Loading...
HomeMy WebLinkAbout511 Celery AveJob Addre; botle r'-f-6 -' CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION FEB 2 9 2016 Application No: B, :-- Documented Construction Value: $ 6e Historic District: Yes No Parcel ID: r j ? & / 2-5 Residential M_ Commercial Type of Work: New Addition Alteration //Repair Demo Change of Use Move Description of Work: -am Q 0-41) r Iq Q aLphqA ('t2, r-+ /7 h Plan Review Contact Person: Phone: Fax: Name 1. Lw n La eli',1/C'Q n Street: 5l ( Cil t_r", City, State Zip: '=00 Title: Email• tP AM40 0TYf7l.1 d . &M Property Owner Information Phone: Resident of property? Contractor Information Name ( ,, /C Phone: f -3 Street: 5220 3Jn / Fax: City, State Zip: r r / P_ 3221 Z State License No.: cGc'Sil VC -7- 3-7©- (04P 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 0/ commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. \ FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code 1 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. 0-1 caner/Agent Date 1 b Print Owner/Agent's Name AJ ignature of 1 Inridag 1 G Signature of- on actor/Agent Date G- 14N Print Contractor/Agent's Name of YVONNE D. ELDER MY COMMISSION # EE 865880 EXPIRES: February 11, 2017 Bonded Thru Notary Public Underwriters Owner/Agent is Personally Known to Me or Qptractor/Agent is !j Personally Known to Me or Produced ID Type of ID f 161 - Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 1 -1° 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: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application YVONNE D. ELDER. MY COMMISSION # EE 865..% EXPIRES: February 11 Bonded Thru Notary Public Und Signature of- on actor/Agent Date G- 14N Print Contractor/Agent's Name of YVONNE D. ELDER MY COMMISSION # EE 865880 EXPIRES: February 11, 2017 Bonded Thru Notary Public Underwriters Owner/Agent is Personally Known to Me or Qptractor/Agent is !j Personally Known to Me or Produced ID Type of ID f 161 - Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 1 -1° 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: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application Revision Jl w jt Response to Comments MAR 2 8 BY_—_—____ _ -- Permit # %G 'Zolq4f Project Address: Contact: Ph: _ W-7 Z Cal f Email: Trades encompassed in revision: Building Plumbing W Electrical Mechanical Life Safety Waste Water City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Z Fax: 4D % ,? 9l 3,9?- _? General description of revision: t ROUTING INFORMATION ApprovalsDepartment Utilities Waste Water Planning Engineering Fire Prevention 0 Building City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Z Fax: 4D % ,? 9l 3,9?- _? General description of revision: t ROUTING INFORMATION Approvals 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: 16-649 Date: March 3, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: Project Description: Residential Alteration Level II Job Address: 511 Celery Ave 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. A complete scope of work is required — there are 2 different scope of work submitted. Product approval has been submitted for windows and exterior doors but nothing is listed in the scope of work for a door. Also, the electrical re -wiring of the home and new service panel will be included in the scope of work. Scope of work needs to be signed by both the contractor and property owner. FBC 107 2. Two copies of an electrical floor plan is required. The wiring of the home must comply with the 2014 Florida Existing Building Code section 808.3. GFCI receptacles are required per 2011 NEC. FBC 107 3. During the site visit it was noted (and picture taken) of the service panel located in what appeared to be a bathroom. Service panels are not permitted in a bathroom, in accordance with NEC 230.70(A)(1) FBC 107 4. For any work that has been covered, it is required to be make accessible for inspection or a signed and sealed letter from the engineer is required stating that the engineer personally inspected the work and verifies it meets code. This must be submitted for plan review. 