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10-11046
CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 11046 BUILDING PERMIT Permit Number: 11046 Address: 39704 MEADOWOOD LP LOT 21 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: MEADOWOOD ESTATES Est. Value: Parcel Number: 13- 26 -21- 0140 - 00000 -0210 Improv. Cost: 1,510.00 ` Date Issued: 10/13/2010 Name: CARVALHO, RICHARD & SANDRA Total Fees: 67.50 Address: 39704 MEADOWOOD LP Amount Paid: 67.50 ZEPHYRHILLS, FL. 33542 Date Paid: 10/13/2010 Phone: (813)469 -2321 Work Desc: REPLACE 3 WINDOW SIZE /SIZE , t r. 1 % ' ?. p 4; o ;17.7:11;' m n T 1 : 67.50 /„ 7 0 /0 / i 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." 6 6g-- Ir 4( 4 . CONT CT SIGNATURE PERMIT OFFI �R P MIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 11046 BUILDING PERMIT , s ®�� °, t : a fir, � f °�,• d ,4;�a4 s��^ ,�,' Permit Number: 11046 Address: 39704 MEADOWOOD LP LOT 21 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: MEADOWOOD ESTATES Est. Value: Parcel Number: 13- 26 -21- 0140 - 00000 -0210 Improv. Cost: 1,510.00 .' a �:.. Date Issued: Name: CARVALHO, RICHARD & SANDRA Total Fees: 67.50 Address: 39704 MEADOWOOD LP Amount Paid: ZEPHYRHILLS, FL. 33542 Date Paid: Phone: (813)469 -2321 Work Desc: REPLACE 3 WINDOW SIZE /SIZE WI • • r'o L' • A- . • A UIL,IN •7.50 r Ave 14 L le P hi- . • - 2 • _•1 ' LUY: "� 1 ULA I•N I N 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." ji CONTRACTOR SIGNATURE PERMIT OFFI 7R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813 -780 -0020 City of Zephyrhills Permit Application Fax- 813 -780 -0021 Building Department -$ v ` e _, `� Date Received Phone Contact for Permittin ! J f; T - 2 l ' Owner's Name cJ v► / / +Whir' Clv / o Owner Phone Number Owner's Address 35 7 0 Y Mr4d u N v a d 1/ Owner Phone Number Fee Simple Titleholder Name . Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 3770y M44J,a/QU0 Lr LOT # SUBDIVISION / eA PARCELID# f1 - 2f - 0 /Yu - 00000 - 0a 1U (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CQNSTR ADD /ALT I I SIGN I I I I DEMOLISH INSTALL REPAIR PROPOSED USE I I SFR II COMM I I OTHER I TYPE OF CONSTRUCTION I I BLOCK F FR I I STEEL I I I I DESCRIPTION OF WORK I ^ o4 6.1 de'el irrr�r,4 J ✓ To r .f l e t — 3 BUILDING SIZE SQ FOOTAGE HEIGHT (BUILDING $ /1/ Q VALUATION OF TOTAL CONSTRUCTION I (ELECTRICAL $ AMP SERVICE I I PROGRESS ENERGY I] W.R.E.C. I IPLUMBING (MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION IGAS L I ROOFING ri SPECIALTY I I OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA I IYES NO BUILDER COMPANY l �•�'�� r r- „ / //�� p�-oi• SIGNATURE REGISTERED 14021_1 FEE CURREI' I t)/ N Address License # 1 fa /I /JJOt J1 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURREN I Y/ N I Address 1 License # PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURREN, I Y/ N I Address License # MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURREI I Y/ N I Address License # I OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURREN I Y/ N I Address 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 Attomey (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, 1 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 Tots 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. 