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HomeMy WebLinkAbout1728 W 14 St7 AN CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction, Value.- $ Job Address., 17218 W 14TH ST SANFORD, FL 32771 Parcel ID: 25-19-30-6AHA Type of Work: New[] Description of Work: El Alteration k4 Repair 0' D, Plan Review Contact Person: MILLIE HAWKINS Phone: 407-261-2277 Fax: 467-261-2277 Historic District: Yes R No R Residential R Commercial,[:] Change of Use,R move El /I (,-)A Title: ASST Email: MILLIEHAWKI.NS@NEWSOUTHWINDOW.COM Property Owner Information Name SYLVIA MILLER Phone: 407-9131-2659 Street: 1728 W. 14TH ST SANFORD, FL 32771 Resident.of property? City, State Zip: Name Street: City, State Zip: SANFORD, FL 32771 )rmation Phone: Fax: State License No.: Architect/Engin,eer Information Name: Phone: Street: Fax. City, St, Zip: E-mail: Bonding Company: Address: 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 it separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105"1 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code, Revised: June 36, 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 requ ircments of Florida Lien I aw, 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 I 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., OW-NER'S AFFIDAVIT: I I certify that all of the foregoing information is be done in compliance with all applicable laws regulating congirbetion a` Signature ofOwner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date that all work, will Date nt Florida Date Owner/Agent is Personally Known to Me or Contractor/Agept isx_ Personally Known tolvie Produced ID Type of ID Produced ID Typ e pe of ID BELOW IS FOR OFFICE USE ONLY Permits Required- Building:R ElectricalFl MechanicaIF1 PlurnblngR Gas[ RoofFJ Construction Type: Occupancy use: Flood Zone; Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing- # of Fixtures Fire Sprinkler Permit; Yes© No n # of 'Heads Fire Alarm Permit: Yes 0 NoF1 APPROVALS:' ZONING: 1 -9. � QILITIES: WASTE WATER:, ENGINEERING: FIRE: BUILDING. - ,-IF 1-16-01 COMMENTS: Revist'&. June 30,2011 Permit Applicatinn LOW-E GLASS: V366 GLASS ❑ 340 GLASS OBSCURE GLASS IIYES ❑ NO TEMPERED GLASS G YES ❑ NO ALL SASHES ARE ARGON FILLED -WITHOUT EXTRA CHARGE LOCATION: ILOCATION- WITHOUT GRIDS& ❑ Vantage 9Mmpact GRIDS STYLE age - - ❑ Tantage 9000 Double Hung- Non -Impact Single Hun - Non-Im act Single Hung- Impact QUANTITY [IFDOUBLE HUNG E-VANTAGE "QUANTITY Aron PATIO DOORS (HALF -SCREEN STANDARD) O Full Screen ❑ impact O non -impact ❑ Open Praire Grids ❑ ❑ SINGLE HUNG ARCH OR ❑ 9000 SING LING (HALF SCREEN) ❑ 5/0 x 6/8 ❑ 9/0 X 6/8 Indicate size, draw arrows for direction ❑impact _non -impact of slide outside looking In (OSLI) ❑ 5/0 x 8/0 ❑ 9/0 X 8/0 SINGLE HUNG ROUND TOP ❑ 6/0 X 6/8 ❑ 12/0 X 6/8 ❑ LEFT - QTY:_ ❑ 6/0 X 8/0 ❑ 12/0 X 8/0 ❑ RIGHT - QTY: _ ❑ 8/0 X 6/8 ❑ 16/0 X 6/8 ❑JOINTTOGETHER ❑SEPARATE ❑ IMPACT ❑ NON -IMPACT ❑ 8/0 X 8/0 ❑ 16/0 X 8/0 2 LITE SLIDER E-VANTAGE ❑ (XX, HALF -SCREEN STANDARD)❑ Full Screen 90001 LITE SLIDER ❑ OX or ❑ XO ❑ 3 PANEL PATIO DOORS outside looking in ❑ impact ❑ non -impact ❑ impact O non -impact LlPICTURE WINDOW VANTAGE indicate size, draw arrows for direction of slide (NO SCREEN) outside looking In ❑ impact O non -impact 4 PANEL PATIO DOORS L] 3 LITE SLIDER WITH PICTURE 0 impact O non -impact WINDOW (2SCREENS) ❑ impact O non -impact indicate size, draw arrows for direction of slide 1/4--1/2-1/4 configuration outside looking In I I � ❑RHALF OUND ❑EYEBROW ❑QUARTER ROUND ❑TRAP ❑OTHER (DRAW IN SPACE) GRID STYLES ❑ STANDARD ❑ CONTOUR ❑ BRASS/GOLD/PENCIL ❑ Colonial ❑ Prairie ❑ Open Prairie Was this home built prior to1978?0Yes o If yes, the undersigned agress to the terms and conditions of the NewSouth Lead Safe Work Practices Addendum. If house tests postive for lead, an additional S per window will be added to the balance. 