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HomeMy WebLinkAbout10-11014 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 11014 BUILDING PERMIT Permit Number: 11014 Address: 4803 6TH ST Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: MOORES FIRST ADDITION Est. Value: Parcel Number: 14- 26 -21- 0010 - 03400 -0010 Improv. Cost: 6,641.00 1= ; �„ _ a> Date Issued: 10/08/2010 Name: SHANKS, RICHARD & KIMBERLEE Total Fees: 105.00 Address: 4803 6TH ST Amount Paid: 105.00 ZEPHYRHILLS, FL. 33542 Date Paid: 10/08/2010 Phone: (813)363 -8312 Work Desc: REPLACE 19 WINDOWS SIZE /SIZE )1- .•� '• • • • A :i i 05.00 FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. 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, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." r CONTRA OR SIGNATURE PERMIT OFFI FR RMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i A S , 1 ‘ , 1, - ..■:7 4 ..- '.. -v.X.V1- r- -- .. City of.Zephyrhills BUILDING PLAN REVIEW COMMENTS (._// J r L,L/_ ( Date Received: 9 ,- /70 Site: 1 . , Permit Type: : ., L . / _ _ _ Ai/ l ' _4, .1 Approved w /no comments: ❑ Approved w /the below comments: Elf Denied w /the below comments: ❑ 1e S IB ' This comment sheet shall be kept with the permit and/or plans. 1r� Kalv' Switzer Plans Examiner Date Con ctor and/or Homeowner aired when comments are present) 813 -780 -0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department / l , 0 ( ^� G f Date Received _ 2 :7 - Phone Contact for Permitting / 1 J 3 -- �/ / Owner's Name /1 r 4,je, 14 J6' 4, J Owner Phone Number Owner's Address 0 04 c_' Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 1 7M `7 t �/ LOT # SUBDIVISION /' ooi l ficj/ ��i/i fi r✓ PARCEL ID# �I� 1 L ' Z / - d4 /0 - of yia - o o / 0 '/ (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT I I SIGN i 1 1 1 DEMOLISH INSTALL REPAIR PROPOSED USE I I SFR f I COMM I I OTHER 1 TYPE OF CONSTRUCTION I I BLOCK n L FRAME I 1 STEEL 1 I 1 DESCRIPTION OF WORK , l i./ / r/ /y !‘/ J/ i G ' / BUILDING SIZE SQ FOOTAGE HEIGHT (BUILDING $ (o / 6 / 4� VALUATION OF TOTAL CONSTRUCTION (ELECTRICAL $ AMP SERVICE I I PROGRESS ENERGY I' I W.R.E.C. I (PLUMBING $ I (MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION I (GAS I I ROOFING ri SPECIALTY I I OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 IVES NO BUILDER G L.-- 0 5 r COMPANY G' J14/ !J a/' l/ Cr _ YI� Zf SIGNATURE REGISTERED Llllllll�� FEE CURREN Es9,fim Address )/° /�i ;, 5 t / License # 1 J'cc /J/1fat f$ ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURREN I Y/ N I Address License # PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N ] FEE CURREN I Y/ N I Address License # MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURREN I Y / N 1 Address License # I OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURREN I Y/ N I Address 1 License # I RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R -O -W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions /large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R -O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. * ** *PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) ** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey /Footage) Driveways -Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division — Licensing Section at 727 -847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT /UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and 90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner ", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection- Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers - Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services /Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency- Asbestos abatement. Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. 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 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 any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER O - ; GENT ` CONTRACTOR _ Subscribed an. ' orn to (or aff - IsP) befor me this Subscribed and sworn to (or affir - • iff or e ye ' is by f .F.. e Ad% by G "0. Who is /are personally kno to me or has/have r duced Who is /are personally known to me or has/have pro ced as identiflcatio as ide cation. Notary Public Notary Public Commission No. Commission No. Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped Pasco County Parcel: 14 -26 -21 -0010- 03400 -0010 001 Page 1 of 2 • Data Current as Of: Weekly Archive - Saturday, September 18, 2010 Parcel ID H 14- 26 -21- 0010 - 03400 -0010 (Card: 001 of 001) Classification 12 - Stores, Office, SFR Mailing Address Property Value SHANKS RICHARD M & KIMBERLEE A Ag Land $0 4803 6TH ST Land $28,378 ZEPHYRHILLS FL 33542 -5738 Building $54,840 Physical Address Extra Features $618 4803 6TH ST ZEPHYRHILLS FL 33542 Market Value $83,836 Assessed (Save Our Homes) $83,836 Homestead 196.031 - $25,000 Legal Description (First 4 Lines) Non - School Additional Homestead Exemption - $25,000 MOORES FIRST ADDITION PB 1 Non - School Taxable Value $33,836 PG 57 LOTS 1 & 2 BLOCK 34 School District Taxable Value $58,836 OR 6590 PG 125 Warning: A significant taxable value increase may occur when sold. Click here for details and info. regarding the posting of exemptions. Land Detail (Card: 001 of 001) I Line Use Description Zoning Units Type Price Condition I Value 1 1200 STORE 000P 7,000.00 SF COMB $3.00 1.00 $21,000 2 1200 STORE 000P 6,200.00 SF COMB $1.19 1.00 $7,378 1 Additional Land Information f I Acres II 0.30 II Tax Area II 30ZH II FEMA Code 0 -- IOCommerical Codell M6ST7AB I 7 Building Information - Use 12 - Stores / Office SFR (Card: 001 of 001) Year Built 1935 Stories 1.0 Exterior Wall 1 Asbestos Shingle Exterior Wall 2 Tile or Wood Frame Stucco Roof Structure Gable or Hip Roof Cover Min Roof(Corr. or Sh M) Interior Wall 1 Drywall Interior Wall 2 None Flooring 1 Pine or Soft Wood Flooring 2 None Fuel Electric Heat Forced Air - Ducted A/C Central Baths 1.0 Line��1 Descr Sq. Feet Repl. Cost New I 1 U BAS I 1,620 $62,419 I 2 II Q I 216 $2,081 I 3 I VQP I 60 $347 I 4 I I 80 $1,541 USA 230 $2,659 I 6 II Q 180 $2,081 Extra Features (Card: 001 of 001) I Line D escriptio n Year Units Value 1 FIRE PL 1973 1 $267 I 2 DWA II 2000 II 400 0 $351 Sales History I Previous Owner I SWINGLE -GOVER MICHELLE L & I Year Month Book /Page Type Amount 2005 09 6590 / 0125 WD $165,0 2003 04 5309/0221 2 $0 i http: // appraiser. pascogov. com / search /parcel.aspx ?sec= 14 &twn= 26 &rng=21 &sbb= 0010 &b... 10/5/2010 \-=` w. k. 1z C \./7 4-1 u..M UCx (,lobo k.... ' - - ■3.4, t—t 3C-V E,43 7-- M ;i T Window and Patio Door Contract NI 1N , Showroom Locations: Ill Q -� Baton Rouge (Corporate) 8405 Airline Hwy. Baton Rouge , LA 70815 "Simply the Best for Less" t!' New Orleans 8814 Veteran's Blvd. Metairie, LA 70003 Lafayette 114 -A Arnould Blvd., Lafayette, LA 70506 1.866.WI (86 -94 -3 9 Houston 5978 South Loop East Houston, TX 77033 �� ((}} / /����QQ /( Tampa 5910 -B Brec Pkwy. Tampa, FL 33610 Name \ G�p 3 t (5.