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HomeMy WebLinkAbout340 Bella Rosa Cir (2)t pj� RECEIVED FEB 1 �J11 � BY: r CITY OF SANFORD ; BUILDING & FIRE PREVENTION D bi PERMIT APPLICATION ct -7 Application No: I Documented Construction Value: $ ` Job Address: 3 10 dila oedfc- Parcel ID: a9 - 19 - SI - 5oa - C-`00 - La �_ o Description of Work: NEW SFrt_ Historic District: Yes ❑ No 9 Zoning: Plan Review Contact Person: 7oykN L,Ntt-�j Title: D..a ruT Phone: (S1 -41 Co - o3Cn3 Fax:( -lag) 4lck- 1-114U E-mail: 1k3 E 11 Property Owner Information Name LeNNArZ UOF-LES- Li—c- Phone: L-ja-i) - 4-1q - Street: 15550 1—%G4Tw ANE -D2'v6 1 210 Resident of property? City, State Zip: rL 33"1 too Contractor Information Name w Phone: 0m) *-Iq - %-I y 1 Street: 15550 L.!%CN" wAve -1 Q\\Je ,-rr : 210 Fax: L-ixi) -4-i9 - X-140 City, State Zip: r - 33'�coo State License No.: CUL X51 214)(P Architect/Engineer Information Name: f1Pn-t? Ss0C.. Phone:(�4C-4 q%c>- a52;5 Street: qui Fax: N<A) 'M - City, St, Zip: 4a -,Qv, rt 3X16"71 E-mail: ��:cL. D,llsbury L' 4oY�eesee . c� Bonding Company: 14 Address: Building Permit Cr Square Footage: (� / 0 No. of Dwelling Units: Electrical CJS New Service - No. of AMPS: ACO Mortgage Lender: NIA Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: A, L SQ C.L 4 Plumbing EZ(. New Construction - No. of Fig Mechanical ((Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: U Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction valu the executed contract is submitted, credit will be applied to your permit fees when the permit is r 2.l L 2 Signature of Dae Signatur n Date 71n.,-\ e - Print OµTe Agent's Name 'ZC VA� l�71�e of Florida Date aF: STEPHANIE FARMER :.: Commission DD 641221 =Q Expires February 15, 2011 O SwNbd TMu Tmy Fm ft=r= SM,3057019 Owner/Agent is ✓ Personally Known to M_e of Produced -l-13 Type of ID APPROVALS: ZONING: 4114 aa' �� UTILITIES: COMMENTS: Rev 11.08 'ohn L:► v cl Print Contractor/Agent's Name of Notary-StateLo#Jgrtda Date kn STEPHANIE FARMER ►= Commission DD 641221 a -It Expires February 1�5,es�o,9 Contractor/Agent is ✓ Personally Known to Mem -Pr-edueed-FB— Type of 1D ENGINEE 2.6" 1 FIRE: WASTE WATER: BUILDING: .9//0/// 4/1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Firm: L_tV-"ft ,.r Vkp ti,e s LLC- Address: LCAddress: 1555'0 L.►4�•�wo,ve �r _ S%e Zia City: wo t� State: L Zip Code: 33-7, p Phone: 813 - q -?(v • 03G 3 Fax: 7 Z7.y?4.17yb Email: �-00. Property Address: 3y0 r3e H o` IZOiO` C.r Property Owner: I -t nno.r i -k0 p,,z S LLC. Parcel identification Number: 2 q • 19 •31 • So 7-. tmi oo - (,LM Phone Number: '747 -L4 -T9 -l-7,00 Email: The reason for the flood plain determination is: New structure ❑ Existing Structure (pre -2007 FIRM adoption) ❑ Expansion/Addition ❑ Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) OFFICIAL USE ONLY Flood Zone?l`� Base Flood Elevation: g ,1 ' Datum: N FIRM Panel Number: 12p 7-44 c90gO F Map Date: 4 .'Z •o7 The referenced Flood Insurance Rate Map indicates the following: [ I i he parcel is in the: [—I fiuodplain ❑ floodway ❑ A portion of the parcel is in the: ❑ floodplain ❑ floodway FO�The parcel is not in the: LUTfhoodplain ❑ floodway F The structure is in the: [ 1 floodplain []floodway LJ The structure is not in the: floodplain ❑ floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: RP4 1 l - 7 -S-0 ALO#61fZ- F '�O9 -04 - SS4O -A rkA,-Oved Lo} I22 row SGN.� Reviewed b Date: -L-7- 1% TAEngr-Files\Elevation CertificateTlood Zone Determination Request Form.doc t 1�G'VED ` FU 1 t;J11 D ; By CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I ( . 6 J" Documented Construction Value: $ /1 0 � ?S' J� Job Address: 3 1i> 84114.E &40dfC- C%rLCP, Historic District: Yes ❑ No Q Parcel ID: 029- 19 - 31 - 5oa - cY.'100 - L3 --!� o Zoning: Description of Work: N Ew SFR - Plan Review Contact Person: Title: Dc=,t N -r Phone: N1'), `}, Co - 031 3 Fax:( -1a1) 4-1 q- 1-14LP E-mail: Si-�vt�y1�3 E'_ yahoo.cn..� Property Owner Information Name Pavters- Li -c- Phone:1�1a-1�'1�`�- Street: 15550 1—<<iH'Tw Ave_ _b2"v6 , 5u�-,e_: 210 Resident of property? City, State Zip: 331 uo Contractor Information Name ST'eVC Phone: (-1a'1) -4-lq - t-1 `� 1 Street: 15550 I_►c-,KrwAvE _l Q\vF . SLi-re : 210 Fax: ba-() City, State Zip: C.l-ec-r,-�A-r.,e" , FL- 33-ILPO State License No.: C �L '-_-15i 31UP i'11 Architect/Engineer Information Name: t U -pe � Assoc. Phone: bgq� q%o- 02333 Street: gA-'D S. Fax: N5A) '6W- a3O4 City, St, Zip: �;pKa CL 3�-10� E-mail: clav:cL.p�11s1oury C� 4oYeesee .c� Bonding Company: u`A Address: Building Permit C� Square Footage: u No. of Dwelling Units: Electrical D' Mortgage Lender: NIA Address: PERMIT INFORMATION Construction Type: Flood Zone: New Service - No. of AMPS: JC0 Mechanical EE((Duct layout required for new systems) No. of Stories: Plumbing & New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY - - --RESUL-T -IN YOUR PAYING TWICE -FOR -IMPROVEMENTS TO YOUR- -PROPER-T-Y—A-NOTIC-E---- OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction valu hen the executed contract is submitted, credit will be applied to your permit fees when the permit is r 1 2- 1 2 Signature of Dae Signatur n c Date �1n� .vel �ohn 'L, IJ Print OwnerfA ent's Name Print Contractor/Agent's Name 1gn turc Notary -State of Florida Date Signa a of Notary•State �lFlp-da STEPHANIE FARMER °t`•'"Y STEPHANIE FARMER `' •: r_ Commission DD 641221 =•: •►= Commission DD 641221 Expires February 15, 2011 Expires February 15, 2011 IVZ.9-1-1 ��'�. Baidod 1A•u 7 Fain Uuuranoo e0P38S7019 '•P,', `.•`'', Boned r1 Troy Fan Imunneo e00,US.7019 A�••• `"✓ Owner/Agent is ✓ Personally Known to Me -of Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 Contractor/Agent is .✓ Personally Known to Me•ef- •Predtteed 1•B- Type of ID UTILITIES: �2-2' �� WASTEWATER: FIRE: BUILDING: A)".G3 �4Q V.u3sY CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application NoJ• l ` 0 ocumented Construction Value: $�( Job Address: �i� `�-t Historic District: Yes ❑ No ❑ Parcel ID: Zoning: Description of Work: �R Plan Review Contact Person: Phone: Name Street: City, State Zip: Title: Fax: E-mail: Property Owner Information Phone: Resident of property? Contractor Information Name DEL -AIR HEATING & AIR COND, Phone: yy-1— J$�J y X0 0 4 531 CODISCO WAY Fax: q0-7- 333- =6,35 3 Street: SAFOR , ,NIF 41�'p= CGZ. O %e U. 11 \ J City, State Zip: State License No.: r.AC032448 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: PERMIT INFORMATION Building Permit O Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electrical O New Service - No. of AMPS: Mechanical 13 (Duct layout required for new systems) 10 No. of Stories: Plumbing 0 New Construction - No. of Fixtures: Fire Sprinkler/Alarm O No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and ihat all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the7 to calculate the plan review fee based on past permit activity levels. Should calculated charge eed the documented construction value when the executed contract is submitted, credit will be apph your permit fees when the permit is released. Signature of Owner/Agent Date 81gnature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of M APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 FIRE: R'•_' ART G. DELLO RUSSO Print Contractor/Agent's Name Signature of Notary -State of Florida Date y MIRINDA C. TURNER ? � MY COMMISSION # DD 667937 . 