1 Buyer's lure TOTAL NUMBER OF WINDOWS ON THIS ORDER: I lva 5 L S TOTAL DOORS: ** Subject to NewSouth field engineering and approval. ❑ Customer agrees to allow NewSouth to display a yard sign until 30 days after completion. TWO YEARS FREE IN HOME SERVICE BUYER'S RIGHT TO CANCEL BUYER MAY CANCELTHIS CONTRACT BY DELIVERING WRITTEN NOTICE Total price* $ O 0,0 TO THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD Down payment. $ b BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. BUYER MAY Delivery/commencement. $ o G O USE THIS CONTRACT AS THAT NOTICE BY WRITING "I HEREBY CANCEL" Balance due upon final $ 0 Q DI AT THE BOTTOM AND ADDING BUYER'S NAME AND ADDRESS. THE window/door installation. NOTICE MUST BE DELIVERED TO THE SELLER ATTHE ADDRESS SHOWN ABOVE. ❑ Bank Financing Vash on Completion All material is guaranteed to be as specified. All work is to be completed in a workmanlike manner according to standards and practices. This contract is valid only with proper signatures. NewSouth shall not be held responsible for time and material delays, strikes, acts of God or any other matters beyond its control. NewSouth is not responsible for any pre-existing structural conditions. No other work to be done, all other work to be excluded. Owner agrees that the equity in this property is security for this contraLL Since this contract calls for made to order goods, it is not subject to cancellation except as stated above. Start installation approximately weeks from above date. Verbal promises can cause misunderstandings, therefore this contract constitutes the entire understanding of the parties, and no other understand' g, collateral, verbal or otherwise, shall be binding, unless signed by both parties. NewSout to remove and haul away all job related debris. * sales and discounts allotted. All charges included above. Thank you for yo order. Buy Signature NewSouth Representative x x Buyer's Signature NewSouth Manufacturing Authorized Officer 3 Z h� GRANT NALQY r SEMINOLE C ouN ('i. THIS INSTRUMENT PREPARED BY: CLERK OF C:IRC:UIT COURT h CCji° P ROLL.ER Name: BRIDGET LAMBERT.pN Address: -820 E. ALTAMONTE DR BE. 9C14i i F"'� 2 77 (1 f 95 1 ALTAMONE SPRINGS. FL 32701 CLERK'S Y 201712.1841 RECORDED 12/13/2017 12:08'50 P11 NOTICE OF COMMENCEMENT RECORDEDGBYEES tsmi`th°"0 State of Florida County of Seminole Permit Number: Parcel. ID Number: 25-19-30=5AH-0000-020H The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florlda Statutes, the following Information Is provided in this Notice -of Commencement. IMPROVEMENT: OWNER INFORMATION: Name: SYLVIA MILLER Address: 1428 W 14TH STREET SANFORD, FL 32771 Fee Simple Title Holder (if other than owner) Name: CONTRACTOR: Name: NEW SOUTH WINDOW CRC 1330822 Address: 820 E ALTAMONTE DR ALTAMONTE SPRINGS, FL 32701 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1yb), 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 70 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 i 1313, FLORIDA STATUTES; AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS T.O. 