- E -mail: +ieaaee Phone � /�Y/3)3/�3 �Y.3 /� Address tk t � CXJ . G S+-, e,,t,( Weflc -phone /2 // /393 City pl,.ei02.. k-,; \(,% State E\ ZIP 3354 L Cell Phone Windows Options Double Hung 1 k Half Screen $10 1 Q Series # Model # Full Screen $22 V u 2000 DH Mech/Weld 0401 $200 \ Double Locks (> 30" wide) $5 1 6000 DH Weld/Weld 0501 $225 Argon Gas $17 ''ti (For oversized windows) Foam Insulation Wrap $10 1i t 1 4000 DH Weld/Weld 0201 $200 3 f)t) Thermally Enhanced Frame $25 (Premium Grade) Beige Color $32 Other Styles Wood Grain - Inside Surface $90 Picture Window $329 Solarzone Low -E Glass $45 2 Lite Slider $329 Solarzone Elite Low -E Glass $55 `. 6 3 Lite Slider $520 \ l k .. Hurricane Rated Glass $21 il,W Casement / Awning $289 Tempered Glass Sq Ft. $7 /Sq.ft Series 6000 Upcharge - Add $25 Obscure Glass $30 Special Shape w /Operating Sash $559 Lifetime Glass Break Warranty $15 Specialty Window Oriel Style (40/60 or 60/40) $26 \ Colonial / Contoured Grids $37 $ Grooved Glass Grids $7 /Sq.ft $ v 1 Value Plus Pack -VP p $ `b l $ PRE 1978 BUILT HOMES (Federal Lead Containment Law) $ $43 Per Window - - $200 My mum GARo St. Jude Children's Research My Home Was Built In The Year Initials: x 4.5 Hos Hospital Contibution: I Am Choosing The OPT -OUT Provision. Initials: Additional Labor Charges Remove Storm Window $10 Vinyl Rolling Door 6' 6106 $950 Remove Aluminum Window $30 ZN Vinyl Rolling Door 8' 6108 $1,195 Remove Steel Window $50 Vinyl Rolling Door 9' 6109 $1,425 Remove Aluminum In Stucco $90 Vinyl Rolling Door 12' 6112 $2,029 Remove Steel In Stucco $110 Solarzone Low -E & Argon - Patio Door $75 ` Structural Mull $90 V.0 Solarzone Elite Low -E / Solarzone 2 $105 Custom Jamb /Sill Cutback $80 Grids - Patio Door $50 Install Exterior Capping $125 $ Install Custom Int/Ext Trim $40 The buyer is responsible for the removal and re- installation of any existing security Repair Sill OR Jamb $15 /Lin Ft system, burglar bars, or A/C units and for removing all window coverings and /or Install Mullion for multi -unit $30 obstructions prior to installation. Additional charges for removing items are at the 2nd Story Charge $10 following rates: Shutters -$50 pair; NC Unit -$50; Curtains /Blinds- $25/Win Bay Window Finish & Trim $300 Furniture -$10 /Item. INIT: At S $ You the buyer may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. Notice of cancellation must be in writing postmarked no later than midnight of the following third business day. THIS IS A CUSTOM ORDER NOT FOR RESALE! ' Window World agrees to install windows and doors as noted above and on the attached order form and to perform other services as specified above and below for the price quoted on this form. No other promises, expressed or implied, are made except those expressed in writing on this agreement. ' In the event that Window World seeks legal counsel to enforce obligations under this contract, Customer agrees to pay reasonable attorneys fees and costs. No extra work if not in writing! Customer Agrees to the terms of payment as follgwn �oi�e rS .d % lC (o Total List Price $ kOF It & Set -up Fee $ 100 $ \� �`� Q1� # of Mitigated Windows: Total Mitigation Price $ I ` r ) ( � p .Oe' • Windstorm Area Fee (TX Only) $ 200 $ Sales Tax (MS Only - 7 %) $ ■ /��I $ AZ.-- Permit + $119 Acquisition Fee $ ` 6 Total Amount $ CK # Custom Order Deposit 50% $ 3 3 L. Balance Paid to Installer upon Completion $ 3 Z_ Approv. # Amt Financed $ ro p VISA EX `M /C DISC # E p. Date Sec. Code 4, ( v.4 . C III i mp. # Imator Date / JG c ��) ner D e Window World of Baton Rouge, LLC d /b'a Window World. World of Windows White Copy - Original Yellow Copy - File Pink Copy - Customer Orange Copy - Estimator 0 e Date Z • Notice of Commencement I (VIII VIII VIII VIII Ilill VIII VIII VIII VIII VIII IIII IIII Permit No. 2010137200 Property Identification No. 14 -26 -21 -0010 -03400 -0010 Rcpt :1327588 Rec: 10.00 DS: 0.00 IT: 0.00 THE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property, and in 09/24/10 L. Sagastume, Dpty Clerk section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1. Description of property (legal descripfion:) MOORES FIRST ADDITION PB 1 PG 57 LOTS 1 & 2 BLOCK 34 a.) Street Address: 4803 6TH St. Zepherhills, FL 33542 2. General description of improvements: Replacement Window Installation. PAULA S . 0' NEIL , Ph . D . p SCO CLERK & COMPTROLLER 09/24/10 1 of 0R BK 8426 PG 1534 3. Owner Information a.) Name and Address Richrad Shanks 4803 6TH St. Zepherhills FL 33542 b.) Name and address of fee simple title holder (if other than owner) c.) Interest in property Owner 4. Contractor Information a.) Name and address William Blaine Underwood 591043-Breckenridge Parkway Tampa, FL 33610 b.) Telephone No.: (866) 946 -3189 Fax No. (opt) 5. Surety Information a.) Name and address: b.) Amount of Bond: c.) Telephone No. Fax No. (opt) 6. Lender a.) Name and Address Phone No. 7. identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a.) Name and address: b.) Telephone No: Fax l' o.(opt): 8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a.) Name and Address b.) Telephone No. Fax No. (opt.) 9. Expiration date of Notice of Commencement ( the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION713.13, FLORIDA STATUTES, AND CAN RESULT DSF 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMEI STATE OF FLORIDA COUNTY OF , / , �/ Pasco X 1 L� i/C52/ 1 74 Signs e of Owner or Owner's Authorized Officer /Director/Partner / Manager ichrad Shanks.. Print Name `/ /� j� (/�,. The foregoing instrument was acknowledged before me this 8 day of September 202010 by \`��� - " / s as (Type of authority, e.g. officer, trustee, attorney In fact) for ( liorne of party on behalf of whom ' L. a5 - - ted / Personally Known ) Or Produced Identification 4 Notary Signature 0/ 4'1 i r Type of Identification Produced Name (print) aj r° 4( (co 1 9 verification pursuant to Section 92.525, Florida Statues. Under penalties of perjury, I declare the I have read the foregoing and that the RICHARD ALFRED BAUGHN facts stated in it are true to the best of my knowledge and belief. Notary Public, State of Florida My Comm. Expires Mar. 22, 2014 No. DD973388 FORMSMOC,rvsd2007 X `� /j Si a of Nafurai Person Signin° Above THIS IS, TO CERTIFY - FHAT ni TRUE AND CORRECT COPY OF THE ON F;'„:: 0 PUBLIC RECORD IN THIS OFFICE ;,:q ivy 0 OFFICIAL SEAL THIS JL\ Or, t :‘_7; (.:EL COIVIPTROI, ! FP. - 201 Plan Review Windows & Doors 1) Need manufacturing installation specifications. 