4 EXPIRES: June 14, 2011 Bonded Thtu Notary Pubk UndOmdten Contractor/Agent isPersonally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: r ,. RECEIVED D MAR 0 7 200 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: H-157-3 Documented Construction Value: $ 3,a 4/0.3 �I Job Address: 34)0 +)ehg —9,,,��rCC.Q leelu-u �s-�s•� Historic District: Yes ❑ No ❑ Parcel ID: Description of Work: Zoning: Plan Review Contact Person: \\ 11 Title: '' Phone: (9 o4�Q _Q9 I Fax: (A D4 )-7) 9 -149 q E-mail: `,,2eni-C�l�2.i c •X14 Property Owner Information Name A4 A.tr— L".5_" Street: 1 54iS0 tAR _ Aj -1 O City, State Zip: 3;2" fl Phone: t 12) � �179 -1 *7 DO Resident of property? : Contractor Information Name ac_ EJA II � c Phone: (3TO Lel 3 - 331 / Street: a (� �AI-In IAc t" utt_A Fax: � .3�5 gni Lam % 3 - 3A//./�2 City, State Zip: a.rl . PL_ State License No.: ELYO.315Z Name: Street: City, St, Zip: Bonding Company: _ Address: Building Permit ❑ Square Footage: No. of Dwelling Units: Electrical Architect/Engineer Information Phone: New Service - No. of AMPS: 15U Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Mechanical 13 (Duct layout required for new systems) Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: I • - 4% Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced I D Type of I D APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 FIRE: gn ture of Contractor/Agent Date Pri' of ct /Agent's Name W Signature of Notary -State of Flolirii:14 Date PATRICIA J. WhALIC MY COMMISSION M DD958251 EXPIRES: February03.2014 -NOTARY Fl. Notary Diom m Aua. Co. Contractor/Agent is Persona Produced I D Type of I D WASTE WATER: BUILDING: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: SO Documented Construction Value: $ C� �9 �t Job Address: -3'k% -t e\V1- �0 iv- Historic District: Yes ❑ No ❑ Parcel ID: c�'l - ICA- 3 I - SO V - t��o Zoning: �V,1&04CLtl Description of Work: 1 Ukyy k Plan Review Contact Person: Ca 1v� S v�� 5� 6�P i Title: 11c ,,at Phone:�C�iO'11 S, 3� - c) ko Fax: E-mail: Okv\' S . WQ�Vl"Iur Lia'. Property Owner Information Name LJ inn&A A-. intS �-I—C— Street: City, State Zip: _C ` `EA( -0 —r—t- _31060 Phone: Resident of property? : �CLUt V4 - Contractor - Contractor Information Name �-1(S-� ��<<�ln�y�,��.��µ� t c Phone: 3) ��S l7 °IUGI Street: "Wo t...� \i QA.", <� AIH Fax: � 3��� ri (7 ill SS City, State Zip: S0 (-ah U pL+21(3 State License No.: C.F_QI x'77 U to Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Building Permit D Square Footage: 1x'13 Construction Type: No. of Dwelling Units: 1 Flood Zone: Electrical D New Service - No. of AMPS: Mechanical O (Duct layout required for new systems) No. of Stories: Plumbing D".' New Construction - No. of Fixtures: Fire Sprinkler/Alarm O No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. . NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner,/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: S 9,11011 Signature of ContraTor/Agent Nit �. U pw Print Contracto /Agent's Name Date SANDRA M.IAUSIER' MY COMMISSION I DO 978W EXPIRES: July 2.2014 Baled Dau Ndaiy PuWk Undenwitete Contractor/Agent is . Personally Known to Me or Produced 1D Type of ID WASTE WATER: BUILDING: LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 2/18/2011 I hereby name and appoint: Jose Caro an agent of First Quality Plumbing, Inc. 746 North Volusia Ave., Orange City, FL 32763 (Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): B All permits and applications submitted by this contractor. p The specific permit and application for work located at: Lot 122 Celery Estates, 340 Bella Rosa Circle, Sanford, FL 32771 (Street Address) Expiration Date For This Limited Power Of Attorney: 2/22/2011 License Holder Name: Gary Wayne Evers State License Number: CFC050566 Signature Of License Holder: ✓�l_� STATE OF FLORIDA COUNTY OF Volusia The foregoing instrument was acknowledged before me this 18th day of February 20011 , by Gary Wayne Evers or who has produced as identification and who did/did not take an oath. (Notary Seal) who is personally known to me/ r l Signature Sandra M. Lausier Print or Type Name Notary Public — State of Florida Commission Number DD978444 My Commission Expires: 7/2/2014 : r Bibi SANDRA M. L4USIER Y, r_ MY COMMISSION / 00 978444 EXPIRES: July 2, 2014 Bonded ihru Notary Pubk Undarrdlers (Notary Seal) who is personally known to me/ r l Signature Sandra M. Lausier Print or Type Name Notary Public — State of Florida Commission Number DD978444 My Commission Expires: 7/2/2014 1 Fox 'rst Qualit UMBING J August 27, 2009 746 NORTH VOLUSIA AVE ORANGE CITY, FL. 32763 TEL: (386) 775-0909 FAX: (386) 775-0918 LENNAR HOMES, INC. 101 SOUTHHALL LANE STE 450 ORLANDO FL. 32751 ATTENTION: ANGELA REFERENCE: MODEL 1573 FIRST QUALITY PLUMBING PROPOSES TO FURNISH THE PIPING MATERIALS AND LABOR NECESSARY TO COMPLETE THE ABOVE REFERENCED JOB. PLEASE NOTE THE FOLLOWING JOB QUALIFICATIONS: 50' OF 3034 SEWER LINE FROM HOUSE TO TAP ( TAP NOT DEEPER THAN 4-) 50' OF SCH 40 WATER SERVICE PIPING FROM HOUSE TO METER A/C CHASES 3034 PVC. ALL SANITARY PIPING TO BE DWV PVC. ALL WATER PIPING TO BE CPVC WORK SCOPE BASED ON CURRENT STANDARD MECHANICAL CODE. ALL FIXTURE COLORS ARE TO WHITE ALL UNDERGROUND PLUMBING TO BE BACKFILLED BY OTHERS. IF A BACKFLOW PREVENTOR IS REQUIRED, THIS WILL BE BILLED SEPARATELY. (PER COMMUNITY) PERMITTING FEES INCLUDED. ITEMS TO BE SUPPLIED BY FOP: 1 WASHER BOX 1 ICE MAKER BOX 2 HOSE BIBS 1 AIC CHASE PAY SCHEDULE AS FOLLOWS 30% R/I - 30% TUB SET - 40% TRIM (ROUGH IN, TUB SET AND ANY CHANGES MUST BE PAID IN FULL PRIOR TO START OF TRIM). PAYMENT DUE FOR EACH PHASE UPON RECEIPT. 5% LATE CHARGE AFTER 10 DAYS. PROPOSAL PRICES WILL BE LOCKED IN FOR A PERIOD OF THREE MONTHS. AN INCREASE MAY BE APPLIED THEREAFTER DUE TO RISING COSTS OF MATERIALS TOTAL COST: $ 2,389.95 ANY ALTERATION OR DEVIATION FROM ABOVE SPECIFICATIONS INVOLVING EXTRA COSTS WILL BE EXECUTED ONLY UPON WRITTEN ORDERS AND WILL BECOME AN EXTRA CHARGE OVER AND ABOVE THE ESTIMATE. THIS PROPOSAL MAY WITHDRAWN BY US IF NOT ACCEPTED WITH IN 30 DAYS THANK YOU FOR THE OPPORTUNITY TO QUOTE THIS PROJECT. IF YOU ARE IN AGREEMENT WITH THE QUALIFICATIONS, THE PROPOSAL COST, AND PAYMENTS TERMS, PLEASE SIGN BELOW AND RETURN TO AUTHORIZE WORK WITH THE ACCEPTANCE OF THIS PROPOSAL. THANK YOU SINCERELY, HARLEY DAVIS APPROVED BY: DATE: CEIVED APR 01 2011 ► CITY OF ANFORD 13PILDIN ENTION PERMIT APPLICATION Application No: Documented Construction Value: $ /000 - aO Job Address: ��/�o? —o�f'/�T61__L1q_ A65 -A !