1 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 OR AGENT CONTRACTOR Subscribed and sworn to • affirmed •efore me • s Subscribed and sworn to (or af�rme• ore me this by by .c..rsH� Who is /are person wn to me or hash e produced Who Is /are perrnnally known to me or has/hay produced as iden tion. as entification. i ry '/ Nota Public ry 1roD• �A, Notary Public Commis& No. +r " "••• tt J A(nil LIN E S Csm missio( ' = Commissio OD 621833 � ' ' Commisslur DD 18_3 iL' titimes December 12, 2010 `.., _ Ae(�' ,n, %MOH 'PIN troy Fein lnWrence 8�385.7Q19 E xp December 12 Name of Notary l°ll' Name of Notary typed, printed or stamped Pasco County Parcel: 13- 26 -21- 0140 - 00000 -0210 001 Page 1 of 2 • Data Current as Of: Weekly Archive - Saturday, October 09, 2010 Parcel ID 13- 26 -21- 0140 - 00000 -0210 (Card: 001 of 001) Classification 01 - Single Family Mailing Address Property Value CARVALHO RICHARD & SANDRA Ag Land $0 39704 MEADOWOOD LOOP Land $13,608 ZEPHYRHILLS FL 33542 -6778 Building $62,234 Physical Address Extra Features $10,222 39704 MEADOWOOD LP ZEPHYRHILLS FL 33542 -6778 Market Value $86,064 Assessed (Save Our Homes) $74,271 Legal Description (First 4 Lines) Homestead 196.031 $25,000 Non - School Additional Homestead Exemption - $24,271 See Plat for this Subdivision . " MEADOWOOD ESTATES PB 15 PG 106 Non - School Taxable Value $25,000 LOT 21 School District Taxable Value $49,271 OR 8208 PG 1708 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) Line I Use Description Zoning Units _ Type Price Condition I Value I 1 1 0100 SFR 00R2 8,000.00 SF $1.70 1.00 I $13,600 I I 2 I 0100 I SFR 1 00R2 30.00 SF I $0.26 I 1.00 1 $8 Additional Land Information I Acres 11 0.18 11 Tax Area II 30ZH II FEMA Code II X IlResidential Codell ZHLGLP5 Building Information - Use 01 - Single Family Residential (Card: 001 of 001) Year Built 1980 Stories 1.0 Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C Central Baths 2.0 I Line I Description I Sq. Feet Repl. Cost New I 1 II BAS II 1,392 II $73,637 2 I FST I 96 $2,539 3 1 FCP I 288 1 $3,809 4 I FOP I 24 $317 Extra Features (Card: 001 of 001) Line Description Year Units r Value 1 DWC 1980 730 I $639 2 DCFENCE 1985 1,392 I $520 3 COOL DK 1985 540 1 $1,283 4 I JACUZZI II 1985 �� 1 II $600 5 I FIRE PL II 1989 I I 1 II $1,028 6 UDU -M 1990 I 1 II $105 7 POOL -6 1985 324 II $3,888 8 SCRN -AF 1990 1,840 $1,656 9 UDU -M 1985 1 $188 10 LANAI 1990 200 $315 I http: / /appraiser.pascogov. com/ search /parcel.aspx ?sec =13 &twn= 26 &rng =21 &sbb= 0140 &... 10/13/2010 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. 17 uu Vii' Window and Patio 1 '= - s ewe Sarasota Z Door Contract 1.866.W1ND.189 (866 - 946-3189) 766015th St East Sarasota, FL 34243 FL Contrawr's License # SCC131150635 Name % / I) 0 /4f? ht-If () E -mail: Home Phone g 1 -- 414q ,z j7,1 Address ' q -- x3 14 ill-ell-0 CW cv / L-OC p Work Phone City 7 .Yl0,4 Yl2 j) LL.( State �' L_ ZIP 7 2 s 1. Cell Phone S,jJ IH I 31( Windows ) Options Double Hung _ \ Half Screen $10 i / Series # Model # Full Screen $22 2000 DH Mech/Weld 0401 $200 _ - 3 Double Locks (> 30" wide) $5 I `� 6000 DH WeId/Weld 0501 $225 �j �j Argon Gas $17 ' ,,A.L (For oversized windows) 3_ Foam Insulation Wrap $10 1 , 4000 DH Weld/Weld 0201 $200 _.� Thermally Enhanced Frame $25 1 rV (Premium Grade) Beige Color $32 Other Styles Wood Grain - Inside Surface $90 Picture Window $329 1 Solarzone Low -E Glass $45 ! 1UL 2 Lite Slider $329 Solarzone Elite Low -E Glass $55 3 Lite Slider $520 - Hurricane Rated Glass $21 ) ,'IiL. 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 $ .21 Value Plus Pack -VPP $79 $ $ $ PRE 1978 BUILT HOMES (Federal Lead Containment Law) • $ $43 Per Window - - $200 Minimum • WINDOW WORLD/ 0k St. Jude Children's Research My Home Was Built In The Year / 9 YD Initial / C • CARES:1 Hospital Contibution: I Am Choosing The OPT -OUT Provision. Initials: Additional Labor Charges Remove Storm Window $10 Vinyl Rolling Door 6' 6106 $950 R Remove Aluminum Window $30 7 C 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 c( L Solarzone Elite Low - / 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; A/C Unit -$50; Curtains /Blinds- $25NJ { o � yr; n Bay Window Finish & Trim $300 Furniture -$t0 /Item. INIT: / /// ( f� -t^. $ 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 follows: Total List Price $ a (1 ., Administrative & Set -up Fee $ 100 $ ) (i L # of Mitigated Windows: Total Mitigation Price $ Windstorm Area Fee (TX Only) $ 200 $ ( . 