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HomeMy WebLinkAbout1600 Park Ave 10-1247; ELECTRICAL AND PLUMBINGRECEIVED AUG 2 4 2010 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /o-/ 7Q 7' Documented Construction Value: $ 0• Job Address:./6&p J Historic District: Yes No Parcel ID• Zoning: Description of Work: ,4/X Plan Review Contact Person: Phone: Fax: IE -mail: Name Street: Title: Property Owner Information 194 44- Phone: Resident of property? City, State Zip: fo V a% / Contractor Information Name Phone: Street: Fax: City, State Zip: State License No.: _ Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Building Permit Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electric al* New Service — No. of AMPS: Mechanical (Duct layout required for new systems) F,„ tea.: . i r" V t No'hofStories' Plumbing t New Construction - No. of Fixtures: Fire Sprinkler/Alarm 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`, 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. o Signator of wner/A it Q Date 5;LW Print Owner/AQent' Name igUaturc of Nota -Stat f Florida Dat ENGINEERING: COMMENTS: Rev 11.08 1: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: PAUL STEVEN R SUMULONO Notary Public, $tate of Florida Commission# EE 14956 , My m. e ' r Produced ID 55'o244-07 Type of ID FLOQ VA p L 'vz{9-13 plZp 00(9 OSxI-o APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 1: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: 6 o o 921< •, SAN 'a2J L S H ( alcr 16:T to Ca rM 12!,i, r J fj - rnj COMP. 5HII,4LE5 OVER 15' FELT A S Tey •) OPJ 15/32' CDX OR OSB MIN. --- j /n/ rLJZ-4 T'/ OA./ PRE-ENGINEERED TRJS5 024* OAC. WMURRICANE ANCHOR HG%;!6 ON EA. TRUSS. SEE 5CHED. FOR TYPE 4 MANUF. PROVIDE BUILD. PAPER OR STEEL PLATE BETWEEN TFRU55 4 C-MiJ. VENTc,D SOFFIT E 1r l,>rVATI CEMENT TEXTURED FIN15H PRE -CAST SILL 8' CM.U. FM GRADE SEE ELEV. 5d COOLlwR NAILS OR GUJB54 l' O.C. FILLED LINTEL BLOCK W/ 16 5 CONT. W/25' SPLIe-E MIN P. G • G i aJ TEG v2- GYP 13OA.RD OVER P.T. F OF RING 2 4. z. 0-" ALUM. WINDOW OR FIXED GLA55 MAF.-ILE SILL 5 4 ROD IN FILLED CELL A5 PER FLOOR PLAN TIED TO CONT, ROD IN FOOTER 4 LINTEL ROD vP PLo-4 T GG SGA -8 4' CONC. SLAB W/ F1BERIESH EQU (OR W/6x6 10/10) OVER 6M VI5Q. . CLEAN, COMP, TEWITE TREATED pp FILL ACI .50_OA,' POCK (TYP) T.S. Chehal A3 Licensed Yrof6asional Engineer 531 S.,. S.R..434 Altamonte Springs, FL 32714 FAX(407)521-5434. PE. 0040748 - t 1 6 o o 921< •, SAN 'a2J L S H ( alcr 16:T to Ca rM 12!,i, r J fj - rnj COMP. 5HII,4LE5 OVER 15' FELT A S Tey •) OPJ 15/32' CDX OR OSB MIN. --- j /n/ rLJZ-4 T'/ OA./ PRE-ENGINEERED TRJS5 024* OAC. WMURRICANE ANCHOR HG%;!6 ON EA. TRUSS. SEE 5CHED. FOR TYPE 4 MANUF. PROVIDE BUILD. PAPER OR STEEL PLATE BETWEEN TFRU55 4 C-MiJ. VENTc,D SOFFIT E 1r l,>rVATI CEMENT TEXTURED FIN15H PRE -CAST SILL 8' CM.U. FM GRADE SEE ELEV. 5d COOLlwR NAILS OR GUJB54 l' O.C. FILLED LINTEL BLOCK W/ 16 5 CONT. W/25' SPLIe-E MIN P. G • G i aJ TEG v2- GYP 13OA.RD OVER P.T. F OF RING 2 4. z. 0-" ALUM. WINDOW OR FIXED GLA55 MAF.