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(i)sanfordfl.gov . LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 2 2 I hereby name and appoint: (2A 1 L- ( S an agent of: Id ^ / '- Name ofCompany) 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 specifi p rmit and a plication lo r work located at: Street Expiration Date for This Limited Power of Attorney: License Holder Name: , State License Number: Signature of License H STATE OF FLORIDA COUNTY OF The foregoing instrument was aowledged before me this c day of 2W4, , by -- A- D ! A-( D who is personally known to me or who has produced identification and who did (did noo take an oath. Notary Seal) YVONNE D. ELDER 4Y COMMISSION # EE 865880 EXPIRES: February 11, 2017 Bondad Thai Notary Public Undersriters Rev. 08.12) I'm bh IV C—' D , e 5z'b Print or type name Notary Public - State of 40lzl 24 - Commission No. My Commission Expires: as SCPA Parcel View: 31-19-31-506-01300-001A Page 1 of 2 David ichnoori, CFF Property Record Card PROPERTY Parcel: 31-19-31-506-0600-001A APPRMSER Owner: LAKEMAN DEVON A SE;MINOLECOUNTY, FLOR10A Property Address: 511 CELERY AVE SANFORD, FL 32771 Parcel: 31-19-31-506-01300-001A Property Address: 511 CELERY AVE Owner: LAKEMAN DEVON A Mailing: 8414 SUNSPRITE CT ORLANDO, FL 32818 - Subdivision Name: CELERY AVE ADD Tax District: Sl-SANFORD Exemptions: DOR Use Code: 12 -COMM AND RES MIXED Value Summary Frontage Depth Units Units Price Land Value 2016 Working 2015 Certified Values Values Valuation Method Cost/Market j Cost/Market 4— Number of Buildings 1 1 Depreciated Bldg Value 9,738 7,598 _ t — Depreciated EXFT Value Land Value (Market) 14,555 $14,555 — Land Value Ag Just/Market Value I MW 24,293 22,153 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 — Assessed Value 24,293 f $22,153 Tax Amount without SOH: $450.85 Taxable Value 2015 Tax Bill Amount 450.85 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description Frontage Depth Units Units Price Land Value SQUARE FEET 0 0 5822 $2.50 $14,555 E 1/2 OF LOTS 1 & 3 & W 1/2 OF VACD ALLEY AD] ON E BLK B CELERY AVE ADD PB 1 PG 125 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 24,293 . 0 24,293 Schools 24,293 0 24,293 City Sanford 24,293 0 24,293 SJWM(Saint Johns Water Management) 24, 293r 0 -^- 24,293 County Bonds 24,293 0 24,293 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 2/1/2016 08631 1989 4,000 No Improved SPECIAL WARRANTY DEED 7/1/2015 08524 i - 06363 3 70,400 No Improved WARRANTY DEED 12/1/2011 07691 1129 25,400 No Improved WARRANTY DEED 9/1/2005 06007 F 0248 125,000 Yes Improved QUIT CLAIM DEED 10/1/2000 03937 0887 100 I No Improved PROBATE RECORDS 5/1/1999 03774 0553 100 No Improved WARRANTY DEED 1/1/1975 01058 0716 100 No Improved Find Comparable Sales within this Subdivision Land Method Frontage Depth Units Units Price Land Value SQUARE FEET 0 0 5822 $2.50 $14,555 http://www. scpafl.org/ParcelDetaillnfo.aspx?PID=31193150601300001 A 2/29/2016 RECORD COPY PYRAMID ENGINEERING GROUP Project Address: 511 Celery Ave Sanford, Fl Scope Of Work Replace 2 broken windows Patch drywall up & down stairs Replace kitchen cabinets and sink Repair floor in laundry room Install drywall Repair electrical to code Stucco around pantry on the outside No A/C window heat QLc.. Ec.zc-rri.tc c 7t-1C. /2oVq CGC 1512389 REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER I L4 t. DATE SANFORD BUILDING DIVISION A PERMIT 196UED 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 v-DINC SANFORD 16.649 fitA0 1,51 1- n Z n 0 lull y 0 Q). YVI A , vi 1,51 1- n Z n 0 lull y 0 Q). YVI A , vi 1,51 1- oj- WAYNE GANDY PROFESSIONAL ENGINEER PE LIC#: 033134 720 S. ORANGE BLOSSOM TRAIL SUITE 528 PH# 407-230-3915 Date: March 18, 2016 Re: Residential alteration @ 511 celery. Ave, Sanford fl. To: inspector/building dept. This letter is to confirm that I've completed my inspection of the referenced project, and was able to determine that the work done at the referenced site were found to be in complete accordance w/ the 2014 Florida existing building code 5t" edition, as well as 2011 NEC edition. Please feel to contact me if further information is required. Wayne Gandy I"° °,.; ": " TM R A 33A J \Y Signature — Date March 18, 2016 0 DING SANFORD A- ARIN' 16-649 ROOF FRAM I NC2 PLAN SCALE: I/4" = I' -O" 2x12 RIDGE BD (5) IOd NAILS CONT (— I fNA 1Tvfi SIMP50N SPI LAP 51DING f OVER 1/2" 055 RIDGE 50 BEYOND 2x12 WD BM GONT SIMP50N SPI U 2) 2x4 5LOPING TOP PLATES LAP 51DING OVER 1/2" OSB 2x12 WD BM GONT SEGTION 2 SEGTION ej 5GALE:3/14" = I' -O" SGOPE OF NOR< I. EXISTING DAMAGED CARPORT ROOF SHALL BE DEMOL15HED AND REPLACED WITH NEW ROOF 5TRUGTURE 5EE ROOF FRAMING PLAN 2. ALL DAMAGED INTERIOR DRYWALL SHALL BE REPLACED WITH NEW 1/2" GYPSUM BD ® GEILIN65 AND WALL5 3. EXISTING ELECTRICAL SHALL REMAIN AS IS 4. EXISTING HVAC SHALL REMAIN A5 15 5. EXISTING PLUMBING SHALL REMAIN A5 15 6. EXISTING WINDOWS B DOORS TO REMAIN AS IS 16-649 5'-0" AL— 4'-0' 4'-0" 4'-0" 4'-0" POOF EXAE 5HEATHIN65 5HALL BE FA5TENED WITH MIN. #b GUN NAIL5 ZONE I E06E5 ® TRI.66 5 VOL. AND INTERMEDIATE TRU55E512' O.G. ZONE 2 E06E5 ® TR 65E5 6' O.G. AND INTERMEDIATE TRU55E5 b" O.G. ZONE 3 ED6E5 @ TRU55E5 6'0.6, AND INTERMEDIATE TRU55E5 b" O.G. TOP am MOCKMB 9 2'-0' O.G. MAX UP FACE OF HIP TR E6E5140E ROOF TOP CHORD B D%* 0 N-0' 04. MAX 5HEATNN6 SPANS HME TI'" 24' 04. r- IN MT 2 R24% 5PA6E5 9 65WE ROOF SHEATH BUILDING LENGTH ROOF SHEATHING LAYOUT AND DIAPHRAGM BLOGKIN(5 ROOF NA I L I NG2 GHART GENERAL NOTES I. STRUCTURAL DE516N IS BASED ON AN ENCLOSED STRUCTURE. 