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 pe ury; i declare that I have read the foreboing and that the facts stated in it are true Vedge'a7st of my kn l (%f.P �t Owner's Signature ��-]Oivnees Printed Name Florida S 713.13(1 Xg): • The owner must sign:tlhnotice of commencement and no one elmmay be permitted to sign in his or her stead.' State of ►1 _ County of ►1 U UL r The foregoing Instrument (U ` /�/j�was acknowledged before me this � � day of V J 20 F by `I Vt' Who Is p onally kn n to me ❑ a e of person mekhig.sl nt OR who has orodueed IdentfflraUon type of identification produ d: „1G 1 n:'�t r �i� stJi�1UA . CI.�R'1C a4,uRr Nd. Notary Public State of Florida rCNP, >a 1:10 HOLLY E.H. SHAW Notary Sign-aJ c; ` My Commission GG 109697 9?or o Expires 06/10/2021 NewSouth N ®OW SOLUTIONS To Whom It May Concern: 820 E. Altamonte Springs Dr. Altamonte Springs, FI 32701 Phone: (407) 261-2277 Fax: (407) 261-2278 Contact Email: milliehawkins@newsouthwindow.com I, SAMUEL OCHSTEIN, hereby authorize the following named person (s) to sign, apply for and purchase permits and/or licenses for NewSouth Window Solutions of Orlando. This list is to replace all others previously issued, which are now to be considered null and void. TYLER LEE FRED BROWN JUSTIN SHAW TIM NAGLE MILLIE HAWKINS Job Address: 1728 W 14TH ST SANFORD, FL 32771 Sincerely, SAMULH=-OCHSTEIN CRC 1330822 State of Florida, County of SEMINOLE Sworn to and subscribed before me, this 81h day of JANUARY, 2018, by SAMUEL OCHSTEIN, who is pers nally known to me and did not t an oath. HOLLY E.H. SHAW Notary Public ooe Notary Public State of Florida �� HOLLY E.H. SHAW State of Florida �+s My Commission GG 10y697 Expires 06/10/2021Expires06110/2021 V r7 > r- 70 0U)>5> m C)O—ImMCmM < ZZC=GIOmSCDM t�� 1i II�ISJI 7tir fO11A1Oht; m M _ rtd Window Specification and Detail o Pursuant to Contract with NewSouth Window Solutions "O Customer:ykp> c-a. Address: laa-s W 14Z 4 m City: Srrw kZ,r-. :b Zip. Phone: (H) 467- q kZ 2(05'1(C) tip l0 JF-7 tea,CDFirst Floor Q Contract Oate:I\ — O 1 Factory p.: "'C`K 7�5v1 \ =4 Customer Approval: G --� Frames Screens Insulated Glass Unit Grid ions m of TYPE ° o � o WIN Location I. �$ry(g Cass r EXT/INT (W x H) Sales Measure (W x H) Opening Size (W x H) Make Size - x !x3% x,1 x % d 2 �� _,�_ x 6Y x 3?Y.y 3 a i4, 4 x S(o x x . J S x Y9Y� x y9 4 ti �i s ' 1( 3 x � :X-���6�Y't x 6 -A -V-1y � � x 73 x 36 I x �- �i L x x LeU (e x x 6YLf x yyn- i 81 a,,,. t_ , i x x 36 x12yq b x.37 Y 9 I tf 10 .�4� i _Lt �(� x U _ x x 57, 11 x x x3�Yy 13 �-k� Il x 4 V x 36 x37y 14 �1t.>C-i t �( IA0 xS'-G x 6 x 79 15 n JaNTK[ lr' 1 I A, x c�tr x 3 x 7 16 �1 x I x -- p 1 �a� CA z 0 U 6 N �� ��' M a M n 0 d 0 1 City of Sanford .ti`4l 1,1 iQ Building / Fire Prevention Product Approval Specification Form Permit # Project Location Address 1115 Ut/ N, l i FZ 31 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.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 Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun L i 15 Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other IJ 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 Applicant's Signature Applicant's Name (Please Print) June 2014 Y BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map I Links I Search Florida I 'ME .:! Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15378-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair blvd tampa, FL 33610 (513) 284-0129 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15378 R3 COI (a) Certificate of Indeoendence.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2008 AAMA/ W DMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/18/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 15378.1 a. DuraGard Double Hung Window DuraGard New Construction (Nail Fin) "Non -Impact" Vinyl Double Hung Window (X/X - configuration; Max Size 54 x 75) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15378 R3 II (a) Inst 15378.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15378.1 for Design Pressure Ratings, any FL15378 R3 AE (a) Eval 15378.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15378.2 b. DuraGard Double Hung Window DuraGard Replacement "Non -Impact' Vinyl Double Hung Window (X/X - configuration; Max Size 54 x 75) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15378 R3 II (a) Inst 15378.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15378.2 for Design Pressure Ratings, any FL15378 R3 AE (a) Eval 15378.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15378.3 c. Sashlite Double Hung Window Sashlite New Construction (Nail Fin) "Non -Impact" Vinyl Double Hung Window (X/X - configuration; Max Size 54 x 75) Limits of Use Installation Instructions , Approved for use in HVHZ: No FL15378 R3 II (a) Inst 15378.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15378.3 for Design Pressure Ratings, any FL15378 R3 AE (a) Eval 15378.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes a cu rs. 15378.4 d. Sashlite Double Hung Window Sashlite Replacement "Non -Impact' Vinyl Double Hung Window (X/X - configuration; Max Size 54 x 75) Limits f Use Installation Instructions A owed for use in HVHZ: No FL15378 R3 II (a) Inst 15378.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15378.4 for Design Pressure Ratings, any FL15378 R3 AE (a) Eval 15378A.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15378.5 e. DuraGard Double Hung Window DuraGard New Construction (Nail Fin) "Impact" Vinyl Double Hung Window (X/X - configuration; Max Size 40 x 72) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15378 R3 II (aa) Inst 15378.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15378.5 for Design Pressure Ratings, any FL15378 R3 AE (a) Eval 15378.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15378.6 f. DuraGard Double Hung Window DuraGard Replacement "Impact" Vinyl Double Hung Window (X/X - configuration; Max Size 40 x 72) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15378 R3 II (a) Inst 15378.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15378.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product FL15378 R3 AE (a) Eval 15378.6.pdf particulars. Created by Independent Third Party: Yes Back ext Contact Us :: 2601 Blair Stone Road, 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 Card Safe -Newsouth \ WI N DOW SOLUTIONS 4901 Oa'k�Falr Ipa, FL 33610 Sashl'te Double Hung Window "NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Vertical & horizontal cross sections 3 Vertical & horizontal cross sections 4 Buck & frame anchoring 5 Components 6 Bill of materials and glazing details 54' MAX. OVERALL FRAME WIDTH i X / wU Ow S < / X i MAX'. MAX DESIGN PRESSURE FRAME DLO. GLASS :DIMENSION DIMENSIONF TYPE