WOOD BUCK BY OTHERS SEE GLAZING DETAIL EXTERIOR FINISH BY OTHERS W u) co Z CAULK BETWEEN EXTERIOR CONCRETE/ MASONRY & IX PERIMETER CAULK WOOD SUCK BY OTHERS O.A. BY OTHERS WINDOW o11 zu) 3. * h4 m2: u z CONCRETE/ MASONRY BY OTHERS WIDTH Go 1.3 v) W& 4p PGW029VERTICALSECTIONHORIZONTALSECTION 3 SILL - IX WOOD/CONCRETE/MASONRY 3JAMB IX WOOD/CONCRETE/MASONRY SHEET* 3 OF 54712FLANGE4712FLANGE 1/4" MAX. 3 THREADS MIN. SHIM SPACE SHEATHING ENGAGEMENT 8 SELF -TAPPING SCREW BY OTHERS INSTALLATION ANCHOR EXTERIOR FINISH METAL STUD FRAMING BY OTHERS BY OTHERS 8 SELF -TAPPING SCREW PERIMETER CAULK INSTALLATION ANCHOR BY OTHERS METAL STUD FRAMING SBYOTHERS; O.A. 1/4" MAX. WINDOW SHIM SPACE Z 3 THREADS MIN. HEIGHT ENGAGEMENT SEE GLAZING-I'f SHEATHING-- DETAILI EXTERIOR INTERIOR BY OTHERS EXTERIOR. FINISH BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH VERTICAL SECTION G HORIZONTAL SECTION HEAD - IX WOOD/CONCRETE/MASONRY JAMB - STEELSTUD FRAME 4712 FIN 4 4712 FIN SEE GLAZING DETAIL i EXTERIOR O.A. WINDOW HEIGHT INTERIOR 1/4" MAX. SHIM SPACE nnnnn PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS—' 3 THREADS MIN. L ENGAGEMENT E VERTICAL SECTION SILL- PRECAST CONCRETE 4712 FIN METAL STUD FRAMING BY OTHERS 8 SELF -TAPPING SCREW INSTALLATION ANCHOR EXTERIOR VERTICAL SECTION MEETING RAIL INTERIOR ra PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559. ROCKY MOUNT, VA 24151 PH. 54D-484-6348 FX'. 54OA84-6683 SEE GLAZING V) DETAIL Z LU z4 ; n z Zc Z c 'j u EXTERIOR INTERIOR c; co U) Z z::i V) t xI ;j Zv5 W& #: PGW029 HEET' 4 OF 5 1/4"MAX. SHIM SPACE 3 THREADS MIN. APLy GEM SHEATHING ENGAGEMENT #8 SELF -TAPPING SCREW wltvZows: BY OTHERS INSTALLATION ANCHOR 8 SELF -TAPPING SCREW 433 R MAIN ST, PO ROX 559, EXTERIOR FINISH 2 INSTALLATION ANCHOR ROCKY MOUNT, VA 24151 METAL STUD FRAMING BY OTHERS INTERIORBYOTHERS METAL STUD FRAMING PH: 540-48"340 FX: W.0-484-6683s PERIMETER CAULK --- BY OTHERS BY OTHERS V: z SEE GLAZING 3 THREADS MIN. DETAIL I V) 02ENGAGEMENT !j 11O.A. 1/4' MAX. ix u WINDOW A71/ SHIM SPACE SHEATHING—_ Z HEIGHT BY OTHERSErf ;w. m LU SEE GLAZING) 3/4" O.A. INSULATED GLASS z 3 " c40Z tu _j z DETAILS A EXTERIOR co LU EXTERIOR FINISH 0, EXTERIOR INTERIOR W 4sDOW1199 SILICONE BY OTHERS O.A. PERIMETER CAULK WINDOW BY OTHERS WIDTH VERTICAL SECTION L HORIZONTAL SECTION JAMB - STEEL STUD FRAME co HEAD - 1XWOOD/CONCRETE/MASONRY 4812 FIN 4812 FIN 1/2" MIN. GLASS 1/4' MAX. — — z SITE w,v SHIM SPACE SEE GLAZING O z0DETAILSP IGLAZINGDETAIL1 INSTALLATION # 8 SELF -TAPPING SCREW ANCHOR > Lu 'nLu EXTERIOR INTERIOR Ix 93 O.A. NOTE; METAL STUD FRAMING WINDOW 114"MAX. GLASS THICKNESS AND TYPE ,BY OTHERS HEIGHT SHIM SPACE SHALL COMPLY WITH ASTM E 1300 GLASS CHART REQUIREMENTS OI INTERIOR 3 THREADS MIN. z PERIMETER CAULK ENGAGEMENT N BY OTHERS METAL STUD FRAMING :::::SHEATHING7' EXTERIOR FINISH ............ BY OTHERS BY OTHERS BY OTHERS LL: SHEATHING ,#B SELF -TAPPING SCREW - O . BY OTHERS3 THREADS MIN. INSTALLATION ANCHOR EXTERIOR FINISH LENGAGEMENTSEEGLAZINGBY OTHERS DETAIL I PERIMETER CAULK BY OTHERS 2 co c; EXTERIORO.A. <Z Vv)) WINDOW WIDTH 3: X: V)" z 110DWG #: VERTICAL SECTION SILL - PRECAST CONCRETE HORIZONTAL SECTION PGW029 4812 FIN S JAMB - STEE4812FINL STUD FRAME SHEET: 5 OF