2) Must meet sections R308 and R612 of the 2007 F.B.C. 3) If windows are to be installed inside the historical district, they will need to be approved by the historical committee. 4) No other work shall be permitted (framing, plumbing, and mechanical) unless otherwise specified. 5) This is for replacement (glass for glass) only. If you wish to change from screen or vinyl windows to glass, then additional information is required. R w CD _ r 43 \ ‘,‘ \ ' , ' ; C :D so. • 0 R - o' - .,$) % % .,,, It— . .. N a o m % I O 7 0 I F C:), 4:C m ''' ! .itIIIIIIIIIIINIJH A __ // ONO 1 . :, 16, IN II O 2 m © © © © © ©OO ©DODO ©x 2 CD FF n t ,...„.. N O N ' 1 \ V ittl lv l' i :". m o M MIIMMN 1 - M - ... m NIOhIlIN IL N ,,,,, III m n 3 c- '' 9, cd !Ii, uI . "� O O um W° a T. 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L 1 -n 1 1 1 i 51 3 m t > i = P:i 5 i I j 1 1111 N i I .i • ,1 ni-', CP-- )::. m -0 1 1 1 III C40 N \ (.04 1_ ..., [ lug c a (‘) N cz , 1 l I Florida Building Code Online (i r Page 1 of 3 • �� .S, ,E'' .„ i ''1 f v Y � 1� 3� + M ..., �- ` a�m�s ' « . :..° y „ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search > Product Approval p USER: Public User Community ' k Affairs � � Product ,Approval Menu > ProO,ct. or A pplic i ) Searc'• > App cation Lis; > Application Detail f i FL # FL8134 -R5 .0`4* " Application Type Revision y ; Code Version 2007 • �� 3 gp Application Status Approved Comments 0 _ Archived • Product Manufacturer Alside Window Company Address /Phone /Email 3773 State Road Cuyahoga Falls, OH 44223 c r r ifs (330) 922 -2108 .,, Vri- /O rickw @rwbIdgconsultants.cort " (l•� •—t0 l Authorized Signature Marsh Fernbaugh4 ' S / x rickw @rwbldgconsultants.com t7 Technical Representative Marsh Fernbaugh Address /Phone /Email 3773 State Road Cuyahoga Falls, OH 44281 mfernbaugh @alside.com 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 Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan J. King, P.E. • Validation Checklist - Hardcopy Received Certificate of Independence FL8134 R5 COI Certificate of Independencep_df Referenced Standard and Year (of Standard) Standard Year 101 /I.S.2 1997 AAMA /W DMA /CSA101 /I.S.2 /A440 2005 Equivalence of Product Standards Certified By Sections from the Code http: / /www.floridabuilding .org/pr /pr_app_dtl.aspx ?param= wGEVXQwtDqul jdteSXaTw %... 8/26/2010 Florida Building Code Online Page 2 of 3 --- 4.4.--- f ------> • Product Approval Method Method 1 Option D Date Submitted 03/19/2010 Date Validated 04/12/2010 Date Pending FBC Approval 05/03/2010 Date Approved 06/08/2010 Date Revised 07/15/2010 Summary of Products FL # Model, Number or Name Description I 8134.1 a. Model 0201 Extruded Vinyl Double Hung Window "Non- Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL8134 R5 II INST 8134.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Create by Independent Third Party: Yes Design Pressure: N/A Evalua Reports Other: See INST 8134.1 for Design Pressure Rating FL8134 R5 AE Eval 8134.1.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 8134.2 b. Model 0301 Extruded Vinyl Double Hung Window with Nail Fin - "Non- Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL8134 R5 II INST 8134.2.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 8134.2 for Design Pressure Ratings, FL8134 R5 AE Eval 8134.2.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 8134.3 Ic. Model 0401 • Extruded Vinyl Double Hung Window - "Non- Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL8134R5IIINST 8134.3.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 8134.3 for Design Pressure Ratings, FL8134 R5 AE Eval 8134.3.0f • any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. • 8134.4 d. Model 0501 Extruded Vinyl Double Hung Window - "Non- Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL8134 R5 II INST 8134.4�df 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 8134.4 for Design Pressure Ratings, FL8134 R5 AE Eval 8134.4.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes i and product particulars. 8134.5 e. Model 0601 Extruded Vinyl Double Hung Window - "Non- Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL8134 R5 II INST 8134.5.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 8134.5 for Design Pressure Ratings, FL8134 R5 AE Eval 8134.5.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 18134.6 f. Model 8001 Extruded Vinyl Double Hung Window - "Non- Impact" 1. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8134 R5 II INST 8134.6.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 8134.6 for Design Pressure Ratings, FL8134 R5 AE Eval 8134.6.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. http: / /www.floridabuilding .org/pr /prapp_dtl.aspx ?param= wGEVXQ 1 jdteSXaTw %... 8/26/2010 Florida Building Code Online Page 3 of 3 i 8134.7 g. Model 9001 Extruded Vinyl Double Hung Window - "Non- Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL8134R5_I.I_INST 8.134.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other: See INST 8134.7 for Design Pressure Ratings, FL8134 R5 AE Eval 8134.7 pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 8134.8 h. Model "i" -201 Extruded Vinyl "Tilt" Double Hung Window - "Non - Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL8134 R5 II INST 8134.8.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 8134.8 for Design Pressure Ratings, FL8134 R5 AE Eval 8134.8.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 8134.9 i. Model V101 Extruded Vinyl Double Hung Window with Nail Fin - "Non- Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL8134 R5_II_INST 8134.9.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 8134.9 for Design Pressure Ratings, FL8134 R5.__AEEva! 8134.9.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 18134.10 j. Model V121 Extruded Vinyl Twin Double Hung Window with Integral Mullion and Nail Fin - "Non- Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL8134 R5 II INST 8134.10.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 8134.10 for Design Pressure Ratings, FL8134 R5 AE EVAI_8134.10_pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. Back 1 I Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy. Statement Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: I!a k I El til.curllx .!: 11: is (215 ',Phi,'. http://www.floridabuilding.org/pr/pr_app dth aspx ?param= wGEVXQwtDqu 1 jdteSXaTw %... 