/R� L, 0/ Historic District: Yes ❑ No Parcel ID: Zoning: Description of Work: Plan Review Contact Person: Title: Phone: Fax: E-mail: Nam Street:C City, State Zip: Property Owner Information Phone: '/_ �/ a e�� Resident of property? Street: If City, State Name: Street: City, St, Zip: Contractor Information Phone: Fax: State License No.:���. Architect/Engineer Information Phone: Fax: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit ❑ Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical ❑ New Service — No. of AMPS: Mechanical ❑ (Duct layout required for new systems) Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: r& Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. d &- a � � (// Z/Z Signature of Owner/Agent Dat IP , LA. V/ Date DEBORAH OREATHOUSE M`I COMMIS N p DD 914063 EXPIRE . ovember 20, 2013 B=WPh Notety Pu Mk Underwriters Owner/Agent is V Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: D. WOMAN/��I' /. Signature of Notary -State f Florida Date +Il DEBORAH GREATHOUSE —19 MY COMMISSION a DD 914033 EXPIRES: November 20. 2013 Bonded ThJU Notary Publk Underwriters Contractor/Agent is Personally Known to Me or Produced ID Type of 1D WASTE WATER: BUILDING: THIS INSTRUMENT PREPARED BY: Name: L-E",vq oe klort E5 - LLr- 0�gkrVVO Address: 15550 L c.KTwA-e "172. 'a.),jc•.ZIc> C14-waW ArCR, , SEMINOLE COUNTY State of Florida FI�ORIDA'SNATURALCHOICta Permit Number Iauauiuiuuutulluulu111uuuNlu11am MARYANNE HORSE, CLERK OF CIRCUIT COURT SENINOLE COUNTY BK 07529 Pg 0475; Opp CLERK'S N 2011017737 RECORDED 060/17/2011 00.13LOIOS pN RECORDING FEES 10.00 RECORDED BY T Saith NOTICE OF COMMENCEMENT Parcel ID Number (PID) 95� - 19 "3►-5001-OObU-_ ja O The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property anq street address if available) (,EaK-j )Z rATet ., 'AzrH -p4' -I 1 R�-� 5% . -�6 ut_- J Q3 r 3d O &Aei ease, Cr rete r 54NFc•Rb , FL �� t tu GENERAL DESCRIPTION OF IMPROVEMENT CERT1NNE MORSE .110 �� cttK OF c� mil OWNER INFORMATION .r M-- Name and address: LEN�rAR No�E s - LLC— Iib uc;HzwwvE -DrZ , 5,,,-rr : ' l G C-LE0 PW ATE 2 F -L 33.7e o CONTRACTOR Name and address: STEVE &-kt7k 15520 L -*-1 -tWq\JE. 2, a,-TE:'\o PC--EAPwATErt, FL. 3371po Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name and address: TE\JE S►- VT alo CLEftR u-> P, -rC2 . FC -P S -7 &n In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement: The expiration date Is 1 year from date of recording unless a different date Is specined. 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 I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF SEMINOLE aem e. OWNERS SIGNATURE OWNERS PRINTED NAME "(NOTE: Per Florida Statute 713.13(1) (g), owner must sign...... and no one else may be permitted to sign In his or her stead." The foregoing Instrument was acknowledged before me this -9-7 day of Jaal 01) , 20 V by Name of person making statement VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES. Who Is pert3onallu Irnnwn to me type of identification produced UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF. SIGNATURE OF NATURAL PERSON SIGNING ABOVE (SEAL) STEPHANIE FARMER Commission DD 641221 Notary Signature P Expires February 15, 2011 "i,....: '••RF.: �: BgNedTMiTiov FNnlnwnnu RW-3lS7010 ,ORMFILIiMlT # - 12,a 0MCt FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: 1 Street: l�p 4ZI a` S e C j (CU me: Builder NaLENNAR-TAMPA LOGIC LAB Permit office. ,�-,�,v�v.r 0,( Cly. Sta . ZIP: , FL, n,n f .�J �"1 �" Permit Number. , 7r-0 owner: � ��w Design Locatloiti: - FL, Tampa ,Autsdlalon: 9/ .-0 0 1. •. New construction or wdsting New (From Pians) 9. Wall Types Insulation Area 2. Shgls family or multiple family Sinsw4amly a. Concrete Block - Int Insul, Exterior R=4.1 1208.00 R' Frame - Wood, Exterior R=11.0 187.33 W 3. Numb e►of units, d mu" family 1 t^ WA R= 118b. 4. Number of Bedrooms 4 d WA R- R' 5. M Uric a worst case? Yes 10. Ceiling Types Insubtlon Area 8. Conditioned Boor area (M) 1573 a. Under Attic (Vented) R=30.0 1584.00 W b. WA Rz R' 7 Windows 0880"M Area a WA R= R' a. U -Factor MI. U -*.60 66.97 W . SHGC: SHGC-0.32 11. Ducts b. U -Fedor. Sgt, U=1.27 53.33 R' a. Sup: Attic Ret: Attic AH: Interior Sup. Rn 8.3W ft' SHGC: SHGC=0.76 12. Cooling systems c. U -Facto: WA R' a. Central Unit Cap: 29.0 kSbAw SHGC: SEER: 14 d. U -Factor WA Its 13. Heating systems SHGC: r a. Electric Heal Pump Cap: 29.0 MAW e. U -Factor WA R' HSPF:8.2 SHGC: 14. Hot water systems 8. Floc Types Insulation Area e. Electric Cap. 50 gallons a. Slab-OwGrade Edge Insulation R=0.0 1573.00 R' EF: 0.9 b. WA R- its b, Cor>sarvatlon features c. WA R= Its None 15. Credits POW Total As -Built Modified loads: 34.49 Glass/Floor Area: 0.089 PASS Total Baseline Loads. 43.85 I hereby certity that the plans and specifications covered by Review of the plans and this calculation are In compliance with the Florida Energy specifications covered by this pA� Code. calculation Indicates compliance with the Flalds Energy Code. PREPARED BY: Before construction Is completed DATE: this building will be Inspected for ,s compliance with Section 553.808 s �, I hereby certify that this building, as d mpliance FlwWa Statutes. �►c�0 with the FlorMe Energy Code. �p� OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certificatin by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed In accordance with N1110,A.3. I Wr4m 5-.00 P EnergyGeuge® USA - FlaRes2008 Pegs 1 of 5 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 11100000 DATE: January 28, 2011 BUILDING APPLICATION #: 11-10000025 BUILDING PERMIT NUMBER: 11-10000025 UNIT ADDRESS: BELLA ROSA CIRCLE 340 29-19-31-502-0000-1220 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF. PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: LENNAR HOMES LLC ADDRESS: 15550 LIGHTWAVE DR. SUITE 210 CLEARWATER FL 33760 LAND USE: SINGLE FAMILY DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 340 BELLA ROSA CIRCLE / LOT 122 / SF DETACHED. -------------------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE -------------------------------------------------------------------------------- ROADS-ARTERIALS CO -WIDE ORD Single Family Hou$$ing ROADS -COLLECTORS N/A 705.00 1.000 dwl unit 705.00 Single Family FIRE RESCUE Houping N/A .00 1.000 dwl unit .00 .00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS Single Family CO -WIDE ORD Hou7iing 5,000.00 1.000 dwl unit 5,000.00 PARKS 00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 AMOUNT DUE 5,759.00 STATEMENT ����// RECEIVED BY: tej lG/SIGNATURE: d,,,4hlilitt�4a)� (PLEASE PRINT NAME) l -f f// DATE: of 4 ( ` NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT N I(�. **NOTE** T}{ SEMINOLEACOUNTTYIROADTHFIRE/RESCUE, LIBTRARYNAND/OREEDUCATI NONAL THE ISSUANCE OF A BUILDI{4G PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THS REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIR§T STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER c AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. ***THIS STATEMENT IS NO LONGER VALID IF A BUILDING'PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE * DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. SKETCH OF DESCRIPTION PREPARED FOR "NOTA FIELD SURVEY' LOT 122, CELERY ESTATES NORTH, ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 71, PACES 38-45 OF THE PUBLIC RECORDS OF SEHINOLE COUNTY, FLORIDA. BELLA ROSH CIRCL 50' R/! ' PER PLA RM TR9CT E N89'50'10 *E 332.50' 0 'E 60.00 ' 4..g•W. — — — — — — — — — — — — — — EL -12.0 PR — 10' U. E. EL -12.2 PR I f' N COVERED 3 U; 1 e.i LANAI 1 u; %23 c 1 MOLOT DEL %1573 1 c 2 ;n I ELEV. 'A' I . p I PROPOSED RESIDENCE I '�+ O o I FHA TYPE I o O I FF- f5.533 1 0 CITY OF SANFORD BUILDING PIAN REVIEW z I I cn —r D3' PLANNING AND DEVELOPMENT SERVICES fo.1' _Vo— v � � I APPROVE© I SETBACK LINE ti I n• .II DATE... N EL -14.8 PR EL=15.0 PR >00 I S89 '50 ' 10 "W 60.00' 1 >02 I >Of � St 5Z St � I OF JAN 1 4 2011 w N suaver NorEsSCALE 1" = 30' - SETBACK REQUIREMENTS: FRONT -25' ` SIDES- 7.5' REAR_ 20, CORNER LOTS- 15' THIS IS NOT A SURVEYI THIS DRAWING IS NOT ELEVATIONS SHOWN HEREON ARE BASED TO BE USED FOR CONSTRUCTION OR LAYOUT OF ON NORTH BEARINGS SHOWNCAN HEREONTARE BAL ASED OATUM N THE MAY DIFFER NAL FROMCACTUAL FIELD ME. PLAT ASUREMENTS. RECORD PLAT. THE CENTERLINE OF BELLA ROSA I HEREBY CERTIFY•THAT THE $I�FCH.OF DESCRIPTION CIRCLE l; 4 " - LANDS SHOWNGN 89 HEREONSWERE NOT ABSTRACTED E. SHOWN HEREON I5 IN ACCORDANCE WITH THE TECHNICAL t� STANDARDS AS SET FORTH BY THE BOARD OF FOR EASEMENTS. RIGHTS -OF -NAY. DEED PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17. aRESTRICTIONS, OR ADJOINEAS OF RECORD. FLORIDA AOMINIS'RATIVE CODE, PURSUANT TO SECTION - UNDERGROUND UTILITIES FOUNDATIONS, OR OTHER 472.027. FLORIDA STATUTES. N STRUCTURES WERE NOT LOCATED BY THIS SURVEY. t ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT c AGENCY FIRM MAP NO.12117C 0090 F. EFFECTIVE. 09/28/07, THE PROPERTY DESCRIBED HEREON IS IN GARY ROCHE. L S NO. 6306 AONE 'AE. ETTEROF. NAP REVISION (LOMR) HAS BEEN ISSUED FLORIDA REGISTERED LAND SURVEYOR AND MAPPER. NOT RECEATIFING THE IMPROVED PORTION OF THIS LOT AS VALID WITHOUT THE SIGNATURE 6 THE ORIGINAL RAISED \ ZONE 'X ' (CASE 09-04-5540A). SEAL OF A FLORIDA LICENSED SURVEYOR AND NAPPER. S- C- - SET CONCRETE MONLPENT P.O.C. - POINi OF CORNENCEN¢7Ri (P) - PUT A/C - AIR CONDITIONING WIT PR PROPOSED .M. - FOLDD CONCRETE HOW Nr P.O.B. -POINT OF BEGINNING fC) - CALCULATED MEASLlREMENT EL - ELEVATION COV. -COVERED . R. C. - FORM IRON ROD AIN) CAP P.O.T. - POINT OF TERMINUS fM1 - FIELD MEASUREMENT FNC - FENCE SIV - SIDEMALK .R. - FOLAD IRON RWO P. C. - POINT OF CURVATURE (0) - OEED OR OESCAIPTIOR FF - FINISNEO FLOOR ELEVATION O/M - ORIVEMAY O . R. C. - SET IRON ROD AND CAP P. 1. - POINT OF INTERSECTION A - DELTA OR CENTRAL ANGLE O.U.E. -DRAINAGE AND UTILITY EASEMENT - CENTERLINE N6D - FOIND WAIL RINDDISK P•T• - POINT OF TANGENCY RRADUSLS - LICENSED SURVEYOR CONC - CONfCETE - FOWD U.E. - UTILITY EASEMENT A - ARC LENGTH RIM - RIGHT OF MAY IES. - RESIDENCE.P. - PERNANENT CONTROL POINT D.E. - DRAINAGE EASEMENT LB - LICENSED BUSINESS P.R.N. - PERMANENT REFEAEDN:E NOMA NT ESMT - EASEMENT FRANKLIN, HART & REID CIVIL ENGINEERS — LAND SURVEYORS 1368 EAST VINE STREET. KISSIMMEE. FL 34744 PHONE 846-1216 FAX 846-0037 CERTIFICATE NO. LB 6605 PHUJE G 1 I IVt UHMA l I U1V JOB NO. 118927 DRAWN 8Y: TOF REVIEWED BY: GRR t r -12W uw Tar I OFFICE SHINGLE ROOF 5 2A HEEL4-1/t -r,j0 PLUMB Root 24' ac spacing ERMlT #� THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES ENGINEERED TRUSS DRAWINGS AND ATTENTION! REFER TO BCSI-BI Trot wet M art 06 w i ane led t'1 obn�/�tb �trtrlmlo7M Ie1dI REFER TO D PACK FOR CONNECTION. TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING General Notes 1) NI PWIM dod ad te® ad 119 O*n bw Ob tw dud oo lb P~ vel b b ibbd v—dit bb., H@t arm eae\1b ne4ed 9) M mm I o&* b W at .b. dlel4r \rs 4) Pa Ties PW NMU U9-91 IR.Irnl.saoA PIn\ee14 I -team dwe to lbbd d \ eodm gedq IS at. am* D• spa b be Aubl d \ a0u\IIn e1 :Q bb\w wo Pb�\ Ids "'A fir sop a4ird Woo" ROOF LOADING SCHEDULE TCLL 20 PSF BCpl \ OOL � 10 DUATION - 125 9 WAND SPD/TYPE- 123 MPH ENCLDSED BLDG. BLDG DI:POSURE - a USAGE - RLSWEN77AL CAT D WAND IMPORTANCE FACTOR- I UPLIFTS BASED ON- 9.2 PSF DESIGN CRITERIA FBC 2007 TP] 2002 TIu++ member deslp� • mnlal\r pNtn \n desylnrd fa ASCET 06 nM nua4mun Bnea Imm ha11 canponems nM cbddlnp \M main rUM forte les W Iry ryeams Thne Jenne bYP born TII'eeed bmnr N \ddllbn\I 101 psf nonaontumm Lamm tAold U. W0. F;TTOTAL OOR LOADING SCHEDUL PSF PSF PSF PSf RODE DWIGHRD FOR SHINGLE AL1. REACTIONS OVBR 4000 AND UPID*f9 OYER 860/ ARY SHo1FN ON lwrotlr. WALL ICY �8'-0' 0 DESCRPIIW art. DATE M IeeYe� DAM W DESCwnom INT. DATE CARPENTER CONTRACTORS OF AMERICA "M AVENUE 6 N V. WINTER HAVEN FLORIDA 33880 PHONE. (800) 939-9806 k. rAi4 1963 294-2499 000 BUILDER Leaner Homes PROJECTVsrlous MODEL 1679 Mew ARC CCA PROJ/MODEL/ALT 8M/9G8/167UC ALT DESaW OTC : + LOT : f BLOCK REVISION I,I j PERAUT # l t DATE l PROJECT ADDRESS al CONTRACTOR L- E iviv R k N-om E s- LLC. PHONE # `d l3 - '�-1 Lc ' 03103 FAX # CONTACT PERSON N DESCRIPTION OF REVISION UTU TTY DEPT FIRE PREVENTION PLANNING BUILDING Florida Building Code Online Page 1 of .t ►; t BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I SCIS Site Map I Links I Se. WP Product Approval USER: Public User Product AoDroval Menu > Product or Application Search > Application List Criteria / sc-z b Refine Search Code Version 2007 FL# ALL Application Type ALL Product Manufacturer General Aluminum Company Category Windows Subcategory ALL Application Status Approved Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or NameALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Subcategory: Fixed ISearch Results - Applications FL# Imanufacturer IValidated By JIStatus FL8905-R1 Revision General Aluminum Company Steven M. Urich, PE Approved History Category: Windows (717) 932-8500 Subcategory: Mullions FL11443 New General Aluminum Company Steven M. Urich, PE Approved Category: Windows (717) 932-8500 Subcategory: Fixed FL11738 New General Aluminum