7 . ( 7 Sales Tax (MS Only - 7 %) $ $ c3 Permit + $119 Acquisition Fee $ 3-6 Total Amount $ /C--) CK # / 5(.; L' Custom Order Deposit 50% $ -- )S - Paid to Installer upon Completion $ --. Loan Approval # Amt Financed $ VISA AMEX M/ .isc # p. Date S . Cod/ 3 i [7 If(0 AlrA.!�% -, `�:•Zi,i� Nir __ X C i / /l am Emp. # Estimator Date Owner ate / Window World of salon Rouge. LLC d/b/a Window Wodd. World o/ Windows (7 N A (.4 N - 0 ro W r m N A W N I a a s r.-) A < o. m m 01 H O W Q F t • m0 f 2 N r . o m - ■ F 5 g _ o < • x o • x 20 • x x C' a .� m -i z • m m a g a . o t m = y c m a m x x x x x x x x x x x x x x x x m 4- d C ( m j N p G T m m o � ' a .: m . a A a I Q —\ El -1 G o o II 0Q 2 O p 1 D 171 N ti A 0 r ° m ,j 2 o y r d 1 o v . hey Z g 3 0 o .- # ^• m O i�c r n •` O O -7 G 5' o m D G 1c a e\ 0 F. �I q y Al o m m ,v b � A C / i v u vD 0 I . O O O ✓�' A m a m ,, o d A ° !=' ro O d Pi C) X O 0 A C . C1 m "0 m ' '4 Pr 7d 3 y"' 3 o PG m --� r/" D ' 1 E -u 1 , ,._ .,, s o a D ( n 1 .O oml n m sv -�. O AJ v1 N w a v) ...-0 w " r = Florida Building Code Online 3 LCfiC) Page 1 of 3 * fit �.� s'�re 5 7 �. t J B i S 4. 6, xr dr i e s-sse s • 5 �s 0 U e BCIS Home Log In Use Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff 805 Site Map Links Search . ' Product Approval ra � 'f; g USER: Public User Communit 61 Affairs ir Product_ Approval Menu > Pred i o,_ APPliCatIon Searcn > Appi c Lisi. > Application Detail v 6 y� yz • 11, FL # FL6362 -R4 ' s° yy Application Type Revision Code Version 2007 -,.'ve,, Application Status Approved • ttii f Comments Archived • Product Manufacturer Alside Window Company Address /Phone /Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922 - 2108 °�s;l ' rickw @rwbidgconsultan s:CoriY _OCT 1 2_2,010 I t TY L � f .,._�,�1 Authorized Signature Marsh Fernbaugh r A� �, `" rickw @rwbldgconsultants.Co ' ' • A • Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Windows Subcategory Mullions 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 3. King, P.E. II Validation Checklist - Hardcopy Received Certificate of Independence FL6362 R4 COI CERT of 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.adf 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 6362.1.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 INST 6362.2_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_2.pdf mulled window size. Refer to EVAL 6362.2 and INST Created by Independent Third Party: Yes 6362.2 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product 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 R4 II INST 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 FL6362 R4_AEEVAL 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 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 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. "1" 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 INST 6362.5.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 http: / /floridabuilding .org/pr /pr_app_dtl.aspx ?param= wGEVXQwtDgsk1 HgjsQdFZtSJT1 E... 5/12/2010 Florida Building Code Online Page 3 of 3 Other: Mullion Design Pressure varies according to FL6362 R4 AE_-.. EVAL ._6362.5p.df 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 INST 6362.7.