2. DE516N LOADS: IN ACCORDANCE WITH F.R.B.G., CHAPTER Ib. ROOF LIVE LOAD: 20 P.5.F. WIND LOADS, IN AGGORDANGE W/ F.R.B.G 2014 b M EDITION FOR 13q MPH Vint RE610N REFEREW-449 A5GE'1-10 INTERIOR PARTIONS: 5 P.S.F. PERPENDICULAR TO WALL FACE 4. LUMBER GRADE SHALL BE: A. HEADER, COLUMNS, BEAMS #2 S.Y.P. OVERBUILT FRAMING FB -1500 P51 B. WALLS, BLOCKING, M15G. #2 5PF G. 51LL PLATES #S.Y.P. P.T. 5. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE. 6. CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED 7. THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY 55TO 10 -qct EXCLUDED ARE FINISHES, NON-STRUCTURAL ITEMS, MISC. PARTS OVERHEAD DOORS, ROOFING, WALL WATERPROOFING WHIGH ARE DESIGNED BY OTHERS. WIND DESIGN CRITERIA RI5K CATESMY 2 WIND vawly 189 MPH wit IMPORTANCE FACTOR 1.0 EXPOSIM GATIEWRY (Mit+) B INTERNAL PRE99M COEFFICIENT +0 -0 C040M t GtADDMb PRE IRES \\\\ 1.4 PS FORGE COEFFICIENT cf . • 4rhz WAYPN A c -i RE4 ••, 720 S. & irQL SS 1 TR, D so RLAbIl P.L. 3 Q. 407 -,391 i PRO"'' RENOVATIO% 0 SANFORD FN Fm DEVON LAKEMAN OATS. — sir. 02-101-201 2016-103 1 OF 2 bd NAILS 0 4" O.G. ® SUPPORTED EDGES OF ROOF 1/2 055 PLYWOOD W/ bd NAILS 6" O.G. ® INTERIOR SUPPORTS. END GABLE bd NAILS ® 4" O.G. ® PANEL EDGES OF SHEATHING 8 1/2" OSB PLYWOOD W/ bd NAILS EXTERIOR WOOD @ 12" O.G. ® INTERIOR SUPPORTS. FRAMED WALLS ROOF5HEATHIN6 PROVIDE bd NAILS ® 4" O.G. TO -END GABLE WALL 16-649 5'-0" AL— 4'-0' 4'-0" 4'-0" 4'-0" POOF EXAE 5HEATHIN65 5HALL BE FA5TENED WITH MIN. #b GUN NAIL5 ZONE I E06E5 ® TRI.66 5 VOL. AND INTERMEDIATE TRU55E512' O.G. ZONE 2 E06E5 ® TR 65E5 6' O.G. AND INTERMEDIATE TRU55E5 b" O.G. ZONE 3 ED6E5 @ TRU55E5 6'0.6, AND INTERMEDIATE TRU55E5 b" O.G. TOP am MOCKMB 9 2'-0' O.G. MAX UP FACE OF HIP TR E6E5140E ROOF TOP CHORD B D%* 0 N-0' 04. MAX 5HEATNN6 SPANS HME TI'" 24' 04. r- IN MT 2 R24% 5PA6E5 9 65WE ROOF SHEATH BUILDING LENGTH ROOF SHEATHING LAYOUT AND DIAPHRAGM BLOGKIN(5 ROOF NA I L I NG2 GHART GENERAL NOTES I. STRUCTURAL DE516N IS BASED ON AN ENCLOSED STRUCTURE. 2. DE516N LOADS: IN ACCORDANCE WITH F.R.B.G., CHAPTER Ib. ROOF LIVE LOAD: 20 P.5.F. WIND LOADS, IN AGGORDANGE W/ F.R.B.G 2014 b M EDITION FOR 13q MPH Vint RE610N REFEREW-449 A5GE'1-10 INTERIOR PARTIONS: 5 P.S.F. PERPENDICULAR TO WALL FACE 4. LUMBER GRADE SHALL BE: A. HEADER, COLUMNS, BEAMS #2 S.Y.P. OVERBUILT FRAMING FB -1500 P51 B. WALLS, BLOCKING, M15G. #2 5PF G. 51LL PLATES #S.Y.P. P.T. 5. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE. 6. CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED 7. THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY 55TO 10 -qct EXCLUDED ARE FINISHES, NON-STRUCTURAL ITEMS, MISC. PARTS OVERHEAD DOORS, ROOFING, WALL WATERPROOFING WHIGH ARE DESIGNED BY OTHERS. WIND DESIGN CRITERIA RI5K CATESMY 2 WIND vawly 189 MPH wit IMPORTANCE FACTOR 1.0 EXPOSIM GATIEWRY (Mit+) B INTERNAL PRE99M COEFFICIENT +0 -0 C040M t GtADDMb PRE IRES \\\\ 1.4 PS FORGE COEFFICIENT cf . • 4rhz WAYPN A c -i RE4 ••, 720 S. & irQL SS 1 TR, D so RLAbIl P.L. 3 Q. 407 -,391 i PRO"'' RENOVATIO% 0 SANFORD FN Fm DEVON LAKEMAN OATS. — sir. 02-101-201 2016-103 1 OF 2 A5 30 Ix FASCIA PERFOR 5OFFIT tlNE OF SYMMETRY I EXISTING WOOD FRAMED WALL 2x12 WD BEAM CONT SIMP50N HUC412 2 SEGTION EX15TINO HOOD FRAMED WALL r SEGTION rJ- SCALE:314"=1'-O" IllIIIIl 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 21/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL O.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. THROUGH FRAME/INSTALLATION CLIP: FOR INSTALLATION INTO 2X WOOD FRAME USE TWO (2) #8 WOOD SCREWS PER INSTALLATION CLIP OR ONE (1) #8 WOOD SCREW THROUGH FRAME PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1212 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S. THROUGH FRAME/INSTALLATION CLIP: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3/16 INCH ITW TAPCON THROUGH FRAME PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1 114 INCH MIMIMUM EMBEDMENT OR ONE (1) OF THE FOLLOWING THROUGH EACH INSTALLATION CLIP: 5.1. 3116 INCH ELCO CRETE -FLEX SS4 THROUGH INSTALLATION CLIP PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. 5.1. 