8/26/2010 R• prrge,tp..ya -r Pnldnngp ry 1701 1111111p/ 17711p QW DraWn∎jcW1 - 8114 \PI.R174 nre 17,.,0 P1 -And 1 to W A 1v L” L v N T k N O O = ' 'p (D 3 O < O H (° m 3 Q o o A „ li gn N H H � (a O V (D a' n Z O N c 0- = ti D Q _ o ° '^ G= a 3 c B • (7 f O O a w ril v g o . ma- y u, Q 'c c0 9 Q g =• c 6 3 c o rn In 6' ( 0 0 ° N ° = O 7 O -< � o N IM $ m � �' o ao 1 o0 �� Pin V $ CD ° CD i a, m o a f a H a go o a y Q CD o Z O Q 6 a > � " m �p ° 0 C n `.. o ° A o o a o° a y t.,.... n v I y ° =. m x N `°� • � a 0 > �- a N D 0 =. O (`D Z .( x a n N W N d O S v _ Cr . n W S O n i—,' = 0 S m c n 3. . 1 m 0 - - o n a �` o ' o a 0 m n o co c • c o Z o (0 w A lit (4 a p p .0. p A a. c x 11 % x )4 Z A , 0. 0. V V V N O O V N 9, 0 n, 1. 8 8 8 8 $ Z 78.00" MAX. O. A. co FRAME HEIGHT O B y e 09 O N w 01 "1 N 9 0 O % % X X N Q..r. A : ; p p P p n to W A 'a W 0 0 o b c ^ 0 -I N 41 N IA y, S o T P p i ,II 7D P P N N N O C�.L N N N N N ' D _ f X Op D 0 0 0 0 0 ^� ..0 _. \ 0' A. o o a t O O O O O m ib z t 0, 0, O O s m >a X C Zs g g PRODUCT: Documents Prepared By: �p BUILDING CONSULTAN, INC. y I@ Z DOUBLE HUNG WINDOW ,/LP.o Bo>< z30 vaidce TS FL. 33593 Phone No.: 813.039.9197 R w .. r -i UI 2 93/18/10 ANCHOR CORRECTION JK PART OR ASSEMBLY: Florida Board of Professional Engineers It" ? N cn o 1 8120/09 ANCHOR CLARIFICATION MN Certificate Of Authorization No. 9813 m NO. DATE BY TYPICAL ELEVATION, DESIGN REVISIONS PRESSURES & GENERAL NOTE L S. -- -�G Lyndon F. Schmidt, P.E. N. 43409 12009 R . BUILOINU CONSULTANTS INC. R.. . argprtciy_nl.rr r..I.a.slprnWja1- 11(1nV 1T71V1 9war nraadnricl,F1 -a134SF1 .14114 rifle din '71 ©D - ! r I sio ©D ° � , � __- \\ b • ° 4O . -- . 7 � z > - 40 n w ES Rd m C1 0 0 1O i._1 Z D z n z z T D O 0 ' =Iomj ap_D O Z f etus xmx a s K � 2t0 a '04- 0H .. m a- 01TI `3. 0 zz Q go o y r„ om = Z o a o O Fo.° m o o < — - , p� 7 N 9• p e m a0 5 4 ,, % O N c „or , 4 -s- _ ci) c) , KW, .... _dig.... ....:,...„ z NM 1■11115 illi� 0 \ = \ \ CID ©D t-..711 o m m RoT Q Pa itri N i x 4 / � Z r ! 1 s N ° o ". � � - Om A Z m II Om o f n ly W rn O m 0 1 ° z 0 - I.�' VI I � J J / 0 ,. t0 T � f IJ�"� � �I� �'�/ - ICn__r' O �. w _,............„ Z \ J J 'r` O m N �n .p D x Z D S p m • O m � 7, e p z N S R • PRODUCT: Documents Prepared By: • r (} / B UILDING CONSULTANTS. INC. IN i C T — DOUBLE HUNG WINDOW JLP.O. Boa 230 Valrica FL. 33595 _b 6 Z N .: Phone No 813.559.9197 * c4 r l y VI 2 03/18/10 ANCHOR CORRECTION JK PART OR ASSEMBLY: Florida Board or Professional Engineers a I in p 1 8/20/04 ANCHOR CLARIFICATION RW Certificate Or , ,AUtnori:ation No. 9813 N co NO. DATE BY HORIZONTAL CROSS SECTIONS , ,i'_ c,'/_� /G REVISIONS le GLAZING DETAILS Lyndon F. Schmidt. P.E. No. 43409 . 0 2009 B. w. Bu1LO!NC CONSULTANTS INC. R• A - o«ja 1.19„a„n FrWiar,D4 17nl -1111nl 1,7an MAN, 0ra...ing I - 11114 \I -R114 rinr nwg 11 fe+1 --- A a. y a n - ❑ 1 /4" MAX. f cn A SHIM SPACE � n Y Q =n ° ff^n 1__ . A / g ' 1 Ir K tr, mior 1 Z * 2± � 0 o b ° 0; ©© 6 c 7Y < S ° ° U ,...., n 40 1 N I .,„ 0 MOW o �'0�� • \. o b � b Q o ' D / ' 1/4 "MAX. ' SHIM SPACE 1/4" MAX. �{ I ° i A ° o o +• O SHIM SPACE i o- -� .‹ \ ® (D C) iljonw n rn , / \ n \ / \\ e y 1 / f T I !ji n - . . . I ' CI 'OW -11Wig 111 . 0 ' 0 fn m ! �\ � \ , / � / — ro / ,. ■ O 1 -1/4" MIN. EMB. a • 0 _ PRODUCT: Documents Prepared By: NW:(.:). ILDING CONSULTANTS, INC. 1L•' I J — DOUBLE HUNG WINDOW Box 230 Volnoo FL 33595 Oo 2 Phone No.: 513.659.9197 D cN .. 2 03118/10 ANCHOR CORRECTION JK PART OR ASSEMBLY: Florida Board of Professional Engineers I .^ r- y !n p 1 80/09 ANCHOR CLARIFICATION RW Certificate Of Authorization No. 9813 m NO DATE 1 BY VERTICAL CROSS SECTIONS - ,` d z REVISIONS Lyndon F. Schmidt, P.E. No. 43409 C, 2009 R.W. Bu,Longo CONSULTANTS INC. • ■ R' \d - Prnja Fnlncrt1Prnj 1]n1,1il1ntpf 1771111 QWPf rlr.winryclFl - a114`F1 .4114 tin( d 4 1 • W N - N n o n' n -0� x y 0 _ n o Qo m 0 o7 -� z zz c r n. . co _ . N c x Z z7 0 O M0 � 0 < 0 Q m m° z 9 Cc 0 0 0 D . �. A a ^ TI b a xe O 2 _ n m m ' c m ^ • F6 = �p ? • m 3330 z 3 °. 33 0 __m ;Z cti O0 T ok 3oag a a rn C 0 Q < Z n c Q 3 S Q � c 4" -- "'1 — 4° —.--1 I� �Oa� Q 3 0' FE-) --1 m o 3 ,� o ➢ 0 o n 3k S 6-; > 4 '' z no ° 33Q c 1 m z n c S m oz m 3 ? a ' Mn a m 3 tp x T T d o o p n a (r, a 2 = 03 o Q, a i :. . n 1. � � _ / Z A J \ Z n O N CI zz / r , ` A. Ca — r Fe 3 o a f • D h a. 3 2 D p p 2. 0 N R N m " ,� p o . a ' >,0 3 6 0o „ a 0 m m 2 6 3 D 7, n j 7, A m 1 m o K m m D . m Z 0 -� . • r - 9 y � \ c / 1 11 a' • a 2 T A sA • • z I 11 11 1 n 6 3" 3 „�3 3..T if 6' v x w 6E) PRODUCT: Documents Prepared By: 9 r g � BUIL CONSULTANTS, INC. I{ o DOUB HUNG WINDOW ,/l,WPA:, Bo. 230 Valnco FL. 33595 z N Phone No.: 813.559 9197 ° c,l .. r- -1 N 2 051'18/10 ANCHOR CORRECTION JK PART OR ASSEMBLY: Florida Board of Professional Engineer. ? r- CO 0 1 820/09 ANCHOR CLARIFICATION M RW Certificate Of Authorization No. 9813 • U NO, DATE BY BUCK & FRAME ANCHORIN REVISIONS Lyndon . Schur dt, P.No 43409 t” 2009 R . BU!.o:rvc CONSULTANTS INC R• A - Drnr-tc1Prnlart FnIAorc \cmj17f71- 11f1alp[11711r1 DWP Drv,dn0cul.nf 74 VI -A114 ODIC rIn S t Z T M I G n m D N P U P 1r 4.(. N— -0 co V .... 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F - 3.06" --- { x M F Y PRODUCT: Documents Prepared By TI n n BUILDING CONSULT6NTS, INC. I N W O Z \ DOUBLE HUNG WINDOW JL UI/ P.O. Box 230 Valrico FL. 33595 V Phone No.: 813.659.9197 $ A .. \ 2 03/1 ANCHOR CORRECTION JK PART OR ASSEMBLY: Florida Board of Professional Engineer. i 8/20/09 ANCHOR CLARIFICATION RW I OD , N0. DATE BY BILL OF MATERIALS ce tBieote /( nutno tiara No. 9813 & COMPONENTS i ,-.4.- " , ' ,., REVISIONS Lyndon F. Schmidt, P.E. No. 43409 E. 2009 9 . W. BUILDING GDNS.. TANTn INC. Florida Building Code Online O PP 2 Page 1 of 4 BCIS Home Log In User � � � � � a . ti`ems %+ t f ink 3_ter. h .> I I 9 Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search ,, ....,'', , , ', II,0"p: ' ,. :0 , Product Approval I x USER: Public User 3 p C ommunity ;!:, E i Affairs Product Approval Menu > Product. or ApplicatJor Sean' > App, cat 0» US > Application Detail FL # FL10991 -R3 Application Type Revision Code Version .. .: 2007 Application Status Approved Comments Archived • Product Manufacturer Alside Window Company Address /Phone /Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 rickw @rwbldgconsultants.com Authorized Signature i C i i Vivian Wright V LATE E T /0 rickw @rwbldgconsultants.com CIT'/ EPH OF L lO Y Technical Representative PLANS - i � �fLLS Address /Phone /Email �'�' +��E� _`�_���-____ Quality Assurance Representative Address /Phone /Email Category Windows Subcategory Horizontal Slider 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 Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan J. King, P.E. II Validation Checklist - Hardcopy Received Certificate of Independence FL10991 R3 COI Certificate of Independence.pdf Referenced Standard and Year (of Standard) Standard Year AAMA /WDMA /CSA101 /I.S.2 /A440 2005 Equivalence of Product Standards Certified By Sections from the Code http: / /floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgvihT9G9wJ1k3ciG %2... 