P05. NEG.".: 54.0" X 75.0^ 4825" x 34.5" Gl +20.0 -25.0 54.0" X 63.0" 48.25" X 28.5" Gl +30.0 -35.0 480 x 72.0^ 4226" x 33.0" G7 +30.0 -35.0 10 _ yd: s m', z' O o r lilt UN •• N e 9 U • Z u EW Zm oU L o m a Na m a aLn o o O c E vz cw w 2 U: N.T.S. G. BY: JK C BY: LFS \WING NO.: FL-15378.4 .ET I OF 6 Z D �=t Cjt=_ 1 1 .e . E d �W.yj *°_ I III ��`,`` LOCKS (2) In 11\ o r�i m i T FROM EACH END 8 N •: N y� LgF E 2 a o U \ C F- 4 N"� m aa(L 30 V V 4 Z ; X �d `W � 33 1 4 0 D G1 21 z Oo 2 2 3 14 22 j w 2 3 3 = i- moo 6 U � � W 1-1/4"MIN. B EXTERIOR mo INTERIOR o a EMB. (TYP.) > m 12 a C 31 15 G1 9 F 9 5 ^ INTERIOR N z � 32 W o z O U 2 c >v B F W < 0 GI Z p ^Z 9 a .. DAM- 6117115 i 8 EXTERIOR a ° scetF: N.T.S. 3 D 3 E a ' rvc. BY: JK m CHK. BY: LFS ; E z oB�x�Hc Ho.: o FL-15378.4 U i 1 HORIZONTAL CROSS SECTION D �1 VERTICAL CROSS SECTION m 2 2X Buck Masonry Construction �2X Buck Masonry Construction sH�r 2 , 6 p A $� .. INTERIOR . \Y u o Gl UN •; F 9 o N an o a -Z{ m Z01 OU L g c0. N 'mdaE ' w � 0 E oZ � ac (y ul 0 3 Z �2 OU G1 SW = �y9 1-1/4"MIN. 8 EXTERIOR W V No EMB. (TYP.) 3 0 w o o a a 1 HORIZONTAL CROSS SECTION ED 3 Shown with 1X sub —buck EXTERIOR C'1 INTERIOR m GI 9 9 5 EXTERIOR 5 INTERIOR o00 N 32 30N 000 30 W bW >O 2 C W�W F C E A E ° ° z Z U Tr Z o _ o 6 DATE: 7 15 ? sue: N.r.S.1 0 m DWG. Br: JK Is m ^ -3 2 VERTICAL CROSS SECTION �VERTICAL CROSS SECTION SECTION GHk. BY. LFS 3 a 3 Masonry s81 3 Masonry sin DRAWING NO.: FL-15376.4 0 SHEET _mL OF 6 0 /r��'I ``````111111*11111 *•ZCZ �m C{il;j \ C q10 (TYP-) (TYP.J �`1 111111 N Z g 'z XZ0 —L 8L°° 9m cW ° m a mda D TYP. _ $ ' 0$ F P Z 1c\ �w 8 3 0 TYP. TYP. 2X SUBJ IXSUB 2X SUB BUCK BUCK BUCK 3 z ¢� FRAME FRAME 43Z MASONRY MASONRY MASONRY U w cYiZ OPENING OPENING o OPENING to m �2 m¢ `v D o Q a 0 a � Y M m C C 2X BUCK ANCHORING FRAME ANCIXBUHORING FRAME ANCHORING z 2X BUCK w p fA e 0 � CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints i 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to m maintain the min. edge distance to mortar joints, additional concrete anchors = w = may be required to ensure the "MAX. ON CENTER" dimenslon are not exceeded. m 3. Concrete anchor table: a o n z p o ^ Z U DATE: 6117115 = 0 SUE. N.T.S. d owc. BY: JK m cW. BY: LFS 3 ORAWMC NO.: N 1. / 9 spacing FL-15378.4 0 wood screws to prevent the splitting of wood. SHEET 4 or 6 a ANCHOR 4NCHOR MIN. MIN. CLEARANCE'. MIN. CLEARANCE: ?;TYPE >� SIZE ;£MBEDMENi TO MASONRY TO ADJACENT '. :EDGE ANCHOR INV ® 14" / T•1/4" 2" 4" TAPCON ELCO 1/4" 4" ULTRACON® WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5 8" ed a distance, 1"end distance, & 1"o.c. s acin of ' EXTRUDED VINI'L FRAME o �1.06" n � 2.17' t0l25" 42:�jIAA --{ 0.24S' 12 REINFORCEMEM b 0.07" LITo00 � � LOCK RAIL REINPOCEMEM 4 IOP RAIL 1.565 1.45" 0.85" D o00 0.075' D � KEEPER RAIL 8 IOP SASH STILE 2 EXTRUDED VINYL SILL 2.17" I [J000U P 0.075' 1AT 5 BOTTOM RAIL J1 EXTRUDED VINYL JAMB I� 0.26" h� 9 GLAZING BEAD 0.2T' o 14 KEEPER GLAZING BEAD o "it 111• Z O m d Q]' U N Z V D 4 v 0 C) O z c w a Em =) = a mdD.