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 6362.7,0_f 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. Sack 1.........._._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 1 CoPyright_Statement 1 Acr i ili y Statement 1 PI4g- inS4ftix r 1 C.ustorner_Service Ssurvey I Contact Us Product Approval Accepts: http: / /floridabuilding .org/pr /pr_app_dtl.aspx ?param= wGEVXQwtDgsk1 HgjsQdFZtSJT1 E... 5/12/2010 R: \A - Projects \Project Folders \Proj 1301 - 1400 \PF 1309 \D. RWEC Draw1ngs \FL -6362 REV\FL- 6362.1 REV \FL - 6362.1- 1.dwg, Model - 0 o o m i c fn :,- W N C - rl - 0 -I . 0000 -I H C 0 ZD r+�D0cn rr'ir'i o o otr c " 1 O D Om (n O D C tn g x Z r, F-0-< - 0 /1- = r 0 /)) ^ �y A ZZ0 0 x DNZ.cnzlnr w O Z , 00� --tO2 CO.-, z b m 2 DD U l zm z,Z- 0020 z m U) m 0 m0T)b D a7 OZU)m O tn O CC O Z x C000 233..r< Oz sO<0 y N tm04 1=000 z07m0_zz m0 y _p c0 a -I -<0 0;.. M -n W N m 0zy 0 0x,--c, 0 00 o)..m = m -I zox 3 y - z�or -tom -i c o_mca Dl G,1 0 ')) zzl c i M M m r D120;31 D120;31 V) D c ! !ii C C C 0 0 0 C V) z D= C m y -i N 2 m D 0 N -0 V1 m 0 -in 00 7 � r i O W r- r r - a m y m 1:4> � cA Z mm V10z O 93 D A ri -141Am m 0 0 000> NO z 0 ;y 0 " �0 ;�1S m r ^m '1 �V) XZ O 2 J �n 0 m n pi z 20 D ooc ooz zo m 70 m _i00 m o _mmo cn ,D x-0 CAr p D oDnz0 om ~0c ( n e x, p ^ � O r _l " yl i+j ='I m 0 . m ZO , -, -I (7 Zy O p O F O m� 4,�-1 r~Ti (� N O i { CA to Z OCm cnm - 'i pz O'10 "" D p 1., o ?mm in O � m rn -on0 �CZZo (,)_(›m 2 12 � 0 > §.?? o o x m vy ow nm z z C 2S o R m n zo 0 01'i r�1 55 *Om - toZ 0 s2=?o c C 0 000 00 zr -cm r <0O2x Dm p O_ [ � y y 2 0�r' z i�Z 02 - ' t O r 0 Dr,- �, 12NZ -Oloym y c_omZ � 1. ! .iJ X M n. z 000 p 0 z (nb m m • N ti S. z � z00- � ~m cnz 50 1 : Q y .w 0 M U7 - m0 2cA ZCn= z D --..c ,D- pa z0 c 0A r- "!1 - 0 0 0~01 O O y - ..- or 0 z - 0% D p :o— r r- 0 (n I 0 m Om C-o r D 0 ZOON. 0 i` C 0 • F2 ._.,0 Z 0 p) 0 m 0 C 2 ] 000 - „ ,0 j- lZ1 0it1 1 r a .,y1 Z �m m C1D UJ c D O ~ - -10 0r0_ U)W _ N • D2 ?c) m m `� + ;_c�m °o o =Hz— . - O m 0 m o 0A 0 0 ccom q m"1 „iox? o ? m 2 A rmAO v) o DD 'E `�aNZ-1 - ry 2x Z r 9 � z , N U) [n -0-y Z 0 j r Z, 0 o o v m m x m to r =-� C m 0 A0 C A o 0 2 LAMA 00 r O " F z r m2 �” m z�m - n- 1vDO O i a CI r0/) m 0 z m -0-1 z 0 24 c z 0 0 1 T O 0 ON I �ti *O * I 00 n 0 0 �� to to Z X 2 X to cn " on on ZO 20 in0 !n co Z 2 O r m0 01� a O 1. 0 0NN �/ C Z N C Z N O 00 D r 4 1 r" I 51 zi O O CN ON O O , Z "TI MULLION SPAN 0 _ MULLION SPAN 1 i MAX = 76" 11 J MAX. = 76" C • -- — - "I ' O� O O 1 ON d 0 pN E o z �O i n0 zx - zz -+ o • - u, on o0 zo zo O� �0 1 nz ma ! CAI om om CD G N m0 O N Iv 03 : C Z C _ C 2 $ I F PRODUCT: Documents Prepared 9y: ' , j — 3100 STRUCTURAL MULLION , BUILDING CONSULTANTS INC. r qj /po Box 230 Valrico FL 33695 -. 01 VY Phone No.: 813.659.9197 0 C.t Z Florida Board or Professional Engineer. Cn p PART OR ASSEMBLY: N +`. 1 12/11/08 UPDATE TO 2007 FBC DWS Certificate O! Aon No. 9813 I;' .... cn m N0. DATE BY TYPICAL ELEVATION AND L/ i,eG REVISIONS GENERAL NOTES Lyndon F. Schmidt, P.E. No. 43409 R: \4 - Projects \Project Folders \Prof 1301 - 1400 \PF 1309 \0. RWBC Drawings \FL -6362 REV\FL-6362.1 REV \FL- 6362.t4.dwg, Model -1 MULLION SPAN A 1 -I MAX. = 76" c o N -, n CZ A C7 H A _-_ 1 o OI I = n Z ! II O -Z N 8 N N , o N .I. 0 2 N A oZ MULLION SPAN n y� z cn n N N N CO W W W W y d ,p ‘" U ((JJ11 err U Oa Of Qr Or V H r = xi O I— MULLION SPAN --) NJ CO O N A CO CO g N A O] A O > G OD O Of Q m MAX. = 76" : : c X) * CI N N N N N N N N N N IV N N N N N N N N- O W 0 �' N O O O O O O O O O O O O O O O O O O O O O O • N N • A O 8888888888888S'88 8 8 8 8 N 8 , n rr c^ u' CO N N N N N N N N N N N N N N N N N N O y 0 W O W O O O O O O O O O O O O O O O O O O O A W N O w • m O • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CO CO CO CO CO CO N N N N N N N N N N N N N N N N N N N 17 o O O --J O (n O O O O O O O O O O O O O O O O O O O N A r r N Q O 0 0 0 0 0 0 0 0 0 0 0 O O O O o 0 0 0 W W i- o O O O O O O O O O O O O O O O O O O CO O 0 NJ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 ' ••° • p W 0 0 0 0 0 0 0 0 0 0 0 CD O O O O O it N 'A _, A ' �J. O O 0 O 0 0 0 0 0 0 0 Co S O 0 0 0 0 A Co N m O W O O ' . N N N N N N N N N N N N'5 N N N N N N N O ag O p a ~ j y T. W 9 o 0 o p 2 O o 2 9 p 2 p c. p 2 o o eo _ • V1 N r Z 0 0 6 0 0 0 0 6 0 0 Oi 0 0 0 0 0 0 0 6 O V T N O ' v O O O O O O O O O O O: O O O O O O O U 2 c „ 00 z zv a . 