3/22/2010 F1.o:ida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 12/29/2009 Date Validated 01/04/2010 Date Pending FBC Approval 01/06/2010 Date Approved 02/02/2010 Summary of Products FL # Model, Number or Name Description 10991.1 a. Model 02A2 Extruded PVC Horizontal Sliding Window - (XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R3 II INST 10991,?,.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 10991.1 for Design Pressure Ratings, FL10991 R3 AE Eval 10991. t.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 10991.2 b. Model 02A3 Extruded PVC Horizontal Sliding Window - (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10.991 R3 II INST 10991_2,pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt', P.E. 43409 Impact Resistant: No Created by Independent Third 'arty: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10991.2 for Design Pressure Ratings, FL10991R3__AEEval 10991.2.pdf any additional use limitations, installation instructions Created by Independent Third ?arty: Yes and product particulars. 10991.3 c. Model 0102 Extruded PVC Horizontal Sliding Window with Nailing Fin - (XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R3 II INST 10991.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third F.arty: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10991.3 for Design Pressure Ratings, FL10991 R3 AE Eval1.0991.3_.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 10991.4 d. Model 0103 Extruded PVC Horizontal Sliding Window with Nailing Fin - (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R3 II INST 10991.40f 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 10991.4 for Design Pressure Ratings, FL10991 R3 AE Eval 10991.4.pdf • any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 10991.5 e. Model 0202 Extruded PVC Horizontal Sliding Window - (XX Configuration) I Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R3 II INST 10991.5.pdf • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 ■ Impact Resistant: No Created by Independent Third Pa rty: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10991.5 for Design Pressure Ratings, FL10991 _R_3 AE Eval 10991.S pjf any additional use limitations, installation instructions Created by Independent Third Pa Yes and product particulars. 10991.6 f. Model 0203 Extruded PVC Horizontal Sliding Window - (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R3 II INST10991.6.pdt 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 10991.6 for Design Pressure Ratings, FL10991 R3 AE Evai10991.6.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. http :// floridabuilding .org/pr /pr_app_dtl.aspx ?param= wGEVXQwtDgvihT9G9wJlk3 ciG %2... 3/22/2010 Florida Building Code Online Page 3 of 4 10991.7 9. Model 0402 Extruded PVC Horizontal Sliding Window - (XX Configuration) Limits of Use Installation Instructions • Approved for use in HVHZ: No FL10991 R3 II INST 10991..7.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 10991.7 for Design Pressure Ratings, FL10991 R3 AE Eval 10991.7.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes . and product particulars. 10991.8 h. Model 0403 Extruded PVC Horizontal Sliding Window - (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R3 II INST10991.8.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 10991.8 for Design Pressure Ratings, FL10991_R3._AE Eval 10991.8..pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 10991.9 i. Model 0502 Extruded PVC Horizontal Sliding Window - (XX Configuration) Limits of Use Installation Instructions • Approved for use in HVHZ: No FL10991 R3 II INST10991.9.p_df 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 10991.9 for Design Pressure Ratings, FL10991 R3 AE Eval10991.9.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 10991.10 j. Model 0503 Extruded PVC Horizontal Sliding Window - (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R3 II INST 10991.10.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 10991.10 for Design Pressure Ratings, FL10991 R3 AE Eval10991,10.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 10991.11 k. Model 0602 Extruded PVC Horizontal Sliding Window - (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R3 II INST10991,11,,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 10991.11 for Design Pressure Ratings, FL10991 R3 AE Eval 10991.11.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. • 10991.12 I. Model 0603 Extruded PVC Horizontal Sliding Window - (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R3 II INST 10991.12.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 10991.12 for Design Pressure Ratings, FL10991 R3 Eval 10991.12.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. : 10991.13 m. Model 0702 Extruded PVC Horizontal Sliding Window - (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R3 II INST1O991.13,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 10991.13 for Design Pressure Ratings, FL10991 R3 AE Eval 10991.13,0f any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 10991.14 n. Model 0703 Extruded PVC Horizontal Sliding Window - (XOX Configuration) http :// floridabuilding .org /pr /pr_app_dtl.aspx ?param= wGEVXQwtDgvihT9G9wJ1k3 ciG %2... 3/22/2010 Florida Building Code Online Page 4 of 4 Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R3 II INST 10991,14.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 10991.14 for Design Pressure Ratings, FL10991 R3 AE Eval 10991.14.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 10991.15 o. Model 3102 Extruded PVC Horizontal Sliding Window with Nailing Fin - (XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991R3II INST 10991.15.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 10991.15 for Design Pressure Ratings, FL10991 R3 AE Eval 10991.15,pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 10991.16 p. Model 3102 Extruded PVC Horizontal Sliding Window (XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R3 II INST 10991 16,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 10991.16 for Design Pressure Ratings, FL10991_R3 AE Eval10991,16.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 110991.17 q. Model V102 Extruded PVC Horizontal Sliding Window with Nailing Fin - (XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991_R3_II INST 10991.17.