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HomeMy WebLinkAbout146 Wildwood Dr (2)10* r' F` r^ , �a �! AV I CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 8- :LLD 8 Documented Construction Value: $ 2440.88 Job Address: 146 WILDWOOD DRIVE Historic District: Yes ❑ No 0 Parcel ID: 10-20-30-502-0000-0780 Residential X❑ Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ RepairEl Demo ❑ Change of Use ❑ Move ❑ Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE Plan Review Contact Person: CHARLES MERINO Title: INSTALL MANAGER_ Phone: 321-284-8290 Fax: 877-225-0658 Email: CMERINO@PRECISIONDOOR.NET Property Owner Information Name JOHNSON, LESLIE & JESSICA Phone: 407-878-2048 Street: 146 WILDWOOD DRIVE Resident of property? : YES City, State Zip: SANFORD, FL 32773 Name WILLIAM WALDEN Street: 244 OBRIEN RD City, State Zip: FERN PARK FL 32730 Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: 321-284-8290 Fax: 877-225-0658 State License No.: CRC1330671 Arch itectlEngineer 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. l 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: 5u` Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 10 a� "e 62 9 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date WILLIAM WP Print Contractor/ Zz� '*_1 KmIure of Notary -State o lorida Date G CHARLES E. MERINO =" MY COMMISSION # FF940114 w, c-: EXPIRES December 01. 2019 (4e!)388-e'S3 Floridatiortygc .cor Contractor gen t Xersortal nown to Me or Produced ID Type of ID 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 ❑ APPROVALS: ZONING: COMMENTS: ENGINEERING: # of Heads UTILITIES: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING:�r a-19 - I?, Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE lRpff 19 . od a'Sk wrvG Pl- -r Mlln Max Ins ec tion 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 Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen. Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building Other Address: Mnn max, Ins2eetllon ](Descri2ltllon Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final min Max Ins2eettnon DeseIl'nj don Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Mnn Mays Ins ecdon Desc>rn2flon Mechanical Rough Mechanical Final, `°id d 11111 Yip. iid°y 7''•.7:..+ .Z...�w Jt.:R`1''F,h'!q a4' min Max l ims ec tion. IDescri fion Gas Underground Gas Rough Gas Final REVISED: June 2014 STORE COPY ,M t INSTALLATION SERVICES CUSTOMER CONTRACT - MWORK - GARAGE DOOR - AMARR y ' LOWE'S OF SANFORD, FL, STORE # 1657 STORE PHONE: (407) 430-4060 3780 S ORLANDO DR SALESPERSON: IRIS JACKSON SANFORD, FL 32773.5614 SALESPERSON ID: 1187329 Document Print Date : 05/11/2018 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 attachments hereto, shall be referred to herein as this "Contract." PLEASE READ THIS ENTIRE DOCUMENT INCLUDING THE "TERMS AND CONDITIONS." BEFORE SIGNING Lowe's Registration or Contractor License Number / Lowe's Contractor Name Florida Contractor License Number CGC1508417 Customer Name Home Phone S JESSICA JOHNSON 407-878-2048 o Customer Address Other Phone 146 WILDWOOD DR L City State / Province Zip / Postal Code D SANFORD FL 32773 Installation