0 ;nU ° mss mzA a c C rr~ 0Orn 1'tinA' N N N N N N N N N N IV N N N N Na N-+O W A NO d Oga it' g .Xi • 1:7 0 3 0 D Z O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w -' r A z ?t A Rl z p O O O O .8888888888 r� • CO r0 P O Co CO .A • ]y ➢OO Oil rn -< F31 -0 F31D Am 0 ....88 OJ Vr -' N -� O rn A U r- coc z -1 - rll '-i �1 Rl fin p O T Z C rrl N N N N N N N fv N N N N N N N N N 1' rb m N m m rT '—, D -1 ti r n � Z O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rn rD w T I � , r • G am= �'t O r'1 D Z A O W V -.4 0 A 0 z r” O rC-mrZ FrjA G)C 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 ra $` �2 r A000 1=6 ° Z Z • f G: Z r D �l tor^ r- Q -1 !T1 r Q m 2 D m z D 2 N N N N N N N N' N N N N ND N N N -� O U O V O A m W U A O O -1 0 0 Co 0 0 0 0 0 o!,O 0 o O o o O n,D On g 0 0 0 0 0 0 0 0;0 0 o O o o O D o m N' S c �". co W N - Z CA ITI D m o m 0 0 0 0 0 0 0 0! 0 0 0 0 0 0 0 0 u. v le y Y D -1 CD to f*t - __ __.____�__ �__— � __.___ • y • Z Z D c m Z A PI • N N N N N N N N N N N N N N N N O O 1 07 r � , J ,p ta ta O Z y r K' r O O O CD O O O O O O O O O O O O N f" A �I A • " 1 O D O -1 Z (r1 it 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6, (n ry O m a r x o A K r, z rd z 'D 0 0 0 0 0 0 O O O O O O O A o, T w ( 1 _ no -1 = " A m Co z is r to 0o -4 ; a, rn a 1�y� • G7 = r'1 r o o N N N N N N N N N of N N of -+ m V V 0 0 0 r0 t t -!1 Z� c � _ nn 2 7:, o CD 0 0 0 0 0 0 CD 0 0 0 CD r .�C - DC D 0 0 0 0 0 0 0 0 o 30 0 0 0 0 0 m w rn Sr. w SS' • a w o O N O rp Oa w rn A " -11 r" A b -- I A • Z { A co m m 0 ) 0 k.:,. •- a T*1 r+i i Fry r `d ch 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0- w • w a . rD N; v N • o • D D .... al r- d. c7Z O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 8 p w co, co o 0 in > w W a O Pi o v, -0Z Z 1 — Pi - - f i Z� m o Piw s o cn o m m . r - --11 T 0 0 0 0 0 0 0 0 0 0 0 0 0 o r CD O O Q" I22 z i= 0 0 0 0 0 0 0 0 0 0 e o 0 0 0 o CD CO 0 a ' r^ ' I ' A r^' a rn.' A .° qO • t`a Or` A C T1 O O _ z 2 ~A2 A N N N N N N N N N N N N N ' (O CO Oa V QJ g rn j A A w w Z ' -' 0 rn 0 J W N i ,:',1 3 J C» N 67 �1 W UfR O 0 0 0 0 0 0 0 0 0 0 0 rn pp rrn 0 0 0 0 0 0 0 0 0 0 0 0 0 .P �I �j N T -~+ o 0 Pe 02 N O O O O O O O O O O O O CO N n Vi Li PRODUCT: Documents Prepared By: - 3 • ' .. r _ ___ .....__. 3100 STRUCTURAL MULLION X67_)(}/ BUILDING A IN 1, u \ r/ L 1(t P.O. Bos 230 `J CONSULT alr NTS, (co Fl. INC. 33585 VY Phone No.: 813.859.9197 W " 2 Florida Board of Prof...it/not En ° m r O y - PART OR ASSEMBLY: Engineers I N t In 1 ' 12/11/08 UPDATE TO 2007 FBC DWS Certificate Of Authorize No. 9813 a NO DP,TE _ BY MULLION LOAD TABLE FOR /- 11r REVISIONS WOOD SCREW ANCHORS Lyndon F. Schmidt, P.E. No. 43409 k:',.5 - Projects \Project Folders \Proj 1301.1400 \PF 1309 \D. RWBC Drawings \FL-6362 REV\FL- 6362.1 REV\FL- 6 3.Crvy, Model MULLION SPAN A O m MAX. = 76" c O N ). n0 1 07 li 7 0 Iso + C Z 0 0 Na -0 0 0� CZ MULLION SPAN b C) cc) C z MULLION SPAN N N W W W W A A �a A ,,pJ� ta�n GT tC,/n� tt��. ta,ns� O) Ql ff��aa O) V V V ] !;'..f o) W O A) A Q) OD O N A tT 4. 