Company Steven M. Urich, PE Approved Category: Windows (717) 932-8500 Subcategory: Single Hung http://www.floridabuilding.org/pr/prLapp_lst.aspx 3/9/2011 Florida Building Code Online Page 2 of 3 FL12968 New General Aluminum Company Steven M. Urich, PE Approved Category: Windows (717) 932-8500 Subcategory: Single Hung FL12989 New General Aluminum Company Steven M. Urich, PE Approved Category: Windows (717) 932-8500 Subcategory: Horizontal Slider FL12990 New General Aluminum Company Steven M. Urich, PE Approved Category: Windows (717) 932-8500 Subcategory: Fixed FL13143 New General Aluminum Company Steven M. Urich, PE Approved Category: Windows (717) 932-8500 Subcategory: Horizontal Slider FL13199 New General Aluminum Companyr(717) even M. Urich, PE Approved Category: Windows 932-8500 Subcategory: Fixed FL13365 New General Aluminum Company Steven M. Urich, PE Approved Category: Windows (717) 932-8500 Subcategory: Mullions FL13846 New General Aluminum Company Steven M. Urich, PE Approved Category: Windows (717) 932-8500 Subcategory: Horizontal Slider FL13848-R1 History Revision General Aluminum Company Category: Windows Subcategory: Fixed Steven M. Urich, PE (717) 932-8500 Approved FL13849 New General Aluminum Company Steven M. Urich, PE Approved Category: Windows (717) 932-8500 Subcategory: Casement FL13850-R1 Revision General Aluminum Company Steven M. Urich, PE Approved Histo Category: Windows (717) 932-8500 Subcategory: Single Hung FL14000 New General Aluminum Company Steven M. Urich, PE Approved Category: Windows (717) 932-8500 Subcategory: Fixed *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. http://wvwv.floridabuilding.org/pr/pr_app_lst.aspx 3/9/2011 TWD BY BUILD \ DOWN BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN WINDOW FLANGE PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEAD ExtEaloa CLA21MG TYP, SEE SHEET 2 FLANGE TYPE WINDOW FRAME SILL PERIMETER CAUL)-\ BY OTHER CAULK BETWEEN WINDFLANGE & WOOD BU I 1 3/16' yl MN. EMBCDMCNT `1/.' MAX. \ SPACE `INSTALLATION ANCHOR `RIGID FILLER INTERIOR WINDOW HEIGHT INSTALLATION ANCHOR /-RIWD FILLER `1/i MAX SHIM SPACE Q 1 1/.' MIN. EMBEDMENT CAULK BETWEEN WOOD BUCK h — MASONRY OPENING BY OTHERS SECTION A — A FOR ANCHOR SPACING SEE NOTES 10 AND II AND SHEET 2 1/4' MAX. 1 1/.' SPACE MIN EMBEDMENT FLANGE TYPE WINDOW FRAME p INTERIOR JANB INSTALLATION ANCHOR D GLAZING TW O CONCRETE/MASONRY SEE SHEET 2 RIGID FILLERBY OTHERS a ExTER10g ONE BY WOOD BUCK BY OTHERS PERIMETER CAULK CAULK BETWEEN WINDOW BY OTHERS FLANGE 4 WOOD BUCK SECTION B—B F"-- :: M AX WINDOW WIDTN-7 ELEVATION VIEWED FROM EXTERIOR DESXTN PRESSURE MTDJO IMPACT RATING t4OPSF NONE B 60 - MAX WINDOW HEIGHT REVISIONS REV I DESCRIPTION DAT( I APPROVED A I UPDATED PER NEW TESTING 10/29/09 1 R.L. GENERAL NOTES 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WAIN REOUIREMENTS OF THE FLORIDA BUILDING CODE 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS 70 STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3) APPROVED IMPACT PROTECTIVE SYSIEM IS REQUIRED ON THIS PRODUCT IN WIND BORNE DEBRIS REGIONS /) SHIM AS REOUIRED AT EACH INSTALLA71ON ANCHOR WITH LOAD BEARING SHIM MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4' SHIM WHERE SPACE IS 1/16 - OR GREATER OCCURS. 5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-15 05• THICK. 6) USE CAULK BEHIND WINDOW FLANGE AT HEAD, JAMBS AND SILL 7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIN 8) UNITS MUST BE GLAZED PER ASTM E1300 9) WHERE THE WATER RESISTANCE TEST REOUIREMENT OF 152 OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 5OPSF DUE TO WATER TEST PRESSURE OF 7.5 PSF ACHIEVED IN TEST 10)INSTALL FLANGE FRAME WINDOW INTO WOOD FRAMING VAIN 08 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MIN 1-3/16" EMBEDMENT INTO FRAMING. FOR NUMBER OF ANCHORS NEEDED REFER 70 ANCHOR CHARTS 1N SHEET 2 LOCATE ANCHORS 6" FROM EACH CORNER SPACING BETWEEN ANCHORS MUST NOT EXCEED 19-1/2 11) INSTALL FLANGE FRAME WINDOW 1N70 CONCRETE OR MASONRY VAIN 3/16" DIAMETER ITV TAPCON OF SUFFICIENT LENGTH TO ACHIEVE MIN. 1 -1/4 - EMBEDMENT INTO SUBSTRATE WITH 2-5/8' MINIMUM EDGE DISTANCE. FOR NUMBER OF ANCHORS NEEDED REFER TO ANCHOR CHARTS 1N SHEET 2 LOCATE ANCHORS 6' MAX FROM CORNERS SPACING BETWEEN ANCHORS MUST NOT EXCEED 19-1/2- 12) IF EXACT WINDOW IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REQUIRED 13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FAC70R Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS 14) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL N07 BE USED IN SUBSTRATES WAIN STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.-6 B. CONCREIE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI C MASONRY - S7RENG7H CONFORMANCE TO ASTM C-90. GRADE N. ME 1 (OR GREATER). 15) INSTALL RIGID FILLER AT EACH ANCHOR LOCATION GENERALo0ALW MlRoser RDNUM OMPANY �\S 1R:1! CARROLTON, TX 75006 v�;•��G'EN _F •_ SERIES 1550/1570 ALUMINUM RECTANGULAR PW*• IK0y��F6 *� 60" x 60" ; tv ELEVATION AND INSTALLATION DETAILS TAT OF OR10" '�N� `1��`\�� DRAWN DWG NO I REV F. A. 08-00516 A sw[ NTS — 07/08/08 1SHE" 1 OF 2 Design pressures for units aWred with 3132' annealed Osslan oreasures for units ohaxed with tat' annealed Untlwidlh n Height Height 12 -10' .24 30 36 48 54 60 W Pea I Nag Pea 'Hey. its *9 Fee Ney PCs Nag Fba Nag Fos Neg PW *9 12.0 500160.0 50.0 60.0 50.0 60.0 50.0 60.0 50.0 60.0 50.0 80.0 50.0 600 50.0 800 16.0 50.0 60,0 50.0, 60.0 50.0 GD.O '50.0 60.0 $0.0 52,1 40.3 40.3 37.9 37.9 50.0 60.0 24.0 50.0 60.0 50.0 60:0• Sao 60.0 50.0 58.2 48.6 18.6 34.4 31.4 287 28.7 24.4 24.4 30.0 50.0 80.0 50.0 80.0 50.0. 58.2 48.0 48.0 40.4 40.4 30.8 30.8 27.5 275 24.6 24.6 •36.0 50.0 80:0 50.0 52.1 48.6 46A 40.4 404 34.1 34.1 25.6 -258 234 23.4 47.6 •47.8 48.0 50.0 60.0 40.3 40.3 34.4 34.4 30:8 '25. 30.8 8 25.81 19.6 19.61 17:5 17.5 15.8 /S.6 54.0 50.0 80 0 137.9 137.9 126.7 128 7 127.5 127.5 1214 23.4 17.5 1 17.5 -15 4 1 1541 14.2 14.2 60.0 50.0 MOI 50.0160-0124.4124.4 •24.8 24.6 '21 t 21.t 156 1 156 '142 1 14.2 12:9 112.9 Osslan oreasures for units ohaxed with tat' annealed Walan oreasures for units ata:ed with 3f18' annealed Unt width (in) Height 12. 18 1 24 3D 1 36 48 1 54 80 (in) Pee N6y Pm Nay Fbs Ne9 Pas Nig Foe Nay Fes Nag Poe Ne9 Poe Ne9 12' Sao 60.0 $0.0 60.0 $0.0 60.0 500 90.0 50.0 80.0 50.0 60.0 50.0 60.0 50.0 60.0 16. 50.0 90.0 50.0 60.0 50.0 80.0 Soo 60.0 50.0 Soo $0.0 80.0 50.0 000 50.0 60.0 24' 50.0 60.0 50.0 80.0 50.0 90.0 Sao 90.0 50.0 60.0 118 44.8 38.3 38.3 33.2 33.2 30' 500 '60.0 50.0 60.0 500 80.0 '50.0 80.0 50.0 59.3 43.7 43.7 38.1 38.1 32.9 -32.9 38 50.0 60.0 50.0 tT0.0 50.0 90.0 60.0 59.3 50.0 51.1 304 39.4 35.4 35.4 31.5 31.5 46. 60.0 80.0 •50.0 90.0 44.8 44.8 43.7 43.7 39A 39.4 30.3 3D.3' 27.1 27.1 24.7 24.7 ST 50.0 90.0 50.0 80.0 38.3 38.3 39.7 39.1 35.4 35,4 27.1 27.1 24.3 24.3 220 22.0 90. 