Address T 146 WILDWOOD DR O Installation City Installation State/Province Installation Zip/Postal Code SANFORD FL 32773 MERCHANDISE AND INSTALLATION SUMMARY MERCHANDISE SUMMARY 737050 : 7055-TKV : STK : GENIE 1-1/4-HP BBU BELT DRVE OPNR : GENIE 1-1/4-HP BBU BELT DRVE OPNR : GENIE COMPANY - QTY 1 169575 : 850-160070 : SOS: INSTALL GDO AMARR: LABOR - OPENER: AMARR COMPANY - QTY 1 Materials Price $1979.8 INSTALLATION DESCRIPTION Location : FRONT Garage Door Size : 16-ft x 7-ft Store 1657 Project No. 542396005 for JESSICA JOHNSON Page 1 of 7 STORE COPY Garage Door Color: WHITE Will GDO be installed: Yes Existing Damage: No Permit Required : Yes Permit Fee: Yes Describe Other Work Needed : FULL BUILD OUT NEEDED Comments: No Comment Describe extra Installed Garage Door Accessories : None Was GDO Included in m2o created order: Yes Customer Understands Scope of the Project : Yes Who Will Obtain Permit: Third Party Additional Miles Traveled over 20 : 0 Other Work Charge: Yes Additional Specifications: Notation: Lowe's will not make structural modifications, paint or stain or remove/reinstall security system equipment. Installer will plug cord into 110V receptacle within 3' of opener. Lowe's does not run new wiring. Additional Specifications: Federal law requires Lowe's to provide you with the pamphlet Renovate Right: Important Lead Hazard Information for Familes, Child Care Providers and Schools. By signing this Contract, Customer acknowledges having received a copy of this pamphlet before work began informing Customer of the potential risk of the lead hazard exposure from renovation activity to be performed in Customer's dwelling unit. PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees and independent contractors the right to take photograghs of the Premises where In- stallation Services will be performed and all work performed at the Premises related to this Contract, and irrevocably grants to Lowe's all right, title, interest in and to the photographs for use in all markets and media, worldwide, in perpetuity. Customer authorizes Lowe's to copyright, use and publish the photographs in print and/or electronically, and agrees that Lowe's may use such photographs for any lawful purpo a including, but not limited to, marketing, advertising, publi- city, illustration, training and Web content. By initialing here, Customer agrees to the foregoing. K 0 [Customer to initial to the left]. NOTICE TO CUSTOMER -PRICE CALCULATIONS: In order to properly perform the installation of certain Goods, the Contract Price may include more Goods than actually will be installed based on the measured square footage of the Project Area. As a result, the parties agree that the lump -sum Price stated in this Contract is calculated upon both the value of the estimated Goods required to fulfill the Contract (including waste), which may exceed the actual square footage of the Project Area, and the labor which may be estimated based on the amount of Goods required to fulfill the contract (including waste). By signing this Con- tract below, Customer acknowledges receipt of this notice and agrees and understands that the Price includes