114 INCH ELCO AGGRE-GATOR THROUGH INSTALLATION CLIP PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1314 INCH MINIMUM EMBEDMENT. 5.3. 114 INCH HILTI KW IK-CONII THROUGH INSTALLATION CLIP PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1314 INCH MINIMUM EMBEDMENT. 5.4. 1/4 INCH POWERS TAPPER THROUGH INSTALLATION CLIP PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1314 INCH MINIMUM EMBEDMENT. 6. THROUGH FRAME/INSTALLATION CLIP: FOR INSTALLATION THROUGH METAL STUD USE TWO (2) #8 SELF -TAPPING SCREWS PER INSTALLATION CLIP OR ONE (1) #8 SELF TAPPING SCREW THROUGH FRAME PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE3 THREADS MINIMUM PENETRATION BEYOND METAL STRUCTURE. 7. NAILING FIN: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) #8 WOOD SCREW OR 8D COMMON NAIL PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 8. NAILING FIN: FOR INSTALLATION THROUGH METAL STUD USE ONE (1) #8 SELF -TAPPING SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3THREADS MINIMUM PENETRATION BEYOND METAL STRUCTURE. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 10.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 11.FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 12.INS7ALLATION 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. 13.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B'CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. MIN. COMPRESSIVE STRENGTH OF 1500 PSI. D. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALLTHICKNESS OF 33 MILS. (20 GUAGE) E. ALUMINUM - 1/8" MINIMUM THICKNESS (6063 -TS). zcr Itr ANDERSEN CORPORATION GUSSET INSTALLATION NOTES: 1. FOR INSTALLATION TO 2X WOOD BUCK, USE TWO (2) #12 WOOD SCREWS PER GUSSET. INSTALLATION SHALL MAINTAIN THE FOLLOWING REQUIREMENTS: A. MINIMUM EMBEDMENT OF 11/2" B. MINIMUM EDGE DISTANCE OF 3/4" 2. FOR INSTALLATION TO METAL SUBSTRATES, USE TWO (2) 1/4-20 TEK SCREWS PER GUSSET. INSTALLATION SHALL MAINTAIN THE FOLLOWING REQUIREMENTS: A. MINIMUM PENETRATION OF 3 THREADS BEYOND METAL STRUCTURE B. MINIMUM EDGE DISTANCE OF 1/2" 3. FOR INSTALLATION INTO CONCRETE/MASONRY SUBSTRATES, PLEASE REFER TO SHEET 1, INSTALLATION NOTE S. ANCHORS SHALL FOLLOW SAME SPECIFICATIONS AS OUTLINED FOR INSTALLATION CLIPS. GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE (FBC), 2009 INTERNATIONAL BUILDING CODE AND THE 2009 INTERNATIONAL RESIDENTIAL CODE, EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A440-05/08 AAMA 450-30 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. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL 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 IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: FIBREX® 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. 8. DESIGNATIONS "X"AND "O" STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL 9. CUSTOM SIZES AVAILABLE UPON REQUEST. 100 SERIES SINGLE HUNG WINDOW UNIT# SIZE 6 CONFIGURATION TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A GENERAL d INSTALLATION NOTES 2 A ELEVATIONS 3 A ELEVATIONS 6 ANCHOR LAYOUTS 4 A THROUGH FRAME/INSTALLATION CLIP ANCHOR LAYOUTS 5 A VERTICAL SECTIONS 6 A HORIZONTAL SECTIONS 6 GLAZING DETAIL 7 A COMPONENTS 6 BILL OF MATERIALS 8 A MULLION DP CHART I6 DETAILS 9 A MULLION DP CHART 2 UNIT# SIZE 6 CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING I O/X) 47 1/2" X 77 1/2" 30 PSF NON -IMPACT 2 O/X) 411/2' X 95" 30 PSF NON -IMPACT 3 O/X) 47 1/2" X 89 1/2" 30 PSF NON -IMPACT 4 O/O/X) 47 1/2" X 95 1/2" 30 P5F NON -IMPACT 5 O/X,O,O/X) 143 1/2" X 711/2" 30 PSF NON -IMPACT NOTE: 1. SEE SHEETS 8 6 9 FOR MULLION DP CHART, ASSEMBLY 6 INSTALLATION DETAILS FOR UNIT -TO -UNIT FIBERGLASS MULLIONS. Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2012.08.23 17:47:52 -04'00' WINDOWS -DOORS Y ORT, MN 55003-1096 PH(651)264-5150 FX: (651)264-5485 3zp m Ci R: c n18 Z a DWG #: AWD029 N m J v) vhH N LL Q Q v wa0 v' O0w YQZmT HZQ V Q W Q 1.1 w J zHaa d o lL DW ccF Md v/ W Zco Q O ~ H o IjH W V) UNW Li m LL O O N N N Tm Qp.c 3 2= NIQin 63 m Z ' W NZ O DWG #: AWD029 SHEET: 1 OF 9 F UNIT MAX. HEIGHT 711/2" UNIT MAX. WIDTH 471/2" D.L.O MAX. WIDTH 411/4" D E 5 5 UNIT MAX. HEIGHT O„ WIDTH 471/2" v ka SASH MAX. 01.0 MAX. WIDTH 44 3/4" UNIT WIDTH 411/8" SASH MAX. X. D E F ELEVATION 5 5 D.L.O. MAX. 6 F Z Q m C 1/2" o z Z m HEIGHT 5 O° HEIG 34 5/8 UIUNIT N 5 MAX. 311/ AX. i M HEIGHT HE: 55 77 1/2" 95 OPERABLE X SASH MAX. 1/2" 6 6 HEIGHT 381/4" F UNIT MAX. HEIGHT 711/2" UNIT MAX. WIDTH 471/2" D.L.O MAX. WIDTH 411/4" D E 5 5 v OPERABLEL WIDTH 1431/2" HEIGHT O„ I 6 v ka SASH MAX. IT WIDTH 44 3/4" UNIT 35 7/8" SASH MAX. X. Ga, F ELEVATION UNIT MAX. GHT 6 6 Z Q m C 1/2" oz Z m a 5 O° HEIG