6 N ? O) Oo O 4 A c CA O N O) O m rn MAX. = 76" - - - - - - - - - XI --1 CO m N N N N N N N N N N N N N N N O N N N + -+ 8 o' W m O O O co, O 0 0 0 0 0 p 0 o o o co W _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0) A N O C CO n 0 01 6 N N N N N N N N N N N N N N N N N O O CO O V _; 0 O O O O O O O O O O O O O O O O �1 N V W A • o- - o O O O O O O O co O O O O O O O O O Oa as co A N V 0 - en o 0 0 0 V O o 0 0 0 0 0 o 0 0 0 W A cn A Ps <D CD Iv I N N Iv NI N h) N N N N N Imo) N Iv Ka N -• O O P. ° E A V V W O O co, O i 0 O O O O co O O O O O O W N --J W - A 0 0 0 OI 0 0 0 0 0 0 0 0 O O O N CD W N N —' 00 N O O 0 01 0 0 0 O O o 0 0 0 O 0 0 CD 0 V <J) --4 W <") 4' O V O I N N N N N N N N N N N N N N N -+ ...... O W O O Co -J V E 0 0 0 OI O o 0 0 0 0 0 0 0 0 0 c0 W ca o - -` A . O A A W A w • 0 0 0 0; O. 0 0 0 0 0 0 0 0 0 0 0 0 V A N O N CO 0 S^ en - V O 0 CO i C0 N N N N N N iv N N N N N N O N -+ O- cO U m o v W l T O O O O O O O o O co O O co W co W T N N — Z O O O O O O O O O O O O O O W V 0 Co W N 5c, v Cn _ 0 en 0 0 0 0 0 0 0 0 0 0 0 0 0) co N W Cp Cr. V (T N O (0 "4 V ZC --f v) D � m CO 00 'm `1 --1 0M N N N N N N N N N N N 0 0 CO CO CO 0 V '1 0 01 'A � O m a = C i 0 0 0 0 0 0 0 _ 'J o 0 0 0 0 o a CO (,, A •° ? . o A o • W y y ---1 -< c ,„ v ). , „, 0 0 0 o O o o O O o 0 0 S o 0 0 0 O o 0 0 0 0 o g CO 9 N No °w o A 0r-- - pAy 0Z 0 53 r'- n0 --{m vm A m -t m - i - m C O rr 2 r (A o 0 0 0 0 0 0 0 o o o o 9 cas ca o CD ,_ . m ° - . _ . _ o) m �AJ g r 0 2 Z o O o O o O o o O O o 0 0 iaa w iv cn W N +J w - C m A 0 i 0) CD W V V 9 A Cr, O r r- Z `� y O O O O O O O O O O O O O O) aJ. -.1 V Y A r r 'm' 1 A O A x N N N N N N N N N N N N O O O O co co V �t 0 A z : = -1q' Z O O O O O O O O O o O O O V O • N O V A- W c). A 0 , D Z-I m 0 0 0 0 0 0 0 0 O O O O O O O W (Ti A .. w w v o m w N ^" la AAAm➢ ?�:T70 ° o o _ o o 0 0 0 0 _ W a m O ),. o � 55 : 1 ):. Z z A P Z. A m N N 'N N N N N N N N N en O C rD C b o0 00 -1 F.,' (0-. w �! 0 z r 0 0 0 0 0 0 0 0 0 0 0 CD W -J N r! CJ �O cn N A J 71 O D O ' Z F] le o o e o 0 ■0 ■o c 0 o O L... O en m W° r° A v w A j r— m m z 2 0 m Z D �+ 0 0 a o 0 0 0 0 o c.) a a: c)' W A W o r O3. m m °Zr''gm v)x A _ xm m • 'D • Di a z O ~= m -i N N N N N v N N N N ry O O O A 0 0 -4 0 CT g A A li Z _ E- y A 0 r, o 0 0 0 0 0 0 0 0 0 0 a co . W 5. o <° N t ` , , O C 0 2 0 O o O o 0 o O o 0 o w iv o c.) `� - ° o ni & m w w ---. o r - Ind ,- 1 D 2 D 0 0 o 0 0 0 0 0 0 0 o A oo - O•'iZ - AD r m • mm z'1Z C o 0o N N N N N 0 0 co co m 0 , c VN -i 1� pl 0 0 0 0 0 --4 <n 0 C" - � O 0 0 0 - 0 0 0 0 0 Ns o U 0 . C 0 0 ° W o CO C D C Zyz 2 7 O .' o 0 0 0 0 0 0 0 o cn N o A co W co m,zxz . mo . m bZ 1 z Z Z n A m N N N N N N N N N -. -.. O O O CO V W 0 U CO ' Di z � .� 0 0 0 o O o O O o <D W V N �I O m I V - :v O O <° • g O' z C lA o 0 0 0 0 0 0 0 0 0 0 0 U OLD o 43 N CO 9 o CO � w c O c0 -Pr m ig m o ' NO D�oa z 2 — A I --{ 70 ns N N NJ N N) N — 0 0 CO 9 9 "0 -1 --.1 P. N Gr. C+ J W O) th m Z < PI - .I 0 0 0 0 0 0 0 0 0 ) 0 0 ) o J i crl 0 0 m 0 o 0 0 0 0 0 o 0 iv W <° 0 0 V P0 0 - 0 V C A - W 9 ) o cn o - O O O O O O O O O "-4 A A y $ $ PRODUCT: Document. Prepared By: 9 r 1 - 3 ; N 3100 STRUCTURAL MULLION V D C/ BUILDING CONSULTANTS. INC. j/1 /'P.O. Box 230 Valrlco F_ 33595 H (133 0 vvv Phone No.: 813.659.9197 -` cn O 1 --- PART OR ASSEMBLY: Florida Board of Profeseiona: Engineers I !� Ti $ "N 1 12/11/08 UPDATE TO 2007 FBC Of Authorization No. 9813 — a N0. DATE BY MULLION LOAD TABLE FOR / � , ' `J REVISIONS CONCRETE SCREW ANCHORS Ly ndon F. Schmi8). P.E. No. 3409 • R:\A - Projects\P -oject Fullers \Proj 1301- 1400\PF 1309\D. RWBC Drawngs\FL -6362 REV \FL- 6362.1 REV\FL- 6362.1- 4,dwy, Model U m CA O A s• f _ 1.938" n n n 2 , .125" .969" IIII i n . C r m B 1 • • C r- - 7 EE 6 D!' ' ■VU C n ' -1 1 0 r-Z il G U r • Z , m Cn n " z c • r ,- ,',1. 1n can w -- . z 0 f p ...., Z A O D 7 z O N 1 V 110 0 A s*- R - 0C n 0 ocncFri 1,4 o 2 0 o' Al V) � • A a / (E .1 ® u) t:3 II z a T. E 0V1 z c,,1 zz 20 ' x � a a �. V1 ' • x C O n ri j = A W t < ` nCa A +y (3) �� " � _ C'D z L = .375 -- - .375" c� r1 - x _1 - 2.75' - r � 7 AO ...,_,..