-ILE SILL 5 4 ROD IN FILLED CELL A5 PER FLOOR PLAN TIED TO CONT, ROD IN FOOTER 4 LINTEL ROD vP PLo-4 T GG SGA -8 4' CONC. SLAB W/ F1BERIESH EQU (OR W/6x6 10/10) OVER 6M VI5Q. . CLEAN, COMP, TEWITE TREATED pp FILL ACI .50_OA,' POCK (TYP) T.S. Chehal A3 Licensed Yrof6asional Engineer 531 S.,. S.R..434 Altamonte Springs, FL 32714 FAX(407)521-5434. PE. 0040748 - t BUILDING PERMIT APPLICATION Application No: j t— Documented Construction Vaiue: Job Address:' 1600 Ave- Historic District: Yes No Parcel ID: Description of Work: Plan Review Contact Person: Phone: Fax: Zoning: E-mail: Title: Property Owner Information Name t Phone: 1 j Qhs-- z/O 9 Street: do i Ap hkk AUP Resident of. property? City, State Zip: c)w faRP o4 -S ' L C' C e, Name Street: City, State Zip: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Name: -rs, ('I a1 Phone: 140 7 S,1- Street: Ss I S,,, SIP, H S y Fax: Yo 7 Ga I- 5 y City, St, Zip: j4AMdnAe_ CCQ"'W' 14 II E-mail: Bonding Company: Address: Building Permit I3 Mortgage Lender: Address: PERMIT INFORMATION Square Footage: 9 Construction Type: No. of Dwelling Units: Electrical New Service - No. of AMPS: Flood Zone: 14.*-Tsai..... :. ..:. ,. ..: •:" .. t.. :. No. of Stories: Plumbing New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) 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 T orlc or installation has commenced or m the issuance of a permit nd hat 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 cauditioners' 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 leased. of Owner/Agent / Date V/ J " Print Owner/Ag nt's Nameboc Si re ofNotary-State oa4mt& Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID ENGINEERING: FIRE: COMMENTS: _ M a A ?,r - o h e-cJ x o2 at-, /o c S 1c Qn Mini 1"ar i % , aA C1 Rev 11.08 se ib.Ck recL-40 n .-Id le -A,- y, o Colas k. r:n u. WASTE WATER: BUILDING: v>7J5ti6 rr 10.) 5tl -rJe y 60 s - sc ,16r,,P_.k ba. Se C) d 1 • , 1h i n / vYl tl S JAMCE IL NEW Now Pwft State of RoftJew . Co mtissi DD981891 My comm. e0as Apr. 13, 2014 Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID ENGINEERING: FIRE: COMMENTS: _ M a A ?,r - o h e-cJ x o2 at-, /o c S 1c Qn Mini 1"ar i % , aA C1 Rev 11.08 se ib.Ck recL-40 n .-Id le -A,- y, o Colas k. r:n u. WASTE WATER: BUILDING: v>7J5ti6 rr 10.) 5tl -rJe y 60 s - sc ,16r,,P_.k ba. Se C) d 1 • , 1h i n / vYl tl S Application lvo: l u - i fob Address: I C? Parcel ID• Description of Work: Plan Review Contact Person: Phone: CITU OF- SAN ORD CITY OF SANFORD Jam`, 'u Z010 BUILDING & FIRE PREVENTION PERMIT APPLICATION oc `}teaq C opst rucfion v4alalue: $- z -- 2V, 1 ue Historic District: Yes No Fax: Zoning: E-mail: Property Owner Information Title: Name 10soV De P!RLC a Phone: Street: 1010 de - Resident of property? City, State Zip:nRP Contractor Informati:o.n Name Plione: Street: City, State Zip: Fax: State License No.: Architect/Engineer Information Name: . .b Phone: 144 Street: Fax: q0_7 City, St, Zip: 711 E-mail: Bonding Company: Mortgage Lender: Address: 3,) ` pG ( 37 , % Address: PERMIT INFORMATION' Building Permit Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Electrical Flood Zone: New Service - No. of AMPS: Mechanical 11 (Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm 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 instatlation-ias_cemmencEd-pri.o-to_.the, issttance_of-a-Dermit- nd_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"Cvuuu vuci , c. 