VIT v OPERABLEL WIDTH 1431/2" HEIGHT B 5LSASHMAX. --- v ka SASH MAX. WIDTH 411/4" ~ WIDTH 471/2" WIDTH 44 3/4" UNIT 35 7/8" SASH MAX. F4 Vm 3z WIDTH 45 5/8" ELEVATION ELEVATION UNIT MAX. O mow¢ LL WIDTH 1431/2" m Z Q m ELEVATION D.L.O. MAX. WIDTH 1431/2" HEIGHT 3 17 1/4" v ka SASH MAX. WIDTH 411/4" ~ WIDTH 471/2" HEIGHT UNIT 35 7/8" MAX. F4 Vm 3z HEIGH d=LL 891/2 Fw. G 6 6 O mow¢ LL AAX. L HT 4„ HE 7'. UNIT MAX. WIDTH 47 1/2" —, SAX. HT 16" NOTE: QUALIFIES TWIN UNITS OF EQUIVALENT OR LESSER PANEL DIMENSIONS AX. AT w Moows•000es 100 FOURTH AVE N NORTH SAYPORT, MN 55DOM M PH: (651) 264-5150 FX: (651)264-5485 WIDTH 1431/2" mM 3 D.L.O. MAX. UNIT MAX. v ka p WIDTH 411/4" ~ WIDTH 471/2" O O D E FZH M F4 Vm 3z 5 5 d=LL 1 Ga. F O mow¢ LL ink m Z Q m 01.0.1 p wH o z Z m a a O° HEIG VIT V- N 311/ AX. 55 CGHT 1/2" H SASH MAX. X„ 6 "X.. Jx- HEIGHT 353/8" 1 6 ELEVATION B sasHMAx. 5 NOTE: QUALIFIES TWIN UNITS OF EQUIVALENT OR LESSER PANEL DIMENSIONS AX. AT w Moows•000es 100 FOURTH AVE N NORTH SAYPORT, MN 55DOM M PH: (651) 264-5150 FX: (651)264-5485 w. e 'y••, ¢- i y L NW .0 Z O Q U DWG #: AWD029 SHEET: 2 OF 9 mM 3 v ka p O OFZHM F4 Vm 3z d=LLO mow¢ LL ink m Z Q m w u N p wH oz Z m a a CO Luix m ad V- N QC) w. e 'y••, ¢- i y L NW .0 Z O Q U DWG #: AWD029 SHEET: 2 OF 9 UNIT MAX. WIDTH 411/2" D.L.O MAX. - WIDTH 38" FI FVATION mrn%.n l yr 4.0" FROM CORNER (TYP.) UNIT MAX. WIDTH 143 1/2" PANEL MAX. WIDTH 713/4" D E 5 5 UNIT MAX. HEIGHT 231/2" T A ELEVATION 5 TRANSOM NOTE: QUALIFIES ALL TRANSOM CONFIGURATIONS OF EQUAL OR LESSER FIXED PANEL DIMENSIONS INSTALLATION CLIP j AT END OF EACH INSTALLATION CLIP AT INTEGRAL MULLION MIDSPAN FOR UNITS WIDER THAN 10' 117m7ll D E 1 uta `< 5 5 U) Go» F D.L.O. MAX. HEAD/SILL 66 CORNER INSTALLATION HEIGHT EMBEDMENT EDGE DISTANCE O.C. C DISTANCE 411/2" UNIT IN) 5 INJ IN.) MAX. NAIL FIN I WOOD 8 WOOD ANCHOR 1.50 HEIGHT 3.50 3.50 3.50 NAIL FIN 771/2" 80 COMMON NAIL 1.50 0.75 F —V G 3.50 3.50 NAIL FIN X.. 0 SELF -TAPPING SCREW 6 6 FI FVATION mrn%.n l yr 4.0" FROM CORNER (TYP.) UNIT MAX. WIDTH 143 1/2" PANEL MAX. WIDTH 713/4" D E 5 5 UNIT MAX. HEIGHT 231/2" T A ELEVATION 5 TRANSOM NOTE: QUALIFIES ALL TRANSOM CONFIGURATIONS OF EQUAL OR LESSER FIXED PANEL DIMENSIONS INSTALLATION CLIP j AT END OF EACH INSTALLATION CLIP AT INTEGRAL MULLION MIDSPAN FOR UNITS WIDER THAN 10' 117m7ll ANCHOR SCHEDULE 1 4.0" FROM CORNER (TYP.) INSTALLATION CLIP AT MIDSPAN FOR UNITSINSTALLATION CLIP WIDER THAN 10' AT END OF EACH INTEGRAL MULLION I 3.5" MAX. O.C. TYP.) 1 1 3.5" FROM CORNER (TYP.) 3.5" MAX. O.C. (TYP.) I r 3.5" FROM ALL -i CORNERS (TYP.) ANCHOR LAYOUT- NAIL FIN APPLIES TO ALL CONFIGURATIONS 1 UN: MA HEIC 95 UNIT MAX. WIDTH 411/2" D.L.O MAX. y WIDTH 38" FI FVATION S\190 M1wJ1 AAX. HT 2" AAX. HT 16" NOTE: 1. ALL MULLED UNITS SHOWN ARE INTEGRAL MULLED UNITS. 2. FOR UNIT -TO -UNIT MULLING OPTIONS AND INSTALLATION REFER TO SHEETS 8 & 9. wlMoows•000 t 100 FOURTH AVE N NORTH BAYPORT, MN 53003-1096 PK(651)264-5150 FX: (651) 264-5085 ANCHOR SCHEDULE F 3oS uta `< U) v) Z 20, HEAD/SILL TaMB O.C. CORNER INSTALLATION QTY PER SUBSTRATE ANCHOR TYPE EMBEDMENT EDGE DISTANCE O.C. DISTANCE DISTANCE TYPE LOCATION IN) IN.)DSSIN) INJ IN.) IN.) NAIL FIN I WOOD 8 WOOD ANCHOR 1.50 0.75 3.50 3.50 3.50 NAIL FIN I WOOD 80 COMMON NAIL 1.50 0.75 3.50 3.50 3.50 NAIL FIN 1 METAL 0 SELF -TAPPING SCREW 3 THREADS N/A 3.50 3.50 3.50 STUD wlMoows•000 t 100 FOURTH AVE N NORTH BAYPORT, MN 53003-1096 PK(651)264-5150 FX: (651) 264-5085 V) Z LL ME' L '•. N T Z V) mZ Z x Q n U= V Z AW002! iEET: 3 OF 9 e7 mF 3oS uta `< U) v) Z 20, NCD Z ¢ m wOH. Q Z N H O F- J >d m 111 O LU m V) Z LL ME' L '•. N T Z V) mZ Z x Q n U= V Z AW002! iEET: 3 OF 9 e7 NOTE: 1. ALL MULLED UNITS SHOWN ARE INTEGRAL MULLED UNITS. 2. FOR UNIT -TO -UNIT MULLING OPTIONS AND INSTALLATION REFER TO SHEETS 8 & 9. 4.0" FROM CORNER (TYP.) I 3.5" FROM I CORNER (TYP.) f 4.0" FROM 1 T CORNER(TYK) 1 1.5" (TYP.) J x" r1.0"(TYPJ T1 4.0" FROM I CORNER (TYP.) 3.5" FROM CORNER (TYP.) 3.5" FROM CORNER (TYP.) LO" (TYP.) 3.5" FROM -1 1- I CORNER (TYP.) } 1 1.5" (TYP.) J 4.0" FROM X 3.5" FROMCORNER (-TYP.) ANCHOR LAYOUT CORNER (TYP.) 1NIALLAI OF EACH It, I 4.0" FROM CORNER (TYP .) 