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 10991.17 for Design Pressure Ratings, FL10991 R3 AE Eval 10991.17.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 1 10991.18 r. Model V202 Extruded PVC Horizontal Sliding Window with Nailing Fin - (XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R3 II INST 10991.18,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 10991.18 for Design Pressure Ratings, FL10991 R3 AE Eval 10991.18.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. r Back j I Next. Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shuma,-d Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privay Statement I Copyright Statement 1 Accessibility_Statement 1 PI_uon Software 1 Customer Service ury � _ @y I Contact Us Product Approval Accepts: I Ie :r.t1 http : / /floridabuilding.org /pr /pr_ app_ dtl. aspx ?param= wGEVXQwtDgvihT9G9wJlk3 ciG %2... 3/22/2010 • R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL-10991.5 R3 Date: December 17, 2009 Product Category Sub Category Manufacturer Product Name Alside Window Company Model 0202 Window 3773 State Road Horizontal Slider Horizontal Slider Cuyahoga Falls, OH 44223 "Non- Impact" Phone 330.922.2108 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Alside Window Company, based on Rule Chapter No. 9B- 72.070, Method 1A of the State of Florida Product Approval, Dept. of Community Affairs - Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone ". 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 ,i sed in areas requiring wind borne debris protection, this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. 4. For through the frame anchoring in 2x stud 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 drawing FL- 10991.5 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL- 10991.5 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by ATI 63479.02- 501 -47 AAMA/WDMA/CSA 101/I.S.2/A440 -05 Architectural Testing, Inc. Michael L. Mackereth ATI 80747.02- 501 -47 AAMA/WDMA/CSA 101/I.S.2/A440 -05 Architectural Testing, Inc. Lynn George 2. Drawing No. Prepared by Signed & Sealed by No. FL 10991.5 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed bV Product Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. Buck Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by Architectural Testing, Inc., certifying that Alside Window Company is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53 Lyndon F. Schmidt, P.E. FL PE No. 43409 December 17, 2009 PF 1393 Sheet 1 of 1 604f4 'oN '3'd YPIw4o5 'd uopu.(1 - _vi sivv.1n sv[]O ovi0l ne 'M 'b BODZ 0. �o S31ON 7VV13N30' S3N/1SS3dd SNOISI/�321 / �-' /� N01S30 'NOIlVit373 7t/01611 J,9 31V0 "ON m to fL96 'oN o1L ,: oLIy O .1..L91-L.0 O (n v1 .88.893 9: io p.oee ....LA :A18 3SSY 80 ThYd N. N \ Z 0 0 bd L6 L6'629'2 La :'bN ru q/I 262f IA oPNlo6 OVZ x.B ' Odl` X ^ I DNI 'SlNV1l/15NO3 ONIO1119 U H3017S 7VINOZINOH to 0 I • Po.odaud 8184948.80 .1.0(1008d , s x w L. 3 Z O O O ` I O - h O ' Y ` + + + 2 >< N � �ccuL Q F 5 X ce P a X X 4 H N i x x P. 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Product Approval Menu > P P &Irr u Sear:' > App. caton HJ > Application Detail FL # FL6362 -R4 Application Type Revision Code Version 2007 Application Status Approved Comments Archived • Product Manufacturer Alside Window Company Address /Phone /Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 rickw @rwbldgconsultants.com Authorized Signature Marsh Fernbaugh '.6 rickw @rwbidgconsuftants,com . Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email CIT ZEpHy Category Windows HILLS. Subcategory Mullions PLANS EAMI 'vl NER __LC -5 Compliance Method Evaluation Report from a Florida Registered Architect or a Licen32d Florida Professional Engineer • Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan J. King, P.E. • Validation Checklist - Hardcopy Received Certificate of Independence FL6362 R4 COI CERTof INDEPENDENCE,pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1714.5.4 1714.5.5 http : / /floridabuilding.org/pr /pr app dtl.aspx ?param= wGEVXQwtDgsk1 HgjsQdFZtSJT1 E... 5/12/2010 Florida Building Code Online Page 2 of 3 Product Approval Method Method 2 Option B Date Submitted 05/07/2009 Date Validated 05/07/2009 Date Pending FBC Approval 05/17/2009 Date Approved 06/09/2009 Summary of Products FL # Model, Number or Name Description 6362.1 a. 3100 Structural Mullion Extruded Aluminum Clipped Mullion for use on Masonry or Wood Openings utilizing the Goal Post (at head and sill) Style Mounting Bracket Limits of Use Installation Instructions • Approved for use in HVHZ: No FL6362 R4 II.._INST 6362.1.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: Mullion Design Pressure vanes according to FL6362 R4 AE EVAL 6362.1.pdf mulled window size. Refer to EVAL 6362.1 and INST Created by Independent Third Party: Yes 6362.1 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 6362.2 b. 3100 Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood Openings utilizing the Goal Post (at Sill) and the Bull Nose (at head) Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ: No FL6362 R4 II _INST6362.2.pdf i 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: Mullion Design Pressure varies according to FL6362R4AE EVAL6362.2df mulled window size. Refer to EVAL 6362.2 and INST Created by Independent Third Party: Yes 6362.2 for Mullion Design Pressure Ratings, any I additional use limitations, installation instructions and i particulars. • 6362.3 C. 3100 Structural Transom Extruded Aluminum Clipped Mullion for use on Masonry Mullion or Wood Openings utilizing the Goal Post (at head and sill) Style Mounting Bracket • Limits of Use Installation Instructions Approved for use in HVHZ: No FL6362 R4IIINST 6362.3.pdf • 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: Mullion Design Pressure varies according to FL6362R4AEEVAL 6362.3.pdf mulled window size. Refer to EVAL 6362.3 and INST Created by Independent Third Party: Yes 6362.3 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 6362.4 D. 3100 Structural Transom Extruded Aluminum Clipped Mullion for use on Wood Mullion Openings utilizing the Goal Post (at Sill) and the Bull Nose (at head) Style Mounting Brackets • Limits of Use Installation Instructions Approved for use in HVHZ: No FL6362 R4 II INST 6362.4.pdf 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: Mullion Design Pressure varies according to FL6362.,. R4 AE EVAL 6362.4.pdf mulled window size. Refer to EVAL 6362.4 and INST Created by Independent Third Party: Yes 6362.4 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 