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 tol the require"ments 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. M)p"i of Owner/Ag t Date Print Owner/Agent's Name Si ure of otary-State a Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: K [v JAMCE IJ. RESSY Notary Pubk State of %ft InLTS Commission# DD981891 My comm. eVhs Apr. M3.2014 Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: K [v CITY OF SANFORD BUILDING &FIRE PREVENTION PERMIT APPLICATION Application No -- Rgz DocumentedConstruction Value: $ Job Address: ©2 cau Ave- Historic District: Yes No. Parcel ID: Description of Work: &qo. / Plan Review Contact Person: Phone: Zoning: Fax: E-mail: Property Owner Information Name IOn1 q 1Jt )o`Cp-_ Phone: 90 9 -qO % Title: Street: . R060 OcA_A9-ulHOP Resident of property? City, State Zip: 'SW 1;RP _ I Contractor Information Name Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: rs.). r l,c-6a Phone: 140 1- _C&S j Street: Fax: go 7 502 City, St, Zip: A H -Amo ; 1 rJr' E-mail: Bonding Company: Address: Mortgage Lender: Address: t rk• PERMIT INFORMATION ' r Building Permit Square Footage: -- Construction Type: No of Stories: No. of Dwelling Units: Flood Zone: Electrical Plumbing 1, ` A '. -. New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: n Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work orinstallation-has commenced prior to the issttancQ o.-a__oermit-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 -conditioner s' 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 iseleased. 31 n re of Owner/AgelV Date 1iUYt V/ Print Owner/Agent's Name Q 130o Si re of otary-State oa4mifa Date JAMCE M. REMY Notary POO, State of Roddy COmmissiondl DD981N1 My Comm. eghs *. 13, 2014 Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING:t UTILITIES: 7 ENGINEERING: COMMENTS: 4- K i - 0 hP41 S i cit... Rev 11.08:%. ck i - Cai& ! Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: 32— x -,28 L G t je- ct,-i /D Ccs holriJ/5 `i ,. ,7 0.1 5u f P r G1%%7 s M1 n % mu / % fY a yGu e si':.i ix t2 -k iiCZ.3i-.. cl c y ct t i+`.+ r n ivYlu..s Lz ,, r 7 /U Ci1Jc.c.a^ f / 5_` u! I'_. NV7QG P. L'/I^It. _ Ys'. . n•.. _ . CITY OF SANFORD F CITLDC G & FIRE PREVENTION RMIT APPLICATION Application No: Documented -Construction Vatue: $ , Job Address: 1 ' 4c .—Sp&ak Rsk Ave— Historic District: Yes No Parcel ID: Description of Work: Plan Review Contact Person: Phone: Zoning: Fax: E-mail: Property Owner Information Name To&).,l Di Oca(P (( Street: 0C) so City, State Zip: Sw ran C14 I Name Street: City, State Zip: Title: Phone: 140719 t%O 9 Resident of property? Contractor Information Phone: Fax: State License No.: Architect/Engineer Information 14 , eco Name: , ( i Phone: 1407 Street: Fax: go 5a "5 i3y City, St, Zip: } i-RMd; %%f % E-mail: Bonding Company: Address: 3, (o2rY = 'Z 2 7 12 Building Permit Square Footage: 99( No. of Dwelling Units: Electrical New Service — No. of AMPS: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical (Duct layout required for new systems) No of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Application is hereby made to obtain a permit to dothe, work, and installations as indicated. I certify that no work or instaItatio has commence_dri r to the, issuance of a perm'itiMi -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 CoRuitiouer s, 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 iseleased. /) re of Owner/AgeV Date Signature of Contractor/Agent Date IOYI % a Print Owner/Ag nt's Name Print Contractor/Agent's Name 130 