these costs which may not be refunded once the Installation Services are performed.. NOTICE OF ARBITRATION AGREEMENT This Contract provides that all claims by Customer or Lowe's will be resolved by BINDING ARBITRATION. Customer and Lowe's GIVE UP THE RIGHT TO GO TO COURT to enforce this Contract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lowe's and Customer's rights will be determined by a NEUTRAL ARBITRATOR and NOT a judge or jury. Lowe's and Customer are entitled to a FAIR HEARING. But the arbitration procedures are SIMPLER AND MORE LIMITED THAN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court order and are subject to VERY LIMITED RE- VIEW BY A COURT. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS AC- TION ADJUDICATION found in the Terms and Conditions of this Contract. Store 1657 Project No. 542396005 for JESSICA JOHNSON Page 2 of 7 STORE COPY TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES e applicable SUB -TOTAL *TAX DELIVERY ORDER TOTAL BALANCE DUE Work is to commence upon reasonable availablity of Contractor which is anticipated to be 3 ZJ [fill in date]. Estimated completion date is� [fill in date]. NOTICE TO CUSTOMER All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom- er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE. NOTICE TO OWNER: -ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001- 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON- TRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERI- ALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COM- PANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS -DAY OF Lowe's Home Centers, LLC Store 1657 Project No. 542396005 for JESSICA JOHNSON Page 3 of 7 STORE COPY Print Name: ���Q i <��A kp� •V�fl� �1 Address City State / Province Zip / Postal ode e- D Print Name (Seal) Co -Owner or Witness (Seal) Print Name Customer acknowledges receipt of a true copy which was completely filled in prior to Customer's execution hereof. You the customer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction. See the attached Notice of Right to Cancel for an explanation of this right. Store 1657 Project No. 542396005 for JESSICA JOHNSON Page 4 of 7 5/23/2018 SCPA Parcel View: 10-20-30-502-0000-0780 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 05/23/18 I hereby name and appoint: Thomas Beesi an agent of: Precision Door Service (Name of Company) to be my lawful attorney -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): ® The specific permit and application for work located at: 146 WILDWOOD DR SANFORD, FL 32773 (Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: William Walden State License Number: CRC1330671 1 Signature of License Holder: � I �; 1 L� STATE OF FLORIDA COUNTY OF Seminole N/A The foregoing instrument was acknowledged before me this 23 day of MAY , 200 18 by William Walden who is Apersonally known to me or ❑ who has produced as identification and who did (did not) talon oat - (Notary Seal) (Rev. 08.12) Print or type name Notary Public - State of Florida Commission No. My Commission Expires: ti Ynj . CHIA LE`✓ AVd lr Rylt7'd :•. F' m- NiY COM tiJSSION # FF940114 EXPIRES Decemberol, 2019 )40 f) 343_e.53 FloridaN1MI Servica.cerr 5/23/2018 parceldetaii.scpafl.org/FootprintPage.aspx?PI D=10203050200000780&BLDGNO=1 &PAG ENO=1 Parcel. 