1.5" (TYP.) - THROUGH FRAME/ INSTALLATION CLIP 4.0" FROM ANCHOR LAYOUTCORNER (TYP.) THROUGH FRAME/ INSTALLATION CLIP AT INSTALLATION CLIP r MIDSPAN FOR UNITS I _PD TWA KI In 4.0" FROM J CORNER (TYP.) INSTALLATION CLIP AT MIDSPAN FOR UNITS WIDER THAN 10' ANCHOR LAYOUT THROUGH FRAME/ INSTALLATION CLIP 3.5" FROM j- CORNER (TYP.) rr 1.0" (TYP.) I 3.5" FROM CORNER (TYP.) INSTALLATION CLIP AT \\ END OF EACH INTEGRAL MULLION OF EACH IINi I 4.0" FROM CORNER (TYP.) 1.5" (TYR)- L_ 4.0" FROM CORNER (TYP.) 3.5" FROM CORNER (TYP.) 4.0" FROM CORNER (TYP.) J. r 1.0" (TYP.) 15" (TYP.) J + X.. 3.5" FROM CORNER (TYP.) 4.0" FROM CORNER (TYP.) ANCHOR LAYOUT i THROUGH FRAME/ INSTALLATION CLIP 3.5" FROM F CORNER (TYP.) r 1.0" (IYP.) f 3.5" FROM CORNER (TYP.) I INSTALLATION CLIP AT END OF EACH INTEGRAL MULLION ANCHOR LAYOUT THROUGH FRAME/ INSTALLATION CLIP NOTE: 1) APPLIES TO TWIN UNITS OF EQUIVALENT OR LESSER PANEL DIMENSIONS. 2) INSTALLATION CLIPS AT EACH END OF MULL ARE EXCLUDED FOR TWIN UNITS 47-1/2" & NARROWER. WIM DOW 3.000115 100 FOURTH AVE N NORTH BAVPORT, AIN 55003-1096 PK(651)264-5150 FX:(651)264-5485 u M 3p u#a H 9 ON N j lD tb a 3 F O O V IJi, ii 7 N J w w o p W u UD ccHixmZQm 2W N Q w HC Q J Q H j2 C N m aO 4 = e Lout m x d o Lu m ZO Z> cc n v wdo VmI, 0 0 N LL y TA, S Rizo PRC N >- m co Z 'n Y Q ~ i 3 _= vviZ p Q U ING #: AW0029 HEET: 4 OF 9 CAULK BETWEEN CONCRETE/ MASONRY & 2X 11/2" MIN. WOOD BUCK BY OTHERS EMBEDMENT CONCRETE/ MASONRY BY OTHERS CONCRETE/ MASONRY #8 WOOD SCREW OR 80 CAULK BETWEEN BY OTHERS COMMON NAIL INSTALLATION CONCRETE/ MASONRY & IX 2X WOOD BUCK ANCHOR WOOD BUCK BY OTHERS BY OTHERS - 1X WOOD BUCK CAULK BETWEEN 3/4" MIN. BY OTHERS FIN & 2X EDGE DISTANCE CAULK BETWEEN WOOD BUCK FIN & 1X EXTERIOR FINISH WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS uEll1/4" MAX. SHIM SPACE F7 F— O.A. WINDOW HEIGHT EXTERIOR 1 EXTERIOR O.A. WINDOW HEIGHT PERIMETER CAULK - BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BETWEEN FIN & 2X WOOD BUCK 8 WOOD SCREW OR 8D COMMON NAIL INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS SEE GLAZING DETAIL 1 p VERTICAL SECTION 5 HEAD -2X WOOD FRAME NAIL FIN VERTICAL SECTIONC 5 MEETING RAIL SEE GLAZING DETAIL INTERIOR 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 2X 11/2" MIN. WOOD BUCK BY OTHERSL[EMBEDMENT g VERTICAL SECTION 5 SILL -2X WOOD FRAME NAIL FIN R O.A. WINDOW HEIGHT 2 EXTERIOR Y- SEE GLAZING DETAIL E VERTICAL SECTION 5 HEAD - 1X WOOD/CONCRETE/MASONRY INSTALLATION CLIP CONCRETE/MASONRY INSTALLATION ANCHORS. SEE INSTALLATION NOTE 5, SHEET 1. 21/2" MIN. EDGE DISTANCE MIN. F- EMBEDMENT 1/4" MAX. SHIM SPACE 1-3/4" MAX. DISTANCE FROM FRAME INTERIOR EXTERIOR O.A. WINDOW HEIGHT 2 SEE GLAZING DETAIL INTERIOR 1 1-3/4" MAX. I DISTANCE FROM FRAME F 2 1/2" MIN. SHEET I. EDGE DISTANCE q VERTICAL SECTION 5 SILL - CONCRETE/MASONRY INSTALLATION CLIP wl oowa•000 a 100 FOURTH AVE N NORTH BAYPORT, MN 55003-1096 PH: (651) 264-5150 FX:(651)264-5185 1/4" MAX. 1 9 SHIM SPACE MIN. EMBEDMENT PERIMETER CAULK—A.AI BY OTHERS CONCRETE/MASONRY PRECAST SILL INSTALLATION ANCHORS. BY OTHERS SEE INSTALLATION NOTE 5 F 2 1/2" MIN. SHEET I. EDGE DISTANCE q VERTICAL SECTION 5 SILL - CONCRETE/MASONRY INSTALLATION CLIP wl oowa•000 a 100 FOURTH AVE N NORTH BAYPORT, MN 55003-1096 PH: (651) 264-5150 FX:(651)264-5185 if) w Z C ~ H In i ekb i Lu L V LL O 0 N N TLiJ In m V) Z Lo Y u- Q ~ o:E_ = N ZOpV DWG #: AWD029 SHEET: 5 OF 9 mmM Hobo HZ1 Z 1 M U1mM V O = LL V) h Q Q U vlH QV m gym¢ Z ¢H m V WQ QH iy. HL0mLuW d ^ F- N N if) w Z C ~ H In i ekb i Lu L V LL O 0 N N TLiJ In m V) Z Lo Y u- Q ~ o:E_ = N ZOpV DWG #: AWD029 SHEET: 5 OF 9 1/4" MAX. 1/4" MAX. I SHIM SPACE SHIM SPACE CONCRETE/MASONRY INSTALLATION ANCHORS. SEE INSTALLATION NOTE 5, METAL STUD FRAMING SHEET 1. BY OTHERS 8 SELF -TAPPING SCREW 1 INTERIOR INSTALLATION ANCHOR 3 1 SEE GLAZING INTERIOR 3 DETAIL 3 THREADS MIN. BEYOND METAL STRUCTURE I L_ ON SHEATHING--- HEATHINGSBY OTHERSBY CAULK BETWEEN FIN & SHEATHING 2 4 EXTERIOR FINISH EXTERIOR BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW -- WIDTH F HORIZONTAL SECTION 6 JAMB - METAL STUD FRAME NAIL FIN EXTERIOR 3/4" O.A. INSULATED GLASS T R R INTERIOR DETAIL EXTERIOR ITERIOR AZING 1 EX E IO VERTICAL SECTION_ INTEGRAL MULLION POST 1/2" MIN. GLASS aBITESILICONE BACK BEDDING GLAZING DETAIL 1 NOTE: GLASS THICKNESS AND TYPE MAY VARY PER ASTM E 1300-04 GLA55 CHART REQUIREMENTS MIN. EMBEDMENT r CONCRETE/ MASONRY BY OTHERS 1X WOOD BUCK BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 1X WOOD BUCK BY OTHERS 2 1/2" MIN. EDGE DISTANCE EXTERIOR FINISH O qBY OTHERS WINDOW PERIMETER CAULK WIDTH BY OTHERS G HORIZONTAL SECTION 6 JAMB -1X WOOD/CONCRETE/MASONRY THROUGH FRAME INTERIOR HORIZONTAL SECTION 6 INTEGRAL MULLION POST SEE GLAZING DETAIL WIMDDWS•DDORS 100 FOURTH AVE N NORTH BAYPORT, MN 55003-1096 PH: (651) 264-5150 M(651)2645485 mm n m T z oQ Na8 J m 3Na p 1Ji vii F`Z' pm Z w ZN p p Z Q a N Z W J¢Z m 8 i ` OC F4 LjmW pLu a t ° a ^ TL - N U o tl •• / V• DOol 41 H N co N m Z J l!7 3* _= Nz 0 p U DWG #: AWD029 SHEET: 6 OF 9 O FRAME