6362.5 e. "i" Series Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood and Masonry Openings utilizing the Goal Post (at Head and Sill) Style Mounting Brackets Limits of Use Installation Instructions . Approved for use in HVHZ: No FL6362 R4 II INST6362.5.kdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports http: / /floridabuilding .org/pr /pr_app_dtl.aspx ?param= wGEVXQwtDgsk1 Hgj sQdFZtSJT1E... 5/12/2010 ' Florida Building Code Online Page 3 of 3 Other: Mullion Design Pressure varies according to FL6362 R4_AE EVAL 6362.5.pdf mulled window size. Refer to EVAL 6362.5 and INST Created by Independent Third Party: Yes 6362.5 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 6362.6 f. "i" Series Structural Transom Extruded Aluminum Clipped Mullion for use on Wood and Mullion Masonry Openings utilizing the Goal Post Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ: No FL6362 R4 II INST 6362 6.pdf • 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: Mullion Design Pressure varies according to FL6362 R4 AE EVAL 6362.6.pdf mulled window size. Refer to EVAL 6362.6 and INST Created by Independent Third Party: Yes 6362.6 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 6362.7 g. "C- Class" Series Structural Clipped Steel 2.0" and 2.5" Bar Mullion for use on Wood Mullion and Masonry Openings • Limits of Use Installation Instructions Approved for use in HVHZ: No FL6362 R4 II INST6362.7.pdf 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: Mullion Design Pressure varies according to FL6362 R4 AE EVAL 6362.7.pdf mulled window size. Refer to EVAL 6362.7 and INST Created by Independent Third Party: Yes 6362.7 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. .. ........_.._ Back I Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 G 2000 -2010 The State of Florida. All rights reserved. PrlvaSySta.terrierA I CopyrighS_$_ta m tit I ACCeSS ljl ty Sta.teme I Plug -in Software I Customer Service Survey I Contact Us Product Approval Accepts: Ill �: vga http:// floridabuilding .org/pr /pr_app_dtl.aspx ?param= wGEVXQwtDgsk1 HgjsQdFZtSJT1 E... 5/12/2010 R:\A - Projects \Project Fader, \Proj 1301-1400 \PI 1309 \D. RWEC Drawings \FL -6362 REV\FL- 6362.1 REV \FL - 6362.1- t.dwg, Model c • o a, v ST SA a S. N; - c - nm -1 -0 oayo yo m� 0T- O mcxoox o r n ip c 2 2 2 n b OO r m iO ' Z AZ y 00 ZC C ° z 1 cc0 0 I ''o 27 ). o- 2 - LO ° ° rr, - N , l 1n� 7n, 0 0 r i+ W N; m 0 02-7 m Z- -<0 � °� ZC�,CO rn "1 (; (n 1/ rrrrtt C D m m- O T 021. m Z ° Z A myCAc -A O m -< ^S "A' W �(^ c�3 v zC) am0 .7 A m A 3 j .y c c Oz C m A-4 C >9S : X i 6)3 r - M O 0 0 0 cU-i 8 m Nymm V2 N (n3 vl)) 0 x . 0 r ry o o o a -7 3 R. 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A m 2.0-t D5 r I 0 0 A� U D .D.. I DA ZO A O O W. o m 0 , n W 4' Cr) U 'i z 0 ¢t C) 1 C) I Z 0 f ON ;N -0 ON - OG7 1 O 0 i cc m> X 1 • Z X u' On 330 Z� crILID 3 z - m -0 o ° o 71 0 ON m ON co Z N C N N A 0 � yG0 r r- i -0 0 N O O N O n n Z O ~ -I 0 Z C) { MULLION SPAN 1 MULLION SPAN MAX, = 76 1 MAX. = 76" • D O� O� I �r I 1 ON O N U 0), F U Z' '. 0 --i (A m nz 1 2X Cz ! x -1 � 30 zo O� 0 0) i °m m Oy nz � ON ON N1 0 ° , ON . � -I ' - ---i 0 1 I - I 1 f '+� PRODUCT: Documents Prepared By: r o m `� --- 3100 STRUCTURAL MULLION CQ � 7 �� BUILDING CONSULTAMS, INC. -. U I! P.O. Box 230 Valrico FL 33595 W 3 Phone No.: 813.859.9187 o � N M * 0 N -- 1 12/11/08 UPDATE TO 2007 FBC D. PART OR ASSEMBLY: I Florida Boord or Proteeelono( Engineers Certificate 01 Authoriz ion No. 9813 m N0. DATE BY TYPICAL ELEVATION AN D / l.g-c; REVISIONS GENERAL NOT ES Lyndon F. Schmidt, P.E. No. 09 R: \4 - Projects\Project Folders\Prnj 1301 - 1400 \PF 1309 \D. RWBC Drawings \FL -6362 RE7\FL- 6362.1 REV \FL - 6362.1 2.0wg, Model y MULLION SPAN AC) , © C MAX. = 76" O N _ D CZ -1 • 6 OO c y ON F XO Z N ON NJ 0, N + n N -ice I N A O O S ° MULLION SPAN � — g = C , 0 I N N W W W A , p St U Of Cf, fft cn C. Cff 01 g CD V J V f ` MULLION SPAN V I A A C n O N A co co N.. $i . O N 4A. T CD O N A O CL O N Of 0 rn QQ� N N N N NO N ., N N N N N NJ O N NO O O N N O O O N -+ O 00 co A N CD O O O O O O O O O O O pO pO O pO p p O p p p pO f� 02 S O S O O O O O O O O S S O O O O S S O O O CT CN 0, W N N N N N N N N N N N NJ N N N N N N N - O O O co 0 O O O O o O O O O O O O O O O O O O O A W A Sn 07 • • O • O 0 0 0 0 0 0 0 0 O O O 'J CP CJ ;-.'o m - 0 0 0 0 0 O O O O O o O O co O O o O co o O CD O N N N N N N N N N N N N N N N N N N �f N pp W C W A V Y O co co co co co co O co O O O O O O O O O O Cb ^, 0 0 0 0 0 0 O O O G O O O O Or O O W t", - 4 1 „ ES - O O O O O O O O O O O O O O O O O O CO 0 0 0 0 0 0 0 0 0 0 0 o CD o o 0 0 o a ' w • o A• 4,, W O O O O O O O O O O Or O O O o 0 O 0 A N ,t r p Q, f'' W W, = ...16 O O O O O O O O CD O O O O O O O A W d N N N N N N N N N N N! N N N N N N N co a m zj v a W j S. 0 0 0 0 CS 0 0 0 0 0 co o 0 0 0 0 0 O co Co 0 0 0 l i N -+ 2 0 0 0 G o o : '' rO ," -` w • v °= _ _ O 0 0 O o 0 0 0 0 0 0 O O: 0 0 0 0 0 0 0 Lo 0 0 0 C. O 1 O> N O CD J L c 0 00 2 Av0 n A ✓I < - 1 1 . mZA s mi., '1 0 O 1 y y 0 A N N N N N N N N Na N N N N N N N N -+ O CO CO -J -.4 D7 v' A - 0 CO A 2 - , A 2 C r O O O O O O O O O O o O 0 O 0 0 0 CT W W A v O A ao CO .. ' y A ", !- 2 2 0 0 0 0 0 0 O. 0 Co 0 0 0 0 Co O Cr, Co N O m A G ,,,o D 2 A �1 A ft CD 0 0 0 0 0 0 0 0 0 0 0 0 o S o ' CO Cn .y 1"• n c' r� `Li , 1 , D ▪ y -� 9 � y r*, 2 1-1 - a rn C rn 0 . -, y = nO O n � j ,- , , , 0 0 0 0 0 0 0 0 0 0 0 0 c-' 0 0 0 0 0 ©• ' • • • A g D rn Cr - rr, r z ^E 0 S S S S S °° S S S S S S S S S S S C Co j c - � s • -J w A o = G7 c a c0 o,ri -0 2 • C r _ m y D s 2 D = N N N NJ N N N N N N N —+ N N O o co „ p A m C.> c A n N = r pZyn � y� L7 '� G o 0 0 0 0 0 01,0 0 0 0 0 0 0 0 m cn m S O C7 - 0 0 0 0 0 0' 0 0 0 0 0 0 o CO N , (0 - -, o 0, w it - Its X O e. rn D =1- A 0 0 0 0 0 0 0 0,,0 0 0 0 0 0 0 0 c> v --t D -ID) V) r'n C _._ ___.__ � _ CD co Z O 5 r- ? �-- O O O G O O O O O O O o 0 0 o O N CO A O7 W .,a CD V7 AO ? rn • 2 IO O O O 0 G 0 0 0 0 0 G G U 0 O O .0 O G 0 0 0 O G m C� o -t, A r rr, R y ,-< D CB y i C 0 0 O G O A- CT rri 0211* i tn= v - - tJr - coo., 2 . 0 2 / G� z O T _C f+ N N N N N N N N N N N N ry 3 o O O (� A A v Z C . -{ m rn O O O O O O O O O O 0 CD O CS ._ . . . . .— . -- N 0 , `. CD 2 O O o 0 0 0 0 0 0 0 0 0 0 0 0 --+ O g O W C: N A O r- u) Z h C 0 - 2. G o G O O G O o 0 0 0 0 0 0 CO W `� 4 ' ^' °' `D ,':.j o y 0 y - 0 A X,_L Z= Z C 0 D1 ---1' 0 S -• N N N N N N O N N N N N N -+ CCD V, A Q] C N ! V N �l O m 0 D_ (/, f• 0 01 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 -c 2 m Z �= 0 ° o ° o ° o 0 0 ° o 0 ° 0 0 0 ° o o ° o S S a w (00 0 m ° Co Co A �' 0 --.I Z rh z Z ,�„ rn N N N N N N N N N N N N N N -+ O co _. I N a, ,, OD y Ti O O co O O O O co o co 0 0 0 0 0 0, ' • i . O . co O co � O G • OOA, - AC CO O O O co O O O O o O O O O O N 6 :: . 