� E 0 o v° z Lj 310: I o 1.95" IS 0.96" 1.35' n W H 0.08" to D -Z 00o ate: s ,7�,5 0.13" D O.OT' SCALE N.T.S. Dwc. BY: JK CHK. BY: LFS REINPORCEMEM DRAWING NO.: 1$ 5 BOTTOM SASN STILE 6 LOCK RAIL FL- 15378.4 SHEET 5 OF 6 _�� M M oN .. L� 9 Z 0 Z U \N � eau: OIL :36 � 7 m 0: I'L v � a E 9z E 1/2" GLASS BITE $ 3a 3 3/4" O.A. GLASS THK. 3 V) I ANNEALED GLASS O J� /8" 3 a n w ¢ cD O AIR SPACE Z _ m I2 J N 00 m JO m " 20 0 op o o A fi 1/8" ANNEALED GLASS a a m x' a 10 9 8 N N G1 GLAZING DEfAR g ' THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED o BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS-% a o n o N 0 a Z Q O � a Z O Z '- D DATE: 6 17/15 z SCALE: N.T.S. o Owc. BY. JK m CHK. ar: LFS 3 R DRAWNG NO.: v1 FL-15378.4 0 z BILL OF MATERIALS REM i DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.42 WOOD B 2X BUCK SG >= 0.42 WOOD C 1 /4" MAX. SHIM SPACE STEEL D 1 /4" X 2-3/4"PFH ELCO OR TfW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F #8 X 7' PFH WS (1-1 /7' MIN. EMBEDMENT STEEL P 1 /4" X 2-3/4" HH ELCO OR ITW CONCRETE SCREW STEEL 1 HEAD-441F" PVC 2 SILL - 442F* PVC 3 JAMB - 443F' PVC 4 TOP RAIL - 414* PVC 5 BOTTOM RAIL - 427' PVC 6 LOCK RAIL - 426' PVC 7 KEEPER RAIL - 423' PVC 8 TOP STILE - 408' PVC 9 GLAZING BEAD - 448` PVC 10 GLAZING SILICONE (SashSeal) - 11 LOCK RAIL REINFOCEMENT- 452 ALUM 12 REINFORCEMENT-454 ALUM. 13 REINFORCEMENT - 458 ALUM. 14 KEEPER GLAZING BEAD - 449' PVC 15 BOTTOM STILE - 428* PVC 20 LIQUID APPLIED DESICCANT (SashDri) - 21 KEEPER -TRUTH #C41275 - 22 LOCK ASSEMBLY -TRUTH #A30700401 - 30 CENTER FIN PILE - .187 X .190 - 31 CENTER FIN PILE - .270 X .220 - 32 FOAM SEAL- BOTTOM RAIL-AMESBURY #32692 - 33 FOAM SEAL -TOP RAIL - AMESBURY #32012 - SHEET 6 OF 6 f� BCIS Home I Log In User Registration I Hot Topics i Submit Surcharge i Stats & Facts I Publications FBC Staff I BCIS Site Map' Links i iSearch' Florida «e NJ Product Approval r? • USER: Public User ,Cc;war..xpp ,l pr Product Approval Menu > Product or Application Search > Application List > Application Detail • -" �S FL # FL15378-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair blvd tampa, FL 33610 (513)284-0129 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15378 R3 COI (a) Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/W DMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/18/2017 Date Approved 12/12/2017 Summary of Products r FL # I Model, Number or Name Description 15378.1 a. DuraGard Double Hung Window DuraGard New Construction (Nail Fin) "Non -Impact" Vinyl Double Hung Window (X/X - configuration; Max Size 54 x 75) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15378 R3 II (a) Inst 15378.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15378.1 for Design Pressure Ratings, any FL15378 R3 AE (a) Eval 15378.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15378.2 b. DuraGard Double Hung Window DuraGard Replacement "Non -Impact" Vinyl Double Hung Window (X/X - configuration; Max Size 54 x 75) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15378 R3 II (a) Inst 15378.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15378.2 for Design Pressure Ratings, any FL15378 R3 AE (a) Eval 15378.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15378.3 c. Sashlite Double Hung Window Sashlite New Construction (Nail Fin) "Non -Impact' Vinyl Double Hung Window (X/X - configuration; Max Size 54 x 75) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15378 R3 II (a) Inst 15378.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15378.3 for Design Pressure Ratings, any FL15378 R3 AE (a) Eva] 15378.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15378.4 d. Sashlite Double Hung Window Sashlite Replacement "Non -Impact' Vinyl Double Hung Window (X/X - configuration; Max Size 54 x 75) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15378 R3 II (a) Inst 15378.