FIBREX 3.240"- 1.710" 51-0 DJ 3250" OFIXED SASH STILE FIBREX 1240" 2230" OOPERABLE SASH STILE O GLAZING BEAD FIBREX FIBREX 1.420" 1.750" OOPERABLE SASH END CLIP5FIBREX 2.098"- 1 0.459"J O9 INSTALLATION CLIP 30455 4.962" a 1.5 o 0 00 00" o o 00 0.894" - 0287" OFIXED SASH MEETING RAIL6FIBREX 2.160"- 1.420" OMULLION STIFFENER10 ALUMINIUM 6063-75 1.000" 2.500" OFIXED ZEDSREINFORCEMENT O INTEGRAL MULLION GAIR 1210" 1.023" 11 FIBERGLASS MULLION FIBERGLASS 3250"- 0.500" 0.031"J 13 FIBERGLASS MULLION GUSSET PLATE GALV. STEEL 4-1.000" —0.047" L., 1 I 0.500" 1.250" O O I 0 0 1.750" 1.125" 0 0 0 0 0 8.500" OMULLION TRIM12VINYL I L391" POT REF 0.433" POT _ I REF srlwoows•000 s B -PORT, MN 550034096 PH: (651)264-5150 FX: (651) 264-5485 BILL OF MATERIAL mM 3 PART NUMBER DESCRIPTION MATERIAL MANUFACTURER Z Z M FRAME FIBREX ANDERSEN in Z¢ FIXED SASH STILE FIBREX ANDERSENP34OPERABLESASHSTILEFIBREXANDERSEN GLAZING BEAD FIBREX ANDERSEN OPERABLE SASH END CLIP FIBREX ANDERSEN 6 FIXED SASH MEETING RAIL FIBREX ANDERSEN 7 FIXED SASH REINFORCEMENT GALVANIZED STEEL ANDERSEN 8 INTEGRAL MULLION FIBREX ANDERSEN 9P12 INSTALLATION CLIP STAINLESS STEEL ANDERSEN 10 MULLION STIFFENER AL. 6063-T5 ANDERSEN 11 FIBGERGLASS MULLION FIBERGLASS ANDERSEN MULLION TRIM VINYL ANDERSEN 13 MULLION GUSSET PLATE GALV. STEEL ANDERSEN OFIXED ZEDSREINFORCEMENT O INTEGRAL MULLION GAIR 1210" 1.023" 11 FIBERGLASS MULLION FIBERGLASS 3250"- 0.500" 0.031"J 13 FIBERGLASS MULLION GUSSET PLATE GALV. STEEL 4-1.000" —0.047" L., 1 I 0.500" 1.250" O O I 0 0 1.750" 1.125" 0 0 0 0 0 8.500" OMULLION TRIM12VINYL I L391" POT REF 0.433" POT _ I REF srlwoows•000 s B -PORT, MN 550034096 PH: (651)264-5150 FX: (651) 264-5485 mM 3 Muxkv o Zoo Z Z M N m m a xFC) in Z¢ acx 1n ZLL Hw op m ¢ m Z¢mN¢ N u m W Q Q a 8 z d co ' w m d F H a 10 w co F - Z v J inLuo um 0 0 LL N_ T ca z DZ _ _ Z o p u DWG #: AW0029 SHEET: 7 OF 9 MULLION DP CHART 1 SPAN IN.) NAILING FLANGELESS FLANGE UNITS UNITS W INTO WOOD OR INTO WOOD OR IN,) METALSTUD METAL STUD FLANGELESS UNITS INTO CONCRETE/ MASONRY mM Allowable Design Pressure Allowable Design Pressure Allowable Design Pressure O4 ] 36.0 40.0 40.0 40.0 40.0 40.0 40.0 H 48.0 40.0 40.0 40.0 40.0 35.6 35.6 60.0 52.0 40.0 40.0 40.0 40.0 32.9 32.9 56.0 40.0 40.0 40.0 40.0 30.5 30.5 o 60.0 40.0 40.0 40.0 40.0 28.5 28.5 36.0 40.0 40.0 40.0 40.0 40.0 40.0 48.0 40.0 40.0 40.0 40.0 32.4 32.4 66.0 52.0 40.0 40.0 40.0 40.0 29.9 29.9 56.0 40.0 40.0 40.0 40.0 27.7 27.7 60.0 40.0 40.0 40.0 40.0 25.9 25.9 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.6 39.6 40.0 40.0 40.0 40.0 29.7 29.7 72.0 40.0 40.0 40.0 40.0 27.4 27.4 40.0 40.0 40.0 40.0 25.4 25.4 60.0 40.0 40.0 40.0 40.0 23.7 23.7 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 36.5 36.5 40.0 40.0 40.0 40.0 27.4 27.4 78 0 38.3 40.0 38.3 38.3 25.3 25.3 37.0 40.0 37.0 37.0 23.5 23.5 60.01 36.0 40.0 36.0 36.0 21.9 21.9 30.0 40.0 40.0 40.0 40.0 40.0 40.0 36.0 40.0 40.0 40.0 40.0 33.9 33.9 48.0 36.0 40.0 36.0 36.0 25.4 25.4 84.0 52.0 34.4 40.0 34.4 34.4 1 23.5 23.5 56.0 33.1 38.6 33.1 33.1 21.8 21.8 60.0 32.0 37.3 32.0 32.0 20.3 20.3 24.0 40.0 40.0 40.0 40.0 40.0 40.0 30.0 40.0 40.0 40.0 40.0 38.0 38.0 36.0 40.0 40.0 40.0 40.0 31.6 31.6 90.0 48.0 32.7 38.2 32.7 32.7 23.7 23.7 52.0 31.2 36.3 31.2 31.2 21.9 21.9 56.0 29.9 34.8 1 29.9 29.9 1 20.3 20.3 60.0 28.8 33.6 28.8 28.8 19.0 19.0 24.0 40.0 40.0 40.0 40.0 40.0 40.0 30.0 40.0 40.0 40.0 40.0 35.6 35.6 36.0 I40.0 36.9 36.9 29.7 29.7 96.0 48.0 30.0 35.0 30.0 30.0 22.3 52.0 28.1 32.8 28.1 28.5 20.5 56.0160.0 26.6 31.0 26.6 27.2 19.1 17.825.3 29.5 25.3 26.2 17.8 NOTE: 1) MULLION CHART 1 APPLIES TO ANY COMBINATION OF 100 SERIES UNIT -TO -UNIT FIBERGLASS MULLION ASSEMBLIES OF SINGLE HUNG / GLIDING WINDOW / CASEMENT / AWNING / PICTURE WINDOW FRAME TYPES IN TYP. COMBINATIONS AS SHOWN IN ELEVATIONS A & B. 2) DESIGN PRESSURES ARE READ IN PSF. 3) DESIGN PRESSURE OF ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSURE OF THE FIBERGLASS MULLION OR THE INDIVIDUAL WINDOW UNIT OF INSTALLATION. 4) MAXIMUM MULL SPAN OF 8 FT. MAXIMUM ASSEMBLY SIZE OF 12' X 8' OR 8' X 12'. S) 1 -WAY (RIBBON OR STACK) MULL ASSEMBLIES ONLY. ASSEMBLIES MAY BE UP TO 6 UNITS WIDE OR 6 UNITS HIGH. 6) GUSSET PLATES SHALL BE USED AT EACH END OF MULLION AND ATTACHED TO ADJACENT WINDOW UNITS WITH A TOTAL OF TWELVE (12) #8 X 1" PH SCREWS PER GUSSET PLATE. 7) INSTALLATION OF GUSSET TO THE ROUGH OPENING SHALL FOLLOW ANCHOR REQUIREMENTS SET FORTH FOR INSTALLATION CLIPS, SEE GUSSET INSTALLATION DETAIL, K/8. 