10-20-30-502-0000-0780 RECORD COPY Building No.: 1 Page No: 1 REVIEWED FOR COCK COMPLIANCE PLANS EXAMINER ��• tq tom__— DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE #� 8.2438 �\\-DING SAWFORD 41 http://parceldetail.scpafl.org/FootprintPage.aspx?PI D=1 0203050200000780&BLDGNO= 1 &PAGEN0=1 1 /1 e City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 146 WILDWOOD DRIVE As required by Florida Statute 553.842 and Florida Administrative Code ON-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 Sliding Sectional AMARR OAK SUMMIT 2000 16X7 FL5302.15-R8 Roll U Automatic Other - OVERHEAD 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # (include decimal) 5. Shutters _ Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products r Applicant's Signature Applicant's Name {-Y ��L m ����� an (Please Print) June 2014 ADJUSTABLE ROLLER CARRIER ATTACHE n V/ (2) 1/4' x 12e P BOLT { NUT PER BRACKET 16 GA. CAROLLERRESIDENTIALBRACKET TOP ROLLER ''/.*ET ATTACHED VAD CREW SCREWS 3/4' VEX MAD RACKET PER BRACKET TYP TOP F XTURES SEE PACE 3 FI N.T.S. 1 GLAZI r� STRUT AND S' TABLE 4 STILE F 1411A. DURASAFE - CENTER HINGE I V/ (4) - _- - 1/4' x HEX HEAD SORE' 3. 203A. STRUTS ATTACHED V/ (2) 3/4• O 2) HEX HEAD SCREWS AT SCREWS C ,c EACH CENTER STILE -:S OPTIONAL SECTIONS T P .E LAYWI^ �� TYPICAL DURASAFE LENTER HINGE/ C N.T.s 16'-D' MAX INSIDE ELEVATION (6z saPm OR OPTIONLL, N.T.S. 3' 20GA STRUT VENT) OF UNOBSTRUCTED ATTACHED V/ AIR FLOW EACH. (2) V4' X 3/4' HEX HEAD SCREWS 14 GA DURASAFE AT END AND CENTER --„ - - HOTTO END HINGE ATTACHED STILES 14 GA, V/(3) V/ (2) 1/4. x 3/4' ..,.8 HEX H 3' 20GA STRUTS HEX HEAD SCREWS ATTACHED W/ (2) IIG0. DURASAFE y 1/1' 3/4' HEX IIO MEAD SCREWS AT ROLLER CARRIERS ATTACHED END STILES TO END STILE V/ (2) 1/4' x 3/4' aPm ■ HE % HEAD SCREWS PER CARRIER V/ 12) 1/4' x HEX HEAD TE SECTION A —A (SIDE VIEW) N.T.S. 2. 10-$ALL STEEL LING STEM ROLLERS 2' 10-BALL STEEL V/ 7/16' RETAINER FOR LONG STEM ROLLERS NDN-THREADED SHAFTS V/ 7/16' RETAINER TOR NON -THREADED SHAFTS TYPICAL BOTTOM BRACKET/ ,I 1 INTERM OF DrR N.T.S. uAX WDT 11'O' TYPICAL DURASAFE END HINGE N.T.S. 1 11 2 X 6 SYP OR SPF Hike ' Oo�. SEE 2 (NO. 2 OR BETTER) TWO (25 ROWS OF (1) 5/16' DIA. I 1-5/8' THREE (3) VENTS LAG BOLT ATTACHED TO JAHB EQUALS 15 SO. INCHES AT EA JAMB BRACKET OPTIONAL STOP 20 GA CENTER STILES MOLDING OPTIONAL VENT DETAIL ,), N.T.S. `-' SPEafKAlKN15 AND MOTE THE METHOD OF TESTING WAS IN SUBSTANTIAL 1. ALL THE LOAD FROM 1NE DDDR Hs TMANSUIRED TO THE MD1➢GL TRACK IRDM THE R1ACN TME LOAD IS TRANSRRI® TD M wJlncu - CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM 'mANsi)D+m"'m um DeEa REm�s MD PaRnoN a THE Lo.D 330 AND AN SI/DASMA 108. THE PRESSURES SHOWT! ON THE z EACH wxDrx mum REccnrs MAnuw DEsa( Lwos OF: DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE & DOORS S AND AR -2316 LI Is 2D cw MY. STEEL FOLLOWING PARAMETERS 5 FEET OF DOOR `MDTH IN THE EN 3 DooRs AHD W`iHHARIS A AR IE DESXA(m. MAxwACSAAe ( AND, msrAllm aTH STANDARDS