50.0 80.0 150.0180.0 133.2 13&2 132.9 132.9 131.5 1 31.S 24.7 24 7 220 220 19.9 19.9 Walan oreasures for units ata:ed with 3f18' annealed RMSxx+S REV I DESCRIPMx+ DAR APPROVED UPDATED PER NEW TESTING 10/29/09 1 Rt W in h- of -her. fer -ft...Ine as -M .er.w led wMM (n) Height 12 • .16. 2$Ift' 0 :38 48 54- 60 (�+) Fos Ne9 Fba Nag Pbs Nag Fos Ne9 to NM .Fba Nog Pa Ne912 50.0 60.0 50.0. 80.0 50.0 60.0 50.0 80.0 50.0 60.0 $0.0 60.0 50.0 60.0 16 50.0 60.0 50.0 60.0 50.0 60.0 50.0 80.0 Sao 80.0 50.0 80.0 50.0 80.0 24 50.0 60.0 50.0 60.0 50.0 60.0 50.0 60.0 50.0 80.0 50.0 60.0 500 80.0 30• 50.0 80.0 50.0 60.0 $0.0 00.0 50.0 80.0 50.0 58.2 $0.0 55.4 50.0 53.3` 38' 50.0 '80.0 50.0 80.0 50.0 80,0 50.0 60.0 500 53.3 $0.0 50.0 47.6 47.8 48• 50.0 B0.0 50 0 80.0 50 0 58.2 50.0 53.3 50.0 50 0 45.0 45 0 41.7 41.7 54 50.0 80.0 50.0 60.0 50.0 160.0 150,0155.4 150.0 50.0 1 45.0 45.0 '41.8 141.6 133,9 38.9 '00 50.0 800 $0.0 60.0 $0.0 160.0 1 50.0 153.3 147.8 47.8 141.7 41,7 1 38.01 38.9 1 40.0 140.0 RMSxx+S REV I DESCRIPMx+ DAR APPROVED UPDATED PER NEW TESTING 10/29/09 1 Rt W in h- of -her. fer -ft...Ine as -M .er.w M -h.• f ...k- M M ...Inn ]Na' ITW T.nnen UIM w MM (n) Flight 12.0 1 1a0 1 24.0 30.0 1 3a0 4a0 1 51.0 60.0 (in) HAS Jamb HAS Aamb HASamD NAS mD NAS mb HAS mb HAS mb HAS mb 120 1 1 2 1 2 1 2 1 3 1 3 1 4 1 4 1 16.0 1 2 2 2 2 2 2 2 3 2 3 2 4 2 4 2 24,0 1 2 2 2 2 2 2 2 3 2 3 2 4 2 4 2 30.0 1 2 2 2 2 2 2 2 3 2 9 2 4 2 4 2 3a0 1 3 2 3 2 3 2 3 3 3 3 3 4 3 4 3 4a0 1 3 2 3 2 3 2 3 3 3 3 3 4 3 4 3 510 / 4 2 4 2 4 2 4 3 4 3 4 4 1 4 4 600 1 1 2 1 2 1 1 2 1 3 1 3 4 4 4 4 4 M -h.• f ...k- M M ...Inn ]Na' ITW T.nnen GENERAL D�ALUMINUM ose RC�OMPANY ```\J\01111111/j/ .,�//,/ CARROLTON, TX 75006 �••��GENy� 91p ; SERIES 1550/1570 ALUMINUM RECTANGULAR P% *• 0 60" x 60" DESIGN PRESSURE AND ANCHOR CHARTS 13E Of •�� /CI�•�:: SME at[ OB -5001516 A �///��ON) NTS 07/08/08 2 Of 2 Ural w idthfn) Height 120 1 2410 Sao Sao 48.0 SAO Sao (al) HAS Jamb HAS Jamb HAS mb HAS mbj HAS Jamb HAS Pomb HAS Pomb HIS mb 12.0 1 t 2 1 2 1 2 1 3 1 3 1 4 1 4 1 16.0 1 2 2 2 2 2 2 2 3 2 3 2 4 2 4 2 2410 1 2 2 2 2 2 2 2 3 2 3 2 4 2 4 2 30.0 1 2 2 2 2 2 2 2 3 2 3 2 4 2 4 2 36.0 1 3 2 3 2 3 2 3 3 3 3 3 4 3 4 3 18.0 1 3 2 3 2 3 2 3 3 3 3 3 1 3 4 3 540 1 4 2 4 2 4 2 4 3 4 3 4 4 4 4 4 60.0 t 4 2 / 2 4 2 4 3 4 3 4 4 GENERAL D�ALUMINUM ose RC�OMPANY ```\J\01111111/j/ .,�//,/ CARROLTON, TX 75006 �••��GENy� 91p ; SERIES 1550/1570 ALUMINUM RECTANGULAR P% *• 0 60" x 60" DESIGN PRESSURE AND ANCHOR CHARTS 13E Of •�� /CI�•�:: SME at[ OB -5001516 A �///��ON) NTS 07/08/08 2 Of 2 TWO BY BUILD DOWN BY OTHERS SHEATHING_,,,e BY OTHERS CAULK BETWEEN WINDOW FLANGE PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEAD - EXTERIOR GLAZING TYP SEE SKEET 2 RANGE TYRE WINDOW FRAME SILL PERIMETER CAULK BY OTHERS CAULK BETWEEN WINDOW RANGE & WOOD BUCK D D� CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS B FOR ANCHOR SPACING SEE NOTES TO AND 11 AND SHEET 2 RICID FILLER j 111/1' MAY SHIM SPACE Q 1 1/+' MIN EMBEDMENT SECTION A—A —60" MAX WINDOW WIDTH A --n 60' / MAY. / WINDOW HEIGHT B P1 ELEVATION VIEWED FROM EXTERIOR A B B 66 - MAX WINDOW HEIGTH �60' MAX. WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR DESTGN PRE55A1RE RATING wPACT RATING 310PSF NONE RMSWNS DESCRIPTION DATE I APPROVED UPDATED PER NEW TESTING 10/29/09 IR.L. GENERAL NOTES 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRE o ON THIS PRODUCT IN WIND BORNE DEBRIS REGIONS +) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/+ SHIM WHERE SPACE IS 1/16 OR GREATER OCCURS 5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-75 05+_ THICK. 6) USE CAULK BEHIND WINDOW FLANGE AT HEAD, JAMBS AND SILL. 7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIN. 8) UNITS MUST BE GLAZED PER ASTM E1300. 9) WHERE THE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 5OPSF DUE TO WATER TEST PRESSURE OF 7.5 PSF ACHIEVED IN TEST. 10) INSTALL FLANGE FRAME WINDOW INTO WOOD FRAMING WITH IS SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MIN, 1-3/16 EMBEDMENT INTO FRAMING. FOR NUMBER OF ANCHORS NEEDED REFER TO ANCHOR CHARTS IN SHEET 2 LOCATE ANCHORS 6' FROM EACH CORNER SPACING BETWEEN ANCHORS MUST NOT EXCEED 19-1/2'. 11) INSTALL FLANGE FRAME WINDOW INTO CONCRETE OR MASONRY WITH 3/16' DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE MIN 1 -1/4 - EMBEDMENT INTO SUBSTRATE WITH 2-5/8- MINIMUM EDGE DISTANCE FOR NUMBER OF ANCHORS NEEDED REFER TO ANCHOR CHARTS IN SHEET 2. LOCATE ANCHORS 6 MAX. FROM CORNERS. SPACING BETWEEN ANCHORS MUST NOT EXCEED 19-1/2- 12) IF EXACT WINDOW IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANT17Y LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REOUIRED 13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 1+) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0+6 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE I (OR GREATER). 15) INSTALL RIWD FILLER AT EACH ANCHOR LOCATION, GENERAL ALUMINUM COMPANY oDi W. CROSBY C CARROLTON. TX 75006 i,J:��GENB�'9d SERIES 1550/1570 ALUMINUM DESIGNER PW *•'/ �By�� 60" x 60" :p�N4Sif ELEVATION AND INSTALLATION DETAILS T ,�9 _ TAT OF �• F. A. 1 08-00517 =E NTS IIIIIE 07/08/08 1 S"EL' 1 OF 2 1/+' MAN 1 1/i SPACE MIN EMBEDMENT / 3/16' RANGE TYPE MW. EMBCDM[NI WINDOW FRAME v INTERIOR JAMB INSTALLATION ANCHOR \ `1/+' MAX. SPACE V� \ `INSTALLATION GLAZING TYP, CONCRETE /MASONRY ANCHOR SEE SHEET 2 RIGID FILLER BY OTHERS —RIpD FILLER EXTERIOR a ONE BY WOOD BUCK BY OTHERS PERIMETER CAULK BY OTHERS CAULK BETWEEN WINDOW INTERIOR WINDOW FLANGE Q WOOD BUCK HEIGHT SECTION B—B - INSTALLATION ANCHOR RICID FILLER j 111/1' MAY SHIM SPACE Q 1 1/+' MIN EMBEDMENT SECTION A—A —60" MAX WINDOW WIDTH A --n 60' / MAY. / WINDOW HEIGHT B P1 ELEVATION VIEWED FROM EXTERIOR A B B 66 - MAX WINDOW HEIGTH �60' MAX. WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR DESTGN PRE55A1RE RATING wPACT RATING 310PSF NONE RMSWNS DESCRIPTION DATE I APPROVED UPDATED PER NEW TESTING 10/29/09 IR.L. GENERAL NOTES 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRE o ON THIS PRODUCT IN WIND BORNE DEBRIS REGIONS +) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/+ SHIM WHERE SPACE IS 1/16 OR GREATER OCCURS 5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-75 05+_ THICK. 6) USE CAULK BEHIND WINDOW FLANGE AT HEAD, JAMBS AND SILL. 7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIN. 8) UNITS MUST BE GLAZED PER ASTM E1300. 9) WHERE THE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 5OPSF DUE TO WATER TEST PRESSURE OF 7.5 PSF ACHIEVED IN TEST. 10) INSTALL FLANGE FRAME WINDOW INTO WOOD FRAMING WITH IS SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MIN, 1-3/16 EMBEDMENT INTO FRAMING. FOR NUMBER OF ANCHORS NEEDED REFER TO ANCHOR CHARTS IN SHEET 2 LOCATE ANCHORS 6' FROM EACH CORNER SPACING BETWEEN ANCHORS MUST NOT EXCEED 19-1/2'. 