4,I N A Cr C A rn A _ • O n O O O O O O O O O O O O O O OJ CO A AC -0 :5-7 �� Z. O Z y > V -I A CD 00:11 2 CO Co Co .--i Cn 0 Cs+ C; a .A C.> A `f y O - N O O 00 N N N N N N N N N -+ O Do N„ - p. Q , C p N O V W r7, 52 = 0 0 000000 C. w, 0 0 0 0 0 0 Co Co 0 Co 0 0 0 0 CO A N CO O A O N O> 0, N CT = Qf N D) CTT) (b O CT O -� w F i' ° P >° PRODUCT: Documents Prepared By: ' 3100 ST RUCTU RAL MULLION m z m ^ �� ---- ��--- �- ���� -����- - - -- 1 BUILDING CONu ^ ULTANiS, INC. w ,\, l N U P. D. Box 2S0 `Jalric FL 33595 N. Y Phone No, 803.659. FL ° m r - 0 - PART OR ASSEMBLY: Florida Board of Proteesional Engineers N 9 1 12/01/08 UPDATE TO 2007 FBC DWS certificate of Authorize on No. 9813 co N0. DATE By MULLION LOAD TABLE FOR / 7-,k,01 REVISIONS W000 SCREW ANCHORS Lyndon F. Schmidt. P.E. No. 43409 R:1,• - Projects \Proje t. Folders \Proj 1301.1900 \PF 1309 \D. RWBC Drawings \FL -6362 REV `,FL- 6362.1 REV\FL-6362.1- 3.dwg, Model MULLION SPAN 'D ( m MAX. = 76 oD y ON z l - D -0 — f G) ID Cr) i 21 o N El 1 N 20 N 4_ nZ -1 0 C) v ,r 0 ° MULLION SPAN c) a o - -- (n 0 C, c) N N N W w W W W A A {a A ,p V+ 4n [T Of Q) 3 MULLION SPAN A O OD O N A o OD O - .A - Q - O N . - O) O N A O CO O - Q Q m rn I MAX. = 76 ° 1 - - - - _ : : _ _ o _ _ _ _ : e : o _ _ : : XI * M CO rn N N N N N N N O N N N N N N N N N N N -+ -+ O O C... 0, . A, 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 CO W CO 0- 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 6 O U m C W O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CD A N CO N N N N N N N N N N N N N N - + 0 0 W& -4 0 0 O O O O O O co, O O O co O O co O co O --.1 N V W O O O O O O O O O O O O O O O co O Co cn n A W m N - co O O O O co co O O co co O O O O O O A c A - N N o N I 2., 1..J N N 10 N o) N N N N N -+ O O OOD 20 a A 0) v 20 0 0 10 O O O O 0 0 0 0 0 CO N -0 co N O 0 O O O O O O 0 0 O O O O O O O N ,51_, N -- 02 O O O! 0 0 0 0 0 0 0 0 0 0 0 (J) V 01 V N W Cn V <D N N O N O O O N N N N N O O N N O 0 0 N N N N -+ -+ 0 0 CO c w �P I O A? A 0 CD w CD O O 0 CO W CO W O O O OI 0 0 0 0 0 0 0 0 0 0 0 -.-,. ,. .A N --4 U) Q) - V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l A N A O . Q CO O N N N 2.) N N N N N N N N N N -, -.. O'(0 �(0 W O W V 0) W N 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 W W T 1 ,-- -, N v O O 7 O O O O O O O O O O O O w V O co W r " OJ I n ---- �l 0 0 0 0 6 0 0 0 0 0 0 0 0 0 Q) CO N W O O O cD V Z ° Z m -OHI 4 C) y --1 z '...E -4 W z A a C - -. _ -.__ C y I'1 0 Ti "*t 2, O y N O N N N N N N N N A, N N- O 6 0 0 0 V O 1 '' � O m b Ti A 2 r`- S o 0 0 0 0 0 0 p 0 0 0 0 0 cp• en A CO �A ` • � • A o A ,..c, m A.3 " m A y Z , K r m r, 1n o o O O o 0 0 0 o C o 0 0 o 6 CO ? N A O N .-� O w CO ,, A • > AOO I'rt *RI> 71 A , _ i r Obz 7 ) 1n C) in I' C7C Z C N - N N N N - N - N N N - f N N - ' 0 0 Sa cD Oo O V Cn O) A o ? r+1 o rr Z 1''I N O O O O O O O O O O O P O U G Cn O N N N y _ � r O b V ,_ rr M y 2 n In PI O O O O O O O O O O O O O 6 W N V O O W V _ W A - -e; I- - O O O O O O O O O O O O O O CT V 7,oc En--0 z • - -- OZr - D TI mb - y +Z m r- r r'1 " t D S Z O= N N N N N N N N N N N N 1 V O W V V 0 (r -I r D p o = ` I 1 �,�' Z O m 0 0 0 0 0 0 0 0 0 6 0 0 V ---- m °i !`) .U' QT'' V O A w w o0 A 0 m 0 0 0 0 0 0 0 0 0 o w a (0 Z . o 00 N • 1= n A�mp Im A 0 0 0 0 0 0 0 0 0 0 0 0 o w Co a 0, CO Z D T 2 t*1 - N - N N N N N ; N - N N N - N O - O O O C. CO O V C. CT g <,.. A to Z , z 0 0 0 0 0 0 1 0 0 0 0 0 cr. W -1 N w 5-}1 N A V W • --1 O A O rn• o 0 0 o O 0 o 0 0 0 0 -. -+ 'Co am o o < A go A o A r " 2 0 z n = I-rl Z D o co O O O O O O O W A 6 <n W A W <O A d7 U 0zmg (.0 Z. "1.1 —. VII Z z 2 R y A o FT-, 0 0 0 o O o 0 0 0 0 0-o oo ww . l . . ,-'' ' ' .0 n T O f lb O 0 0 0 0 0 0 0 0 0 N O j l� y O N Q CO CO W 6 O r- 1n CO 7 1 C 0 0 0 0 0 0 6 0 0 0 0 A OD .' : 0 O y n p z0 y A q Si m D r - 0 0 0 0 0 0 0 0 0 0 -.4 — cn O ' v f.") O C n ( N �I N r A 0 N N N N N N N N N N -x o O O - -D b 1 0 0 0 0 • x 0 0 0 0 0» co °° o rn Cr o m io w p w 0 551 1--Z' 551 1--Z' 0- 0 0 0 0 0 0 0 0 0 0 cn N o .o 2 2 rn, nz• In 0. y — i riO_ bZ 2 Z Z S n - 1 N N N 7 N IV N N N— -+ O O co CO CO CO CO V W 0) CA U A y r'1 Z 02 co co 0 0 0 0 0 6D W V J V N 2 A -' V C. O O CT cD O 1 2 S D C m O O O O O O on W f N A [ m O W G) cD A m D D m Z- n 0 0 0 0 0 0 0 0 0 co O co ` - av- o D. ° � 0 a yD,z 2 D. - D) S y N N N N N N N N -+ -+ O O f W m .(JD W W N m Cr. a C Q) O r,1 Z< rT1 2 0 0 0 0 0 0 0 0 CO N rn o - 9 O 0 0 0 0 0 0 0 N W CD O A N A W 6 A V N O 6 - , - N - rn 0 0 0 0 0 0 0 0 0 - J A A. O V ca A V CT Cn CO O tT O '+ S PRODUCT: Document. Prepared By: 0 r 1 � • m 0 3100 STRUCTURAL MULLION 6 , BUILDING CONSULTANTS. INC. 1(A 01 N • JL.�P.O. Box 230 Vcirico FL. 33595 6 Phone No.: 813.659.9197 r rn - O Z J PART OR ASSEMBLY: Florida Board of Pro(essia)o: Engineers ! 'j $ ' 7 12/11/08 UPDATE 70 2007 FBC DN Certificate Of Authorization No. 9813 I co 0 N0 DATE _ BY MULLION LOAD TABLE FOR 4---P"6-- f ;r — REVISIONS CONCRETE SCREW ANCHORS Lyndon F. Schmidt. P.E. No. ;COI R: \A - Pojects \Project Folders \Prof 1301- 1900 \PF 1309 \D. RWBC Draw ngs\FL- 362 RE\AFL- 6362.1 RE' FL-6362.1- 4.dwg, Model A r 1.938" F z n 125" 969" Ell r, - AC, - 1 cm� B 111 P �a 1 V-. r. n X Al --I I l • r— Is � AQ U r 2 0 ee - : 4 r_ U o ry r co rn a' 1 I ,- U U Z q ZO x j � \ a f v, C Z Z A VZ7O ro I V) v • ire O 00Cm it O _ O p y y m N 2 O A / ill m -12 - Ai ® 0 ° a 1. D z o z cn . X A � , O A n i : 1 cn mU 2 \ w 11 t ti O _ p \ A • X I � of _ 2 —�•- o r = n i ILmuiI .375" � f .375„ 6 C> O X J - 2.75" 11 'TT . N O ➢ p p _ A t -um L r• N O w '2 Z or z2 .., .Tt _�00 A\ r . z - - m O °o O z 0 x Dco ? 'U on Z 0(:)r C7 n N p(n Z AWN ^ A =� .. .. D om " O ,;,7, ~ 2 2 ° C M Z D rr, Z 01' A 0 O ?nom ° 0 -I ° n 0 o -+ n O a � in x II D ZA ntr x tit 3 ni ° on r'� x ILJ x I, `O , o , z A 1 � I -j L °m � c _ o O O m r N p A ��� ∎� rn N Ifni! I . o r - i � in b U 0 _ rnr ��+ D N r- , ().(_(•"!!`■••,_■■•• ro ----_,__________71111111k4 D ,� z 1/4" c z MAX. ° m - X I 2 CV O P3 Nr I O� a) O ( f 2 I D OTC �Z �� 0 c ( O 0 r)n ' I t0'I a1 >< Z -_) a AII� [n l ~ m N i 9 x ` PRODUCT: Decumente Prepared By: 3100 STRUCTURAL MULLION Cp / / BUILDING CONSULTANTS, INC, I i 8 N /r/ P.O. Box 230 Volga.) FL. 33595 O) o \ Phone No.: 813.659.9197 r Cr , PART OR ASSEMBLY: Florida Board of Profeaelonol Engineer. S VI IA \ O 1 12/11/08 UPDATE TO 2007 F80 DWS Certificate Of / P � -_ � _ u No. 9813 03 NO. DATE BY MULLION SECTION tc LT _., f ill,' ANCHORING DETAILS REVISIONS Lyndon F. Schmidt, P.E. No. 43409