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15378.4 for Design Pressure Ratings, any FL15378 R3 AE (a) Eval 15378.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15378.5 e. DuraGard Double Hung Window DuraGard New Construction (Nail Fin) "Impact' Vinyl Double Hung Window (X/X - configuration; Max Size 40 ) 72) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15378 R3 II (a) Inst 15378.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15378.5 for Design Pressure Ratings, any FL15378 R3 AE (a) Eval 15378.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes 15378.6 f. DuraGard Double Hung Window DuraGard Replacement "Impact' Vinyl Double Hung Window (X/X - configuration; Max Size 40 x 72) Liji cf Use Installation Instructions -Approved for use in HVHZ: No FL15378 R3 II (a) Inst 15378.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15378.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product FL15378 R3 AE (a) Eval 15378.6.Ddf particulars. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, 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: ® eC heck Credit Card Safe H]NewSouth WINDOW SOLUTIONS 4901 Oak Fair Ivd., Tampa, FL 33610 DuraGard I DoubleHung Window GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and excludes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# I DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Vertical & horizontal cross sections 3 Vertical & horizontal cross sections 4 Buck & frame anchoring 5 Components 6 Bill of materials and glazing details 40' MAX. OVERALL FRAME WIDTH / X wU o= Fr i X i DESIGN PRESSURMAX EMAX FRAME :: DLD GLASS:;. (PSG DIMENSION DIMENSION TYPE s 40.11" X 72.0" 33.12" X 32.37" G1 +50.0 50.0 sue: n1.r.s. Owc. er: JK FL— 753 78.6 _c _1 OF 6 P NOTE:r'` 1. JAMB REINFORCEMENT CUP, ITEM #34, LOCATED' n AT THE BOTTOM SASH TILT LATCH ON EACH JAMB AND SECURED WITH ONE #8 x 2-1 /T PH SMS. e E 1 1 3 2 p Z e .. ��i ....... min a LOCKS (2) ���tl* tt �� �`` 0 N i T' FROM EACH END C B \ cQi� Mgt e E zmZo 9doa i V 30 1 �m 6 cZ o X y c of d a 3'd 33 o q 4 3 L2122 it2Y3 =W G1 j J N3 �y = 12 m d cc 0 o w C 9 Q 0. 6 EXTERIOR 0 INTERIOR a a 1-1/4"MIN. B C 34 SEE NOTE 1 7 > EMB. (TYP.) 12 • 31 12 GI 29 GI p a B INTERIOR 9 5 ^ 0 30 N z ❑0 12 o W 0 32 2 ti • / C WOO �~a • �O B zd O O z • ^ S f D a e 9 : O U D 12 DATE: 6117115 31 3 EXTERIOR a E SCALE: N.T.S. m DWG. ar: JK E v 1 HORIZONTAL CROSS SECTION r2 VERTICAL CROSS SECTION CHk. BY: LFS 3 onAwiHc Ho.: m 2 2X Buck Masonry Construction 2 2X Buck Masonry Construction FL— 0 ro slicer _L of 6 p tttti till,, NOTE: \\\\\``�ll// 1. JAMB REINFORCEMENT CLIP, ITEM #34, LOCATED �\ A A 3Q SEE NOTE 1 AT THE BOTTOM SASH TILT LATCH ON EACH JAMB = n �, ro AND SECURED WITH ONE 1 /4" X 3-1/4" PFH ITW _: =Z ro 0 C CONCRETE SCREW. = C1 *` — r 0 . 12 31 • o n 8 INTERIOR //////lil(•tt t� o a ^oo nmz° V N•• N y� z C E m U O 9 oa 0 m Q N L maa� �v o= 0 Sd v< 3 2 J ti CZ M 9 3 �r- 1-1/4'MIN. 31 12 U = 2 W m --d EMB. (TYP.) EXTERIOR o w v U J p O j 1 HORIZONTAL CROSS SECTION & 3 ../IXwb-buck a a �m m G1 G1 EXTERIOR 5 INTERIOR EXTERIOR 5 INTERIOR 0 9 � 30 9 �� o W _o ° 32 ° 30 32 12 F 12 2 E �q � u z °d F E ^a N z � d - - d z Z de. .. DATE: 6/17/15 = scAm N.T.S. 3 - owc. BY, J1( m 2 VERTICAL CROSS SECTION VERTICAL CROSS SECTION oxK. BY.' LFS 3 No_1 rc n 3 Masonry sill Masonry sill FL-15378.E 0 A SHEET 3 or 6 11,4111 1111 • •. I�Li Li �n ue (TYP.) llllll l 111 0802 .. N 20 C E Z$ U O m •f a a �jT' O p TYP. Z F TYP. M TYP. 