8 SELF -TAPPING SCREWS ALTERNATING, 10" O.L. MAX. SEE GLAZING DETAILI L TWO BEADS OF SILICONE USED TO SEAL EXTERIOR PVC CAP HORIZONTAL SECTION 8 MULLION ASSEMBLY TVP. Tkicrni 1 eTTr)N ANCHORS, SEE GUSSET IN NOTES, SHEET 1. ISOMETRIC VIEW R GUSSET INSTALLATION, TYP. E DISTANCE SPAN ELEVATION A TRIBUTARY WIDTH = W = (A -B)/2 W- 1 F "A" y-- "B" -1 ELEVATION B TRIBUTARY WIDTH = W = (A+9)/2 UNIT -TO -UNIT MULL OF INTEGRAL MULL UNITS wlR oows•000as 100 FOURTH AVE N NORTH BAYPORT, MN 55003-1096 PH: (651) 264-5150 F%:(651)264-5485 1 T N., Z y lL Q H 3 _ amZ O p V NG #: AWD029 BEET: 8 OF 9 mMJ O4 ] Z .0 H Q a 3CLHO=u, isLL mum¢ H co Z H 9 w Z p p Z N u S 5.¢ m m p w i Lu oto_ m w N Qp o 1 T N., Z y lL Q H 3 _ amZ O p V NG #: AWD029 BEET: 8 OF 9 MULLION DP CHART 2 SPAN IN.) NAILING FLANGE UNITS W INTO WOOD OR IN.) METALSTUD FLANGELESS UNITS INTO WOODOR METALSTUD FLANGELESS UNITS INTO CONCRETE/ MASONRY Allowable Design Pressure Allowable Design Pressure Allowable Design Pressure I 36.0 40.0 40.0 40.0 40.0 1 40.0 40.0 48.0 40.0 40.0 40.0 40.0 35.6 35.6 60.0 52.0 40.0 40.0 40.0 40.0 32.9 32.9 56.0 40.0 40.0 40.0 40.0 30.5 30.5 60.0 40.0 40.0 40.0 40.0 28.5 28.5 36.0 40.0 40.0 40.0 40.0 40.0 40.0 48.0 40.0 40.0 40.0 40.0 32.4 32.4 66.0 52.0 40.0 40.0 40.0 40.0 29.9 29.9 56.040.0 40.0 40.0 1 40.0 27.7 27.7 60.0 40.0 40.0 40.0 40.0 25.9 25.9 30.0 40.0 40.0 40.0 40.0 40.0 40.0 36.0 40.0 40.0 40.0 40.0 39.6 39.6 48.0 40.0 40.0 40.0 40.0 29.7 29.7 72.0 52.0 40.0 40.0 40.0 40.0 274 274 56.0 40.0 40.0 40.0 40.0 25.4 25.4 60.01 40.0 1 40.0 40.0 40.0 1 23.7 23.7 30.0 40.0 40.0 40.0 40.0 40.0 40.0 36.0 40.0 40.0 40.0 40.0 36.5 36.5 48.0 40.0 40.0 40.0 40.0 27.4 27.4 78.0 52.0 40.0 40.0 40.0 40.0 25.3 25.3 56.0 40.0 40.0 39.9 39.9 23.5 23.5 60.0 40.0 40.0 37.3 37.3 21.9 21.9 30.0 40.0 40.0 40.0 40.0 40.0 40.0 36.0 40.0 40.0 40.0 1 40.0 1 33.9 33.9 48.0 40.0 40.0 40.0 40.0 25.4 25.4 84.0 52.0 39.4 40.0 39.9 39.9 23.5 23.5 56.0 37.9 40.0 37.1 37.1 21.8 21.8 60.0 36.7 40.0 34.6 34.6 20.3 20.3 24.0 40.0 40.0 40.0 40.0 40.0 40.0 30.0 40.0 40.0 40.0 40.0 38.0 38.0 36.0 40.0 40.0 40.0 40.0 31.6 31.6 90.0 48.0 37.5 40.0 40.0 1 40.0 1 23.7 23.7 52.0 35.7 40.0 37.3 37.3 21.9 21.9 56.0 34.2 39.9 34.6 34.6 20.3 20.3 60.0 33.0 38.5 32.3 32.3 19.0 19.0 24.0 40.0 40.0 40.0 40.0 40.0 40.0 30.0 40.0 40.0 40.0 40.0 35.6 35.6 36.0 40.0 40.0 40.0 40.0 29.7 29.7 96.0 48.0 34.4 40.0 35.3 37.8 22.3 22.3 52.0 32.6 38.1 33.2 3 9 20.5 20.5 56.0 31.2 36.4 31.5 32.4 19.1 19.1 60.0 30.0 35.0 30.0 30.3 17.8 17.8 NOTE: 1) MULLION CHART 2 ONLY APPLIES TO 100 SERIES UNIT -TO -UNIT FIBERGLASS MULLION ASSEMBLIES OF SINGLE HUNG WINDOW FRAME TYPES MULLED TO PICTURE WINDOW FRAME TYPES, IN TYP, COMBINATIONS AS SHOWN IN ELEVATIONS C, D, & E. 2) DESIGN PRESSURES ARE READ IN PSF. 3) DESIGN PRESSURE OF ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSURE OF THE FIBERGLASS MULLION OR THE INDIVIDUAL WINDOW UNIT OF INSTALLATION. 4) MAXIMUM MULL SPAN OF 8 FT. MAXIMUM ASSEMBLY SIZE OF 12' X 8' OR 8' X 12'. S) 1 -WAY (RIBBON OR STACK) MULL ASSEMBLIES ONLY. ASSEMBLIES MAY BE UP TO 6 UNITS WIDE OR 6 UNITS HIGH. 6) GUSSET PLATES SHALL BE USED AT EACH END OF MULLION AND ATTACHED TO ADJACENT WINDOW UNITS WITH A TOTAL OF TWELVE (12) #8 X 1" PH SCREWS PER GUSSET PLATE. 7) INSTALLATION OF GUSSET TO THE ROUGH OPENING SHALL FOLLOW ANCHOR REQUIREMENTS SET FORTH FOR INSTALLATION CLIPS, SEE GUSSET INSTALLATION DETAIL, K/B. ELEVATION D TRIBUTARY WIDTH = W = (A+8)/2 UNIT -TO -UNIT MULL OF INTEGRAL MULL UNITS SPAN F- "A" -- "B" -I SPAN -I yy WINDOWS•DOORS Yi 100 FOURTH AVE N NONTH A" 1) 264 1 MN 55003-) 96 26PH: (651)264-5150 FX: (651)264-5485 W mm 3 w u # v p Z o B.. z ~gym V V) K V = z LL LJ W V V) Z gym¢ iW+ m Z¢m U1'0 'd z H W Nf Q F W m uia P /Y x d m d ELEVATION C W TRIBUTARY WIDTH = W = (A+B)/2 D ELEVATION E TRIBUTARY WIDTH = W = (A+B)/2 W Zm O ~ H if) o Hof (moi J + WW V LL Um O 0 N Z. O nt Lc N i HN m m Z J Lo o 6 3*ju IJZ O I'D V) DWG #: AW0029 SHEET: 9 OF 9 REQUIRED INSPECTION SEQUENCE WD44 i/_'_ GI/4 B RMTTZ l[ueefllon 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 ym Frame Insulation Rough In Firewall Screw Pattern Zo y/o Drywall / Sheetrock Lath Inspection Final :Solar Final .Roof Final 'Stucco /Siding Insulation Final Final Utility Building Final Door 4 0 Final Window Final Screen Room Final Pool Screen Enclosure Mobile .Home Building Final Pre -Demo Final Demo Final Single Family Residence er3O Final Building (Other) REVISED: June 2014 krt1drog,v <// CeZ-a" tea" Min Max 'l[ns; , ectnan Descn°n 610n Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Wn Max n Description - Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 1M[in 1 Max Minn I:N'Iax Mechanical Roup Mechanical Final Gas Final