11) INSTALL FLANGE FRAME WINDOW INTO CONCRETE OR MASONRY WITH 3/16' DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE MIN 1 -1/4 - EMBEDMENT INTO SUBSTRATE WITH 2-5/8- MINIMUM EDGE DISTANCE FOR NUMBER OF ANCHORS NEEDED REFER TO ANCHOR CHARTS IN SHEET 2. LOCATE ANCHORS 6 MAX. FROM CORNERS. SPACING BETWEEN ANCHORS MUST NOT EXCEED 19-1/2- 12) IF EXACT WINDOW IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANT17Y LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REOUIRED 13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 1+) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0+6 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE I (OR GREATER). 15) INSTALL RIWD FILLER AT EACH ANCHOR LOCATION, GENERAL ALUMINUM COMPANY oDi W. CROSBY C CARROLTON. TX 75006 i,J:��GENB�'9d SERIES 1550/1570 ALUMINUM DESIGNER PW *•'/ �By�� 60" x 60" :p�N4Sif ELEVATION AND INSTALLATION DETAILS T ,�9 _ TAT OF �• F. A. 1 08-00517 =E NTS IIIIIE 07/08/08 1 S"EL' 1 OF 2 fission orsssurssior units ulasd wlfh J1J?"annsalid' Oailbn orossuros.far unhs alazid-w Ilh'lW'&nnoalsd - Lhiwi t('n), DDALIUMI CARROLTON. TX 75006 ``\\�\S�R *i\;•�\GE%dS� HOW# lw- '12 16 61s p 12 16 24 30 38: 48 54 60 (0) P- Nag PDi Neg Rts•- Wg: AW Neg RIs I Neg RIs. Neo.Pbs I Nig Pos• I MO.. '120 50.0 16110 150.0 50.0, 80.0 50.0 80.0 .60.0 60.0 50.0 60.0 50.0' 60.0- 50.0 60.0 '50.0. '60.0 50.0 60.0 16.0 5D.0- 80.0 50 0 B0.0 :50.0 60.0 50 0 80.0 ;5110 521 40.3 '40.3- .37.0. 3TS 50.0 ' 60 0 24.0 50.0- 600 50.0. 60.0 150.0 60.0 50.0 56.2 ABA 48.8' 34:4 34.4 28.7. 28.,T 24A '24.4 .30,0' 50.0 60.0 56.0 60.0 •50.0. 58.2. 48.0 48.0 40.4 40:4 30.8 30.8, '27S: 27S 24:8 -24.6 38.0 50.0 80.0 -50.0- 5ZI'l 48.8 '48.6 40.4 40.4. 34.1. •34.1 25:8 251 '23.4. 23A 47.6 47.6 48.0 50.0 6D.0 40.3 40.3 34.4 34.4130.8.13" '25.8 25.8 19.6 14.8 '17,5• 17.5 15.8 15.6 54.0' '5D.0 60.0 •3T.9 37.9 28.7 28.7 127.5 127.5 23.4 .23.4 17.5 17,5, 15.4 15.4, 14.2 14.2 60.0 M0,60.0. 50.0 60.0 1'24.4 24.4. 24.8 124.6 1;21.11,211.1 15.8 15.6,1-14.2-1-141',12.9 ' 12.9 Oailbn orossuros.far unhs alazid-w Ilh'lW'&nnoalsd lbsiah•oressuros fdr'units�atsred rilth 3118 -annealed - Lhiwi t('n), DDALIUMI CARROLTON. TX 75006 ``\\�\S�R *i\;•�\GE%dS� HOW# Hfthl '12 16 24 3D 38 ' 48 54 60 (h) Fbs 1166 1 Fbs• NiO' .Pes I Nag. Poi. Nig Ws' Neg Pas I" Flu Nig; I FlDs N" 12 SDAI 640 160.0 60.0 50.0 60.0 50.0 60.0 50.0-'60.0' '50.0 80.0. 50.0 60.0 .50.0 60.0 16 50.0 60:0 150.0 60.0 50.0, 80.0 50.0 60,'0 5110 60.010.0 .60.0• 50.0 6D.0 50.0 '60.0• •24 - 50.0,; 60.0 WEI '80.0 50.0 80:0 50A 60;0 50:0 '60:0; 44.8• '44.8. 38.3 38.3 :31.2. 33:2- 30 -50.0: 60.0 50.0 60.0 50.0. 60.0 50.0' SWO 50.0 ;5919 '43:7 43,7' 38:1 38:1 '32.9. 32:9- 30 .:50.0; 60.0 50.0 80:0 50.0 60.0. 50.0 59.3 50:0 .51.1' 39.4 39.4 35.4 35.4 '.31'5 M. -S 48 •50.0 60.0 .50.0 :60.0 44.8, '44 8. 43:743'7 139.4 :39.4 30.3 130.3 27A '27.1 :24:7 ,24:7 54 50.0' 60.0 50'0 60.0 •38:3 38.3 38.1 38`1 35.1 35:4 127.1127.1 24:3 '24:3 1,22.0 1,227.0 60 150.0 60.0 150.0 '60.0 312 33.2 32.9 329 131.5131.51241124.7' 220 121.0 119.9 110.9 lbsiah•oressuros fdr'units�atsred rilth 3118 -annealed RE14S,ONS REV I DESCR,PTWN DATE I APPR04D UPDATED PER NEW TESTING 10/29/09 1 R L M-kL r.nf'.hdh rn sassed - - Lhiwi t('n), DDALIUMI CARROLTON. TX 75006 ``\\�\S�R *i\;•�\GE%dS� HOW# 12 18 `24 30 38 48 54 60' .0N Pbd: NV -Pb- Pik PW :.NW - FtW. • Nab Ptid Nig Pais 1,Nib Pleat . Nig JAW I Neg 12' 50.0. 60.0 1.50.0 '80:0 .50.0' 60.0: 50:0 .80.0' 50,0' .80.0 50.0 60.07 50.0 780.0' 50.0. 60:0 18: ,50:0 60.0. 50.0. ;60.0_ :50.0' 80.0- - 60.0 '80.0' .50.0 60.0 •50,0 60.0" 66 '80:0; 50.0' 60.0 24' 5D.0- V.0..50.0-:60.0 .50.0. W.*6. 50.0 +80.0: 50.0:'80:0 .60.0 80.0' 60:0 160.0 50.0. 8D.0 30 .50.0' .60.0 .50.0..8110 •50.0; 60.0' .50.0 •80:0: 50.0• .80:0 .50.0' 58.2 50.0 75541 50.'0 53.3 38 50:0 80.0, -50.0..80.0 :50:0: 80.0' $0.0 '80.0. Mi •60.0 '60.0 S3.3. 50.0 .50.0 47:8: 47,8 48. .5D.0' •80.0 '51),01`60.0 .50'.0'1'80.0:150.0 :58;2' S0.'0 53:9 ;50.0 Sao .45.0 '45:0 71.7- 41.7 54, 50.0 60.0. 50:0' ' 80.0 1;50.01 SM0150.0 155:4, SO.'O-1 50:0 146.0 440. 41.8 41.8. 38.9 38.9 80 50:0I -60.0 '.50.0' 60:0 .5&0 80.0' 50:0 ,63:3 47:8 ,47.6 41.7 4tt7 1 389. X38.9 '40.0 40L0 RE14S,ONS REV I DESCR,PTWN DATE I APPR04D UPDATED PER NEW TESTING 10/29/09 1 R L M-kL r.nf'.hdh rn sassed - NnnAni ef*-h,4. #A, -01 ulna ]HR^ rrW T -n ZIp DDALIUMI CARROLTON. TX 75006 ``\\�\S�R *i\;•�\GE%dS� SERIES 1550/1570 ALUMINUM DESIGNER PW l)d w loth (h) 60" x 60" PRESSURE AND ANCHOR CHARTS • ��DESIGN W -M p•OF •ty� Hew. 12,0 100 -PAD 30.0 360 40.0 •340 60t0' :(h) HbS mb H&S. Jamb H&S mb H&S" mb H&S mb H85, mb 'H&S mb H&S mb 120 1 1 '2 1, 2 1 •2 1 3 .1 3 •1 4• 1 4 1 160 1 .2 2 :2 2 2 2 2 3 2 3 2 4• 2 4 2 24.0. 1 2 2 12 2 2 2 2 •3 2 3 2 4 2 4 2 300• 1 -2 2 4 2 '2 2 2 3 2 3 2 s 24 2 XO 1 3 2 :3 2 3 2 3 3' 3 3 3 4 3 4 3 Ia 0 1 .3 2 3 2 3 2 3 3• J, 3 3 4 3 4 3 SAO. 1 4 2 4 2i 42 4 3 4 3 4 4 4 4 4 60.01 1 1 2 -4 .2 4 2 l 3 4 3 4 4 4 4 4 NnnAni ef*-h,4. #A, -01 ulna ]HR^ rrW T -n GENERAL UM COMPANY ZIp DDALIUMI CARROLTON. TX 75006 ``\\�\S�R *i\;•�\GE%dS� SERIES 1550/1570 ALUMINUM DESIGNER PW l)d w loth (h) 60" x 60" PRESSURE AND ANCHOR CHARTS • ��DESIGN W -M p•OF •ty� ORA" REV 12.C:- 140 2A0• 30.0 30%23 iijp'ONA`1O�\�\\ SAO 60.0 •N" 'mb 'HIS nib Hd9 mb H65 mb H6S• HISP42 1 i •1 2• ' 1 ,2 1 2 1 3 4 h(in) 1 2. 2: 2 '•2 2 2 2 3 4 1 2' 2 i2 2 2 3 2 3 4 1 2• 2. 2 2 2 2 2 3 4 1 3- 2t.. 3 -2 3 2 3 3 4 •40.0, 1 3 2 3 2 3 2 3 3 4 SAO 1 4• 2: -4 •2 4 2 4 3 1 4 1 3 1 4 1 4 41 4• 4 60.0• 1 1 4 2 1 .4 2 4• 2 4 J 1 4 1 3 1 4 1 4 4 7 4 GENERAL UM COMPANY ZIp DDALIUMI CARROLTON. TX 75006 ``\\�\S�R *i\;•�\GE%dS� SERIES 1550/1570 ALUMINUM DESIGNER PW 60" x 60" PRESSURE AND ANCHOR CHARTS • ��DESIGN W -M p•OF •ty� ORA" REV OR 08-00517 A iijp'ONA`1O�\�\\ ecu[ sic r NTS 07/08/08 2 OF 2 CAULK BEHIND FIN PERIMETER CAULK BY OTHERS - FIN TWE FRAME HEADER - GLAZING TW SEE SHEET 2 FIN TYPE FRAME SILL — PERIMETER CAULK BY OTHERS — INSTALLATION — ANCHOR CAULK — BEHIND FIN SHE ATHING BY OTHERS XT RIOR I I I I INTERIOR SECTION A—A 1-1/2' MIN. EMBEDMENT WINDOW HEIGHT FRAMING BY OTHERS INSTALLATION ANCHOR 1/A- MAX SHIM SPACE FOR ANCHOR SPACING SEE NOTES AND 11 AND SHEC ET 2 1/4- MAX. SHIM SPACE FIN TWE FRAME JAMB INTERIOR GLAZING TW. / SEE SHEET 2 EXTERIOR VPEI WINDOW WIDTH BY SECTION B—B 60' MAX WINDOW WIDTH I A�� RMS'ONS REV I OCSCRIPTWN DAIC APPROKD A I UPDATED PER NEW TESTING 10/28/09 RL MIN STR".