Si re of otary-State oW4mtTa Date K RESSY J_ NOWNO POk State of R&Wa CommissIW DD981891 My comm. eghs Apr. 13, 2014 Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: 1N Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Page 1 of 1 Deen, Joy From: ADipace@aol.com Sent: Wednesday, July 07, 2010 5:48 PM To: Deen, Joy Subject: Re: Emailing: 10-1747.doc Attachments: property record DiPace.pdf Your office also needs this as my records are blocked. Thanks I should have everything by Monday. In a message dated 7/7/2010 9:58:09 A.M. Eastern Daylight Time, Joy.Deen@Sanfordfl.gov writes: 10-1747.doc>> The message is ready to be sent with the following file or link attachments: 10-1747.doc Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled. 7/12/2010 I Laie: juiy i, zviv Contact Person: Tony Dipace Contact Phone Number: Contact Fax Number: Contact E-mail Address: adipate@aol.com Building Permit Application Number: 10-1747 Project Description: Garage Job Address: 1600 South Park Avenue ARCHITECTURAL A-1. Submit two sets of roof truss engineering. A-2 Submit two sets of Florida Product Approval for windows and doors. STRUCTURAL S-1 Re: Sheet MECHANICAL M-1 Re: Sheet PLUMBING P-1 Re: Sheet ELECTRICAL E-1 Re: Sheet LIFE SAFETY L-1 Re: Sheet Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Joy Deen at (407) 688-5150 — x 5332 or fax to 407) 688-5152. You may also contact me by e-mail at joy.deen@sanfordfl.org. Respectively, Joy Deen Building Inspector / Plans Examiner NAN '(A PLASTICS CORP. PLASTpRO INC. 9 PEACH TRE. HILL ROAD LIVINGSTON, EW JErrSEY 07039 DIST04CTION SERIES OPAQUE FIBERGLASS DOOR INSI1MG / OUTSWING IMPACT' GENERAL NOTES I. this product has been evaluated ;Ind is Incompliance with the 2007 Florida Building Code FBC( structural requirements exdUling the "High Veloclty Hvnicane'Ione" (HVHZ):' 2. Product anchors shall be as listed pnd spaced as shown on details. Anchor embedment to base materloi shall be beyond wol dressing or Stucco. 3. When used In areas requiring wind oa ne debris protection this product complies with Section 1609.12 of the FBC and dc',es not requlre an Impact resistant covering. This product meals missile ledet'b and include; Wind Zone 4 as defined in ASTM E1996. 4. Far 2x,stud framing construction, ar Ichoring of these units shall be the some as that shown for 2X buck masonry construction. S. Site conditions that deviate from the details of this drawing -require further engineering analysis by a licensed engineer on, pgistered architect,. i TABLE Of COM MS SKEET DESCRIPTION I Typbcoielevallon, dot] ri pressures, & general noles 2 Door Panel delpYf 3 Hor:ontol cross sect on.. 4 Vedica ccron wc1lons 5 Buck and fmme ancha ng - 2X buck motor constnuctitm 6 Fro eanchon -.IXp ckmasorvyconshuctlon -- 7 BIN o moleriak' Com *Vrstt 37.50" MAX. OVERALL FRAME WIDTH •I lz ss'e 11 uS Mxt lr ej `•' u 4 INSWING 37.50" z 95.00 +65A =70.0 W", N.T.S. Un: m: AL m OMWING 37.50"x96.50" +65.0 •66.0 ON er. LPS 3 DVXNe NO-- FL-3030.1esFL.-3030.1 smmr —L orL OJ P NO r O O W 4 44 EXTERIOR ., p p.' d. INTERIOR 1 ORILO TAL CRQM SECTION .4 i 2 41 11,7,1' MAX. 3 OOOR PANEL W,DTN LONG EXTERIOR INTERIOR " 0.063° •—I--, 17 i ffiLElL_ 4S Oi 1 H d HINGE Si7LE ee rombrceinen e Uor PVC Wood rein orcemant Ed 0 46 0 km 2./ 1.20' Min- lz F+--.275' - .,,. , DAM 8/28/D8OE i IAiCH a HIWfiHSill6 42 P a IS - wAL 5CUoralUorPVCNylon66zveRTlcaLcRossSECTIONH.rs: ; 2 Duro. er AL m CHK BY.. LF5 ; FL -3030.1 0: n enen OF -7 E 1.1 /4" MIN. EMB. ITYP.) Z t n y442120CA T r10 %- a w INTERIOR_ 18 •- Ll 3 S 9 3 EXTERIOR 10 H Z Y a z E 3 ORII NTAL CROSS S C710N Shown w/i X sub -buck subsfllufing . 