„.......,„...,_,,,r,.......„...... z7 > .,. 401111111111=111111W �1 1 e \ . - -I co Gi n iN n- O r _ OO_, Z 0 A ? FTI \ r AAro � � p0 nO2z r7 ? P z 43- z r l 2c',n Vl � C b On OOr- O O nN OV1AZ O -- - - - ' >O,A.. rn Z DA 2 K a Ur A o n ? z "� c7 n n n 0 _n1 1,1 AO S. 0 73,, o - c v, x AI D =A m px // N CO m om onx r� 1� / I • -t x N. 00.7 -zr1 � F "� co �� C A A r ' O 9 N y I co D L> (.4 O _ I r- D c gib a ` z 1/4" --1 I v C i� b MAY, rv.,,... -., c m o ro N 0) c 03 0 �• 2 \+.. r/1 0 n rrn tn� 0x I "ro 0 H AIIC -I n i N i i 1 F B PRODUCT: Documents Prepared By: . 9 .1 ' 3100 STRUCTURAL MULLION GGL)� // BUILDING CONSULTANTS, INC. I I- 1 :� N t /L P.O. Box 230 Volrbo FL. 33595 T' W p � Phone No.: 813.859.9197 $ cn r t ?ART OR ASSEMBLY: Florida Board of Professional Engineers IA V1 N 0 1 12/11/08 UPDATE 70 2007 613G DWS Certificate Of uthorizaklo No. 9813 co NO. DATE ' BY MULLION SECTION & 4 9- „/ Pei 1 REVISIONS ANCHORING DUALS Lyndon F. Schmidt, P.E. No. 43409 Florida Building Code Online ( ` Y (_ ( Page 1 of 3 imAtota -'- y BC1S Home Log In User Registration j Hot Topics Submit Surcharge - Stats & Facts Publications FBC Staff BCIS Site Map Links Search rye' Product Approval 0` '"` USER: Public User ie Community Affairs : Product Approval Menu > Product or Application Search > Application List > Application Detail i pr ; FL # FL8134 -R3 Application Type Revision Code Version 2007 Application Status Approved �� �! Comments 1Wii 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 rickw @rwbldgconsultants.com 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 Honda 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 3. King, P.E. • Validation Checklist - Hardcopy Received Certificate of Independence FL8134 R3 COI CERTIFICATE OF INDEPENDENCE_pdf Referenced Standard and Year (of Standard) Standard Year 101/I.5.2 1997 AAMA/ W DMA /CSA101 /I.S.2 /A440 2005 Equivalence of Product Standards Certified By Sections from the Code http: / /floridabuilding .org/pr /prappdtl.aspx ?param= wGEVXQwtDqu l jdteSXaTw %2fYnf... 1/28/2010 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 08/25/2009 Date Validated 09/08/2009 Date Pending FBC Approval 09/14/2009 Date Approved 10/13/2009 Date Revised 12/29/2009 Summary of Products FL # Model, Number or Name !Description 8134.1 a. Model 0201 Extruded Vinyl Double Hung Window "Non- Impact" ! Limits of Use Installation Instructions Approved for use in HVHZ: No FL8134 R3 II INST8134.1.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 8134.1 for Design Pressure Ratings, FL8134_R3 AE EVAL 8134 1,,pd.f 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 R3II_._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 j Other: See INST 8134.2 for Design Pressure Ratings, FL8134 AE EVAL 8134.2.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. • 8134.3 IIc. Model 0401 'Extruded Vinyl Double Hung Window - "Non- Impact" I Limits of Use Installation Instructions • Approved for use in HVHZ: No FL8134R3..._II.._INST 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 R3 AE EVAL-8134.3 df any additional use limitations, installation instructions Created by Independent Third Party: Yes land product particulars. 8134.4 d. Model 0501 Extruded Vinyl Double Hung Window - "Non- Impact" II Limits of Use Installation Instructions Approved for use in HVHZ: No FL8134 R3 II INST_8134.4.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 8134.4 for Design Pressure Ratings, FL8134 R3 AE EVAL8134_4.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes 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 R3 II INST8.134.5.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 R3 AE EVAL 8134.5.