'va 2X SUB 2X SUB I X SUB BUCK BUCK BUCK 3 2 �O FRAME FRAME 3� MASONRY OPENING MASONRY m MASONRY = w Yz 0 U OPENING OPENING � � m m¢ a U O C, 0 of a a } m n 2X BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING Z 2X BUCK IX BUCK o W O in N CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. i 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to m maintain the min, edge distance to mortar joints, additional concrete anchors ed to ensure the ON CENTER" �mension are not exceeded. may be requtr'MAX. o a 3. Concrete anchor table: o m MIN 3.83" 3.83" ��� • "� •* •� Z � n 0.06" 2.43 ll*.11 z r°I m 6 n O N•• cJ V E z_ 0 nj S t S 9 °c W �N mOCm ♦ m 0_ D. 4 C 0.06" d ogoa z 0.05 0.06" 'EE 3d � EXTRUDED VINYLfRAME � �1 EXTRUDED VINYL SILL � � 3 Fl o � 3 Z W I ATCL o 0 2.17 W N p i--1.25' --i 4� 1.03" j U V O O 12 "INIORCEMEW o 480C Ion —►i�od�. o a o.or 3 � a a N� m�o o i EXTRUDED VINYL JAMB 1.286" Z wefMC" 142 Wo 1.03z N 4 1OP RAIL S BOTTOM RAI! 1 1.625 a il> { 0.28' ►--1.625' h �{ 0.27' a u � I 0.07" � z �� o _ i o 0.05 � a O a Elz a 0.56 +� - i I DATE: 611711 s = 0.07 I tom— 0.93" i .E: N.T.S. DWGm 1" 1.47' cw. BY. LFS 3 KEEPER RAIL GLAZING BEAD '^6�LOCK RAIL Dxnwwc NO, rc 8 SASN51llE 9 U FL-1$378.6 o N SHEET _L OF s %%%%Itl11111/ �: it• ' _ n �I �•.........y... J \\ OOm nn 11 Z ^�S U N •• cfxi� N gtD 962W � a "� m d a. ' o z �w o. 1 /T GIASS BITE 3 fn NQ 7 2 o l O 7B" O.A. GLASS THK. 3 1/8"ANNEALED GLASS x �^� 0.090" SAFLEX N �o PVBINTERLAYER z ma o 1IT ANNEALED GLASS 0 a a AIR SPACE y m 11W ANNEALED GLASS ' THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY SUPER SPACER (FOAM) EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". $ Gl GLAZING DETAIL p e 0 � a � z z ^ eQ N 0 a w i � � 2 O 0 Z ^ DATE: 6 17/ 15 -0 sc�: N.T.S. 5 owc. ar: JK m CHK. BY: LFS ; DRAWING ND� R N FL-15378.E a sNEEr 6 of 6 BILL OF MATERIALS rtEM � oEsc�ImoN MATERIAL A 1 X BUCK (SG >= 0.42) WOOD B 2X BUCK (SG >= 0.42) WOOD C 1 /4" MAX. SHIM SPACE STEEL D 1 /4" X 2-3/4" PFH ELCO OR HVJ CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F #8 X 7' PFH WS (1-1/7' MIN. EMBEDMENT) STEEL M 1 /4" X 2-3/4" HH ELCO OR ITW CONCRETE SCREW STEEL 1 HEAD - 441 F' PVC 2 SILL - 442f PVC 3 JAMB - 443f PVC 4 TOP RAIL - 4758' PVC 5 BOTTOM RAIL - 485B' PVC 6 LOCK RAIL - 494B• PVC 7 KEEPER RAIL - 493B• PVC 8 STILE - 4208' PVC 9 GLAZING BEAD - 446B• PVC 10 SILCONE GLAZING SEALANT (TREMCO 5-700) - 12 REINFORCEMENT-480C COMP. 21 KEEPER -TRUTH #C41275 - 22 LOCK ASSEMBLY -TRUTH #A30700401 - 23 BALANCE - 30 CENTER FIN PILE - .187 X .190 - 31 CENTER RN PILE - .270 X .220 - 32 FOAM SEAL -BOTTOM RAIL - AMESBURY #32663 - 33 FOAM SEAL -TOP RAIL - AMESBURY #32012 - 34 JAMB REINFORCEMENT CLIP #970 STEEL ' ^. Min Max Ins2ection Description. 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 Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door cco Final Window - Final Screen.Room Final, Pool Screen Enclosure Mobile Home Buffifing Final Final Demo Final Single Family Residence Final. Building. (Other) Min Max- Ins2ection Descri2tion Eleadc. Underground Footer / Slab Steel Bond Electric Rough Pre -Power Final Electric Final Min in Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final IN Mechanical Rough Mechanical Final min Descri�tion Gas Underground Max Gas Rough Gas Final