1 concrete screws tot wood screws per Section 1714.5.4.2 of the FBC 1.1/4'MiN. 1.1/4'MIN.. EMB. (TYP.) I D EMB. (IYP.) D 6 0.15" 0.15 C D C'SINK C•SINK I ? (TYP.) q 4 jTYP.I I W 20 21 21 20 ZZC, B D . Q— -4 40 7 INTERIOR INTERIOR C3 O ` $ C3 0 u w r28swTr / EXTERIOR EXTERIOR' l0 0 a . , 8 B K ° so" 'N,LS, E 3. OOowPdlshToown- Insswin9SK110N 3 OuttsovedapPt$( iCInswing CTION- SFT_ --30.30.1E oved --c 47 ca 3 O; v t. . 9 I" MIN. FF PM 1"MIN. FROM, _ MASONRY EDGE -`•-MASONRY EDGE -•-- TYF.I (TYP.) 2-1/2" MIN. FROM 2-1 /2" MIN. FROM MASONRY EDGE MASONRY EDGE TYP:J F d" • 0 Y d • • 1 A r4Q 20 m. v /jT 20 0 21 L 21 B EXTERIOR INTERIOR EXTERIOR INTERIOR 1VE ! 'AL CROSS SECTION, . 2 VERTICAL -CROSS SECTION 1 i3 Outswi 'g shown - ins Ing shownw/IX sutrbucksubstituting also 0p{Poved concrete screws fOrvmoe screws per Section.1714:5.4.2.of the FOC EXTERIOR INTERIOR EXTERIOR, INTERIOR 40 9 32 30 31 ,p o n •' 1 /2" MIN. FROM 2-1/2' NUN. FROM' 2.112" MIN. FROM 2• l /2" MIN: FROM DATE' 8/26/08 i ec4c N:T.S." r-- IVASONRY EDGE --.- MASONRY EDGE—+ -_ MASONRY EDGE—+— MASONRY EDGE —+- ewe 4rTYP.) (TVP.). (TYP.I (TYP.I CHK IN. LIS 3 3 VE TJ L'CROSS SE ON 4 VERTICAL CROSS SECTION aNwra wo q Out m colinguro on Inswing con urolion. iL-3030: f o OHM 4 or n 0 4' MASONRY IYP. HEAD N & JAMBS OPENING SEE NOTE I r TIP. HEAD & MASONRY JAMBS OPENING FRAME 2X BLICK.- 2X BUCK F SEE NOTE 2 rl 13 SEE NOTE 2 BUCK Mt:11 awl STRIKE JAMS FRMEANCHQRWO HINGE JAMB Masonry 2X buck construction 28coI. 1/4",Eico concrete screws anchorifig,',x buck require a minimum I" clearance to mosorvy edges, a 1-114" m1nimury) embedment and a minimum 4" clearance to od)dcent concrete scrs,, s. SLibstItutton of equal concrete screws from a different suppifer may have different edge distance and 9 carrier dislance.requIrements. Concrvie screw locodons.ot the comers may be'adjusted to maintain the'minAmurn edge,clTstance to mortarjoints. If concrete screw iccotbns noted as *A(,AX ON CENTER" must be adjusted to maintain the minimum sage distance to mortarloints, additional concrete screws may be required toonsvra!he maximum on center c0mension Isnot exceed . ad, OATV 8128108 00 -It N.T.S. 2. 114- FrW concrete screws anchoring hiorne and/or s4f requke a minimum 2-112" clearance to masonry edges, a 1-114"minimum embedment and o mintmurn,T'clearance to adjacent cpncrefe screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requiref pants. Concrete screw tocations atthe comers maybe adjusted to maintain the mfnk*num edge c9slomce to 2i mortar Joints. it concrete screw locoti iis noled as "MAX. ON CENTER"must be adjusted to maintain the minimum edge distance to mortarialnis, additional concrete screws may I be required to ensure the maximum on center dinnersion is notexceed6d. • LATCH L DEAD&OLT DEWL MING? DEWL exc, ff!