As sT FwN BY Dw9(w END STILE ZONE, ROOF AT ANY SLOPE a DOOR SEC➢ONS SHALL BE a oA MN. I.Wn RMAW FDm(m LGHT 5/9-TRACX 7/16' 01A. BOLT RETAINER NIRFRCIAL OLAUT, BOLT AND NUT (1) PER ROLLER 2' cALv. STEEL TRACK WND SPEED (MPH 168 152 145 138 133 a slProxmlc sTaxnaAL EH!)IQR13 suu BE DEsarm RIVETS TRACK THICKNESS .., BY A REOTSDaB P40TS90NAL miEfR FOR WHO LOA05 TRACK MOUNTING DETAIL EXPOSURE LEVEL B C C D D IM)ICATm ON THIS D_G R AXAI TD OBER )DADNDS MEAN ROOF HEIGHT 30' 15' 25' 15' 25' B. REFER TO TASES ON B PAM 3 FOR AOa➢ONAL DaDR wD1xs N.T.S. AND THEIR OUsON PAE6a m �� 5l�a. is /28 Tits LOCATION ACK SPLICE BOLTS a NUTS IN (3) 5/16' Dlw I 1-5/e AB' TO JAMB T /4--20 k NUT LL DOORS DATE 9Y 07/0 /M DJ MAX SIZE 16' WIDTH 14' HEIGHT dLL a DESIGN LOADS'v`S +25.6 PSF -29.1 PSF s- gy2y � �z F • �} > `'= `(+1'•(/ TEST LOADSf4�bL? E 91c': +38.4 PSF -43.6 PSF C9 iiei;+''4 F L � 2 m \axlo MODEL 1650 OAK SUMMIT w/DuraSafe MODEL #600 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/DuraSafe Short, Long, Flush k Oak Summit Panel's UE BRAIII BY 0J DAIE 05/6/63 WAMI6 RAW B mam III Am DAZE os/6/o3 IRC-6016-130-15 Sir I OF 3 a TTTTACHED WOOD JAMB ATTACHMENT TO STRUCTURE SCREWS W 20GA. STRUT LOCATED IN THE TOP AND DOTTOM IF GLAZED SECTION HEAD H11SCR W$ A 1EN X D C HEX / HEAD S[REVS AT END AND CENTER STILES OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) 18-VB' •2 3 R 10-5/9' SHORT PANEL GLAZING FASTENER DETAIL N.T.S. GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING MEETS ASTM E1300-04 DearaFrame WINDOW FRAME OPTIONAL Decra INSERTS rWITH UV PROTECTION I / NTH UV PROTECTION IN. 3/32' THICK .11 GLASS UR) Re x �/ vAn HEAD SCAEYS AT FAIN SHW AT MNDDR M"E MOLDED INSIDE FRAME SECTION B-8 R X 6 VERTICAL JANB ATTACHMENT TD VmD FRAME S_TRLTLRX 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 24' O.C. (1 1/2' EMBEDMENT) ? % 6 VERTICAL JAIL TACHMENT TD 2.000 PSI CONCRETE HILTI KVIK BOLT 3/8' %AT4' STARTING 61FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING ARTING 6' FROM ENDS THEN 20. EMBEDMENT) ITV/RAMSET REDHEAD (TRU-BOLT) 3/e' X 4' STARTING 6' FROM ENDS THENN 24' 24' D.C.C. (2 1/2' EMBEDMENT) ? % 6 VERTTCAL JAWB ATTACHMENT TO FOLLOW Ca BLOCK SIMPSON 1/4' X 3' TITEN SCREWS STARTING 6' FRON ENDS, USE PAIRS OF FASTENERS (3' APART) AT 16, O.C. (1 1/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KWIK-CON II* SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 16' O.C. (1 1/4' EMBEDMENT) ? % 6 VFRTT AI I uH ATTA HMFNT TO .RO iT H -90 H O K (2000 PSI GROUT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24' D.C. 0 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) -LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. -PREPARATION OF WOOD JAMBS BY OTHERS WOOD CONCRETE HOLLOW BLOCK GROUTED BLOC i STRUCTURE STRUCTURE STRUCTURE STRUCTURE W A Z WZ24 II--i' 2-32 /,' NW 1-1/2' MIN ,' 2X6 JAMB TYP. 3 MIN AVAILABLE TRACK CONFIGURATIONS N.T.S. M7)ED OAK9DOR AID QADG CKiDH 11/111 Du REM WTE R O)/02/08 01J MOO TARE 5. NOIE 7. M/20/09 (8T I ED 90 TIRE D TRACK DNinRATICKS NP7A2RIA CIMHD TRACK AND SIRDT LAW 111/67A21 RIR — aaaD9N10 to0Ab eb — MA SIZE 14' HEIGHT J � �. `No 104. Tort y�l : �L .F- : P