��o�,�,�� L1-1/2 EMBEDMENT •*�CEN�q�.95+�� —� �SHCATH GENERAL NOTES: BY OTHERS 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE CAULK BEHIND FIN 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY — TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBIL17Y 08 OF THE ARCHITECT OR ENGINEER OF RECORD. INSTALLATION ANCHOR 3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT j1������ IN WIND BORNE DEBRIS REGIONS :TER CAULK HERS d) SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 • SHIM WHERE SPACE IS 1/16' OR GREATER OCCURS 5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-75 .055 THICK 6) USE CAULK BEHIND WINDOW FIN AT HEAD. JAMBS AND SILL. 7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIN. 8) UNITS MUST BE GLAZED PER ASTM E1300 9) WHERE THE WATER RESISTANCE TEST REOUIREMENT OF 158 OF DESIGN LOAD APPLIES. POS171VE DESIGN LOADS WILL BE LIMITED TO SOPSF DUE TO WATER TEST PRESSURE OF 7 5 PSF ACHIEVED IN TEST 10) INSTALL FIN FRAME WINDOW WITH 0120 DIA. 6d NAILS WITH A MINIMUM 1-1/2' EMBEDMENT INTO FRAMING FOR NUMBER OF ANCHORS NEEDED REFER TO ANCHOR CHARTS IN SHEET 2 LOCATE ANCHORS 6' MAX FROM CORNERS. SPACING BETWEEN ANCHORS MUST N07 EXCEED L A- 1 --1/4' VAX ELEVATION SHIM SPACE VIEWED FROM EXTERIOR DESIONPRESSURERAT'wG —C,-LWLI t4OPSF ACNE 1-1/2' MIN. EMBEDMENT 15 1/2 11) INSTALL FIN FRAME WINDOW WITH /8 SCREW OF SUFFICIENT LENGTH TO ACHIEVE MIN 1-1/2' EMBEDMENT WTO FRAMING FOR NUMBER OF ANCHORS NEEDED REFER TO ANCHOR CHARTS IN SHEET 2. LOCATE ANCHORS 6 MAY. FROM CORNERS SPACING BETWEEN ANCHORS MUST NOT EXCEED 19 1/2-. 12) IF EXACT WINDOW IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OW OUANT17Y LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE nHI DESIGN PRESSURE REOUIRED. 13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN WIND LOAD DURATION FACTOR CD -16 WAS USED FOR WOOD ANCHOR CALCULATIONS 14) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-046 GENERAL OMPANY STR".��o�,�,�� D�ALwMIRoser RoNUM CARROLTON. TX 75006v •*�CEN�q�.95+�� SERIES 1900/1970 ALUMINUM RECTANGULAR PW *• 0 60" x 60" ELEVATION AND INSTALLATION DETAILS � o iT �A AT For • %O�APS !cl0R10,V -' DRAWN- ouc NO REv F.A. 08 A S1�NA SOOE522 DATE XALE NTS 07/08/08 1 OF 2 j1������ Deslan pressures for units glazed with 3132" annealed Design pressures for units glazed with 118•' annoaled Lhk w idth (In) Unit w khh'(in) Height 12.0 10.0 21.0 30.0, .380. 1 Height 42' 16 16. 24 30 1 36 48 54 60 M) Fbs Nag Pes Nag Flea Hep Pee I Neg Flee Nap Pea Nap Pes *9 Fes I Ne9 12.0 50.0 60.0 50.0 60.0 50.0 6D.0 50.0 60.0 50.0 60.0 50.0 60.0 50.0 60.0 50.0 60.0 18.0 - 50.0 60.0 50.0 60.0 50.0 60.0 50.0 60.0 5D.0 58.4 47.4 47.4 44.9 44.9 50.0 60.0 '24.0 50.0 60.0 50.0 60.0 50.0 6D.0 50.0 60.0 50.0 51.6 35.7 35.7 29.3 29.3 24.7 24.7 30.0 50.0 60.0 50.0 60.0 50.0 60.0 50.0 51.6 43.4 43.4 32.9 32.9 29.0 29.0 25.6 25.6 36.050.0 60.0 60.0 50.0 58.4 50.0 51.6 43.4 43.4 36.6 38.6 27.4 27.4 24.7 24.7 22.4 22.4 48.0 50.0 60.0 47.4147.41 -457 35.7 35.7 32.9 32.9 27.4 27.4 20.4 20.4 18.4 18.4 16.5 18.5 54.0 50.0 60.0 44.9 144.9 129.3 129.3 29.0 129.0 124.7 28.4 24.71 18.41 18.4 16.21 16.21 14.7 14.7 60.0 50.0 60.0 50.0 60.0 124.7 124.7 1 25.8 125,6 1 22.4 22.41 16.51 16.5 14.71 14.71 13.4 13.4 Design pressures for units glazed with 118•' annoaled Daslon aressures for units aimed with 3116' annealed Lhk w idth (In) Unit width (in) Height 12.0 10.0 21.0 30.0, .380. 1 Height 12 16 24 30 36 48 54 60 (in) Pee Nag Fes Nag Fbs Ne9 No I Ne9 Ftis Nag Pbs I Nag Fbs I Mg Pbs Nag 12 50.0 60.0 50.0 60.0. 50.0 60.0 50.0 60.0 50.0 60.0 50.0 1160.0 50.0 60.0 50.0 60.0 16 50.0 60.0 50.0 60.0 50.0 60.0 50.0' 60.0 50:0 60.0 50.0 80.0' :50.0 60.0 50.0 80.0 24 50:0 60.0 56.0 60.0 50.0 66.6 60.0 60.Q 50.0 60.0 46.9 46.9 39:9 39.9 35.5 35.5 '30 50.0 60.0 50.0 60.0 50.0 60.0 60.0 80.0 50.0 60.0 45.7 45.7 39.3 39.3 33.9 33.9 36 50.0 60.0 50.0 60.0 50.0 60.0 50.0 60.0 60.0 54.4 141.2 60.0 41.2 37.1 37.1 33.1 33.1 ,! 50.0 60.0 50.0 60.0 46.9 46.9' -457 457141.2 50.0 41.2 31.8 31.8 28.4 28.4 25.7 25.7 54 50 0 60.0 50.0 60.0 39.9 39.9 39.3 39.3 37.1 37.1 28.4 28.4 25.3 25.3 23.0 23.0 60 50.0 60 0 50.0 60.0 135.5 135.5133.9 60.0 50.0 1 33.91 33.1 33.1 25.7 125.7 123.0 41.7 123.0 120.6 120.61 40.4 Daslon aressures for units aimed with 3116' annealed p"W-S atv I DESCMPTWN DAIS I APPROVED UPDATED PER NEW TESTING 10/28/09 I R L Mnmher of anehars fnr units anehersd usinn Rd 1.120 dismeterl enmman nail Lhk w idth (In) Unit w idth (hl) Height 12.0 10.0 21.0 30.0, .380. 1 Height 12.0 12 18 24. 30 38 48 54 80 0 F -Neq Poe Jambi H&S PeaNeg e Fes Hep Flee Nag Fes I te9 Rxs Hep Rb 1b9 12 50.0 60.0. 50.0 60.0 50.0 60.0 50.0 60.0 50.0 60.0 50.0 60.050.0 2 60.0 50.0 60.0 16 50.0 60.0 50.0 60.0 50.0 60.0 50.0 60.0 50.0 60.0 50.0 600 50.0 60.0 50.0 60.0 24 50.0 60.0 $0.0 60.0 50.0 60.0 50.0 60.0 50.0 60.0 50.0 60.0 50.0 60.0 50.0 60.0 30 50.0 60.0 $0.0 60.0 50.0 60.0 50.0 60.0 50.0 60.0 50.0 68.2 $0.0 55.4 50.0 53.3 36 50.0 60.0 50'.0 60.0 50.0 80.0 50.0 60.0 50.0 60.0 50.0 53.3 50.0 50.0 47.6 47.6 48 50.0 60.0 50.0 '60.0 50.0 60.0 50.0 58.2 500 53.3 50.0 50.0 45.0 45.0 41.7 41.7 54 50.0 60.0 50.0 80.0 50.0 60.0 50.0 55.4 50.0 50.0 45.0 45.0 44.4 44.4 40.4 40.4 60 50.0 60.0 50.0 60.0 50.0 60.0 50.0 53.3 47.6 47.8 41.7 41.7 40.4 40.4 38.9 38.9 p"W-S atv I DESCMPTWN DAIS I APPROVED UPDATED PER NEW TESTING 10/28/09 I R L Mnmher of anehars fnr units anehersd usinn Rd 1.120 dismeterl enmman nail M -h.. of -h- fnr units anehnrad ualnn as --A arrear Lhk w idth (In) Util w idth (in) Height 12.0 10.0 21.0 30.0, .380. 1 Height 12.0 10.0 1 24.0 30.0 1 30 0 48.0 54.0 60.0 (in) H&S Jamb H&S Jamb H&S Jamb HIS PambI HIS Jambi H&S Ijamb H&S amb NIS Jamb 12:0 1 1 2 1 2 1 3 1 3 1 1 4 1 1 4 1 1 1 5 1 10.0 t 2 2 2 2 2 3 2 3 2 4 1 2 4 2 5 2 24.0 1 2 2 2 2 2 3 2 3 2 4 2 4 2 5 i- 30.0 1 3 2 3 2 3 3 3 3 3 4 3 4 3 5 3 30.0 1 3 2 3 2 3 3 3 3 3 4 3 4 3 5 3 480 1 4 1 2 4 2 4 3 4 3 4 4 4 4 4 5 4 51.0' 1 4 2 4 2 4 3 4 3 4 4 4 4 4 5 4 60.0 1 5 2 5 2 5 3 5 3 5 4 5 1 4 5 S 5 M -h.. of -h- fnr units anehnrad ualnn as --A arrear GENERAL ALUMINUM COMPANY 1001 W. CROSBY RD CARROLTON, TX 75006 SERIES 1900/1970 ALUMINUM RECTANGULAR PW 60" x 60" DESIGN PRESSURE AND ANCHOR CHARTS ORA.N DMC No [v F.A. 08-00522 a 1 NTS OF GEN rig3 TATE OF ; u : ORN"' `�'`�� 11/"'s,ONA 11��3`�� Lhk w idth (In) Height 12.0 10.0 21.0 30.0, .380. 1 48:0 54.0. 00.0 (in) HIS Jamb H&S Jamb H&S Jamb NIS Jamb H&S Jamb NdS Jamb NIS Jamb H63 Pamb 12.0 1 1 2 1 2 1 2 1 3 1 3 1 4 1 4 1 18.0 1 2 2 2 2 2 2 2 3 2 3 2 4 2 4 2 21.0 1 2 2 2 2 2 2 2 3 2 3 2 4 2 4 2 30.0 1 2 2 2 2 2 2 2 3 2 3 2 4 2 4 2 380 1 3 2 3 2 3 2 3 3 3 3 3 4 3 4 3 480 1 3 2 3 2 3 2 3 3 3 3 3 4 3 4 3 SAO 1 4 2 4 2 4 2 4 3 4 3 4 4 4 4 4 S&O 1 4 2 4 2 4 2 4 3 4 3 1 4 4 4 4 4 GENERAL ALUMINUM COMPANY 1001 W. CROSBY RD CARROLTON, TX 75006 SERIES 1900/1970 ALUMINUM RECTANGULAR PW 60" x 60" DESIGN PRESSURE AND ANCHOR CHARTS ORA.N DMC No [v F.A. 08-00522 a 1 NTS OF GEN rig3 TATE OF ; u : ORN"' `�'`�� 11/"'s,ONA 11��3`�� Z . 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