-- AL' CHK. Dr. LFS DFAW4 NO, was -L OF G SEE NOTE 2 1 X BUCK p SEE NOTE I — G SEE NOTE 2 SEE NOTE I 27 LATCH & D£ADSOLT DETAIL' 19d 11 Oy O O SIWIKE JAMA FRAMEANCHORI/G HMEJAMS P m SEE NOTE I O TYr. HEAD & N JAMBS ASSONR SEE NOTE 'I 1 C3 OPEN tR C .J C3 NOTES: UJ i HINGEDETAIL g oiL a niihtmum 3"clearance. to odic :ent concretescrews. Substitution of equal concrete screws fromdltTerent supplier may have ditterent edge a. 03 FRAME — distance and center distance re Tuirements Concrete sciew locations at the comers may be adjusted to moinfoln the minimum edge distance N to mortor Joints, it conawfe scram locations noted as "MAX, ON CENTER" must 06adjusted to maintain the minimum edge distance to mortar 3araoN.T.S. Joints: odd gunal concrete scree. c may be required to ensure the maximum on center dimension is not exceeded. - S G SEE NOTE 2 1 X BUCK p SEE NOTE I — G SEE NOTE 2 SEE NOTE I 27 LATCH & D£ADSOLT DETAIL' 19d 11 Oy O O SIWIKE JAMA FRAMEANCHORI/G HMEJAMS m Masonry IX buck construction NC3 C .J C3 NOTES: UJ C3 L ' 1/4" ftW concrete screws onchd ng lame and/orsP require a mlritmum 2-1%2" cteatance to masonry edges; a '1-1 /4' minimum embedment and - - a g oiL a niihtmum 3"clearance. to odic :ent concretescrews. Substitution of equal concrete screws fromdltTerent supplier may have ditterent edge a. 03 aar 8 2B cedistanceandcenterdistancereTuirementsConcretesciewlocationsatthecomersmaybeadjustedtomoinfolntheminimumedgedistance to mortor Joints, it conawfe scram locations noted as "MAX, ON CENTER" must 06adjusted to maintain the minimum edge distance to mortar 3araoN.T.S. Joints: odd gunal concrete scree. c may be required to ensure the maximum on center dimension is not exceeded. - Semo. er AL 2. 3/16"ITWconOrefexrewsdnohryingfrom&and/orsN,require amhVmum2-5/8"clearoncetomasonry edges, oT-1/4"m6 mumembedment and sanconLFS NO- •. o minimum 2-1/4" clectonce to c,diacentconcrete screws unless otherwise. noted by concrete screw manufacturer. - . ' a - i. FL -J030.1 Ca sd II. K i 4.56'` ---•I I fes— 2.44'-,--h•-- 2.13" — J 4.56" T-1— 2.44'x— 41._POY &lamb tt i WUSTABtE fNSWlNO iHRE3MOlD I y_ R7 Tt/Qt' T u OJt C3 W a 8/28A sauc: N.T.S. ° a. er. AL o ax. en LFS 9 :>Z 0PA N0 N0.: 31 SUMP iNRESNOLO u A FL -3030.1 ° a CA): o° C3, O . S: 4 BILL OF MATERIALS 0 . TEMI DESCRIPAON MATERIAL A 1X BUCK SG->= 0:55. WOOD B O WOOD S II. K i 4.56'` ---•I I fes— 2.44'-,--h•-- 2.13" — J 4.56" T-1— 2.44'x— 41._POY &lamb tt i WUSTABtE fNSWlNO iHRE3MOlD I y_ R7 Tt/Qt' T u OJt C3 W a 8/28A sauc: N.T.S. ° a. er. AL o ax. en LFS 9 :>Z 0PA N0 N0.: 31 SUMP iNRESNOLO u A FL -3030.1 ° a CA): o° C3, O . S: 4 BILL OF MATERIALS TEMI DESCRIPAON MATERIAL A 1X BUCK SG->= 0:55. WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4" MAX. SHIM SPACE D 1/4"X2-3/4` PFH ELCO C jNCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN-,CONCRETECON_FORMINGTOACI 301 OR HOLLOW BLOCK ,;QNFORMING TO ASTM C90 CONCRETE F '.. 1/4"y 2.3/4'PFHITW COFICRETE'SCREW STEEL G 3/16'X3-1/4"PFHITWCC: NCREfE SCREW STEEL H - 1/4"x 3.1/4' PFH ITW CONCRETE SCREW STEEL ' 1 1/4"X2.1/4"PFHITWCOP.K:RETE SCREW- STEEL " J 1 /4" X 3-3/4" PFH ITW COt'RETE SCREW STEEL K L 9X2-1/?PFH WOOD SC REW 08X 2.1/2" PFH WOOD S',RYEr ! - STEEL STEEL M R8 X ?':PFH WOOD SCRP4- •4 - STEEL 7, FORCE S WEATHER STRIPE' G BY ENDURA- FOAM 8- COMPRESSION WE;TRP QLON 650 BY SCHLEGEL FOAM 4" R 4 BUTT HINGE TET3 R X PFH W5ODSCREs4 STEEL 9 X 3/44" PFH WOOD SCF W TEFLr2OKWIKSE1KEYEDENTRYGRADEDE2STEEL _ KWIKSET DEADBOL'T GRAI. 2 STEEL FINGER JOINTED PINE FRR ME, HEAD &HINGE JAMBS WOOD 1POLYHBER-JAMB .- COMP:/