m ESIGN LOADS ' +25.6 PSF `p^,y'1` S�ySE !rd% -29.1 PSF EST LOADS BG _43.6 PSF SF t� : 2� T^�1 laa Ra F L�m �1pSIa as C„� INl Llv! I� 165 CARRIA(f LDUtT VVIST�n1-SNLEM, NC. 271.3 MODEL #850 OAK SUMMIT w/DuraSafe MODEL #600 STRATFORD w/DuraSafe MODEL /950 HERITAGE w/Dura3afe Short, Long, Flush k Oak Summit Panel's Sal DRAM Bf Du DAIE 05A5/10 DRAIN KON ER B CKCXW BY AM DAIE OM5/03 IRC-6016-130-15 SIM 2 OF 3 TABLE 4 TABLE 5 TABLE 1IMUM TABLE 2 DOOR SECTION HEIGHTS. HEIGHT Blm #2 #K3 #4 #5 #6 #7 #8 IWO" 21" 21" 21' 21" 21" 21" 21" 2" 13'8' 21" 21" 21' 21" 21• IS' 18' 21" IT 0' 21" 21" 21' 18" IT 18' 18- 21' 12' 6' 21" 18" IS' 21' 21' 21• 18' 21' Nun116 21 21 21' 18' 18' 18' 21'I ll'T 21' 18• 18' 18' 18- la- 21' 10'6' 21' 21' 21" 21' 21' 21' IUD" 21' 21' 21- 18' 18' �18 - REV DESCRIPTION Or KVW& DATE BY 9'6" 21. 18" 18" 18- 18"1818'18'18 A ATM BOTTOM DUDE RfORIIAT I 07/LS/O5 OLa 8' 8' 21' 21' 21' 1B' 21 ADDED OAR9AWT AID GA7118 OPTIOI 21' 18' 21 i B REMSED MOTE 6 M/02/O8 OW T 8' 18• 1 B' 18' 18" 18" C ROK)G TABU 5• NOTE 7. OS/20/D9 21" 21" 21' - _ _ D N10 %In TABLE A TRACK ONKMTMM$ 01/17/12 IAR 6' 6' 21" 18" 18" 21 • i E MOM TRACK AND STRUT IARUT 11 7 2 RLR TABLE 3 �yy5v ' DaaB P qu MAX SIZEZ ✓ `o 16' N1DTH 14' HEIGHT -04R5P F :: YEKHT UYITATONS) DESIGN LOAD a 'io +25.6 PSF E 5 S 3j !i a v -29.1 PSF ; TEST LOADS N C +38.6 P E f • 9 "`dSCSt'd:G51Q�Qea tss WtRtAif eouer vpsrwrsA�61I, xe. vim MODEL #850 OAK SUMMIT w/DuraSafe ALLTRACK RAC OR ATTACHMENT MEET SPACING +/ -I- ALLOYM MODEL #600 STRATFORD w/DuraSafe man SIPNO, 2OR MODEL #950 HERITAGE w/DuraSafe Short, Long, Flush & Oak Summit Panel's 9ff OAAIN BY OW DATE 65/15Ab3 ORABIG NUIBR B OfO® BY AAE DATE 05/15/D3 IRC-6016-130-15 SIEEI 3 Q 3 fElia�6:Ci�tiEi��dlaflF�:7iBiEl7�� ifdd>t'.'EEit�ulLLi°37'J L•"'d`i�■Sl'afiFE:7iG:d':J��. �0��1 [XJCEt S113JfSPAQN".,(64SEDCNF€OOMvIISfDSECTION GCPFICIliai4llOt�q lCP hElOif A B C D E F G H I J K L M N T 68' 51n' 181l4' 251n' 36115' 431n' S41/4" 6712 7 P 51n' 181/4' 2512 391/4' 451n' W U4 - 7312 T 6' S1n' 15114' 2212 33 V4' 401n' 51 1/4 58 U2' W 1/4 81" 8 P 512 t81lC' 2512 361l4 431n' S4114 67 12 n 1!4 851/r S 6' s 12 781/4' ZS 12 391/G' 461n' W 114 87VT TSV4 9'I 12 9 P 512 151/4 ?212 331/4' 401n' S1 V4 591/7 W V4" 7612 871/4 93' 96 ' 512 181/4 2512 361/4 431n' S4114' 61 12 n U4" 7912 90114 1031n' 1d 0' S12 181/4 251n' � VT 4612 W V4 6712 78 V4 8512 961l4" 1091n' 10 8' S?2 181l4 2512 391/4 4fi 12 W V4 67 72 81 1/4' 8812 102 t14" 1151n' 11' 0' S 12 78114 251/Z' 361/4" 4312 541/4 bM 11r n 1/4' 791n' 90114" 971n' 1081/4" 121 12 251n' 391l4" 4812 DOOR TRACK ATTACHMENT SPLICE HEIGHT A B C D E F G H S 6 fi' 10" 21' 39" 5T 70' T 10" 21" 42' 63" 76" T 6' 10" 18" 36' 54' 72' 82" 8 10' 21' 39' 57" 75" 88" 8' 8' 10" 21" 42" 83" 81" 94" 9 10" 18" 38'. 54" 72" 90" 100' 9' 8" 10" 21" 39' S7" 75" 93" 108" 10 10" 21" 42" 63" 81' 99" 112" 10' 8" 10" 21' 42" 63" 84' 405" 118" 11 10" 21" 39" ST' 75' 83" 111' 124" 11'8" 10" 21" 42" 83" 81" 99" 11T 130' 12' 10" 21" 42" 63" 84' 105" 123' 136' 12B" 10" 27" 39" 5T' 75" 93" 111" 129" 142" 13' 70" 21" 4T 63" 81" 99" 11 T' 135" 748' 136" 70" 21' 42" 63" 84" 105" 123" 141" 154" 84" 105" 126" 14T' 180'