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 8134.6 f. Model 8001 Extruded Vinyl Double Hung Window - "Non Impact" I Limits of Use Installation Instructions Approved for use in HVHZ: No FL8134 R3 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 R3 AE EVAL 8134.6.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. http: / /floridabuilding .org/pr /pr_appdtl.aspx ?param= wGEVXQwtDqu 1 jdteSXaTw %2fYnf... 1/28/2010 Florida Building Code Online Page 3 of 3 8134.7 g. Model 9001 Extruded Vinyl Double Hung Window - "Non- Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL8134 R3 II INST 8134.7.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 8134.7 for Design Pressure Ratings, FL8134 R3 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 R3 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 R3 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 FL8134R3_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 8134.9.p_df any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. ( .... .........._ (.. ..........._ DCA A min istra 42 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 -2005 The State of Florida. All rights reserved. Co ri t_and Disclaimer Product Approval Accepts: RE SS 4 Bobby http: / /floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDquljdteSXaTw %2fYnf... 1/28/2010 R W R W Building Consultants, Inc. 13 Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vulrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL- 8134.4 R3 Date: August 24, 2009 Product Sub Category Manufacturer Product Name Category Window Double Hung Alside Window Company Model 0501 3773 State Road Extruded Vinyl Cuyahoga Falls, OH 44223 Double Hung Window Phone 330.922.2108 "Non - Impact" Scope: Product Evaluation report issued by R W Budding Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Alside Window Company, based on Rule Chapter No. 98- 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 used in areas requiring wind bome 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. Site conditions that deviate from the details of drawing FL- 8134.4 require further engineering analysis by a licensed engineer or registered architect. 5. For 2X stud construction, anchoring of the assemblies shall be as shown for 2X buck masonry construction. 6. See drawing FL- 8134.4 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by ATI 64874.02- 501 -47 AAMA/WDMA/CSA 101/I.S.2/A440 -05 Architectural Testing, Inc. Michael L. Mackereth ATI 64875.02 - 501 -47 AAMA/WDMA/CSA 101/I.S.2/A440 -05 Architectural Testing, Inc. Michael L. Mackereth 2. Drawing No. Prepared by Signed & Sealed by No. FL- 8134.4 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by 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. PF 1273 FL PE No. 43409 Sheet 1 of 1 9/1/2009 ONI 52N'. fn9NOS SNio,Ine • M'a 600t 0 6O + Fr 'oN�3'd P =s =P,<l S31ON 1V2/3N3O a S3811SS3?Jd A8 SNOISIA321 31,0 ON co G' / / �--7 NOIS30 N011VA313 NJIdal o • J v) a in £1.B6 'oN u )O 1 \ In Q L- 4 6,00.!6.3 iouolvealo,d )o PwooB 0 PP 0 11 :AlEY13SSV NO 12Nd ul I - - M o G616'6S9'£t9 ' 00 o4d Z S6S££ 13 o=•loA O£z .oe 'O'diny MOONIM ONOH 318000 ^ i J ON 'S1NV1111SNO0 ONIOlIf1B .. 3 L - L ,. p0,0d0kd swewn. :1011008d g w o E o Ii w CL, r O O O O O O w Q 1!) 0 O O O 0 • 0 N V 14) Cr M) •0 h Z w z Z > O O O O O O r. -. / 0 y 'ifs V g N g i '0 0 t t t t t t y w a oc 0 3 Z co . Cl e. P P X X 0 0 Na M 4 N o) (°N 0. 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Date Received: 16' 5-1 c) Site: 9 7o `t` - G4a)OJ(! Permit Type: Xe,) / e2 3 0A1_)// t) 2 /r, Approved w /no comments: ❑ Approved w /the below comments: Denied w /the below comments: ❑ This comment sheet • 1 • e kept with the permit and/or plans. / ( . <..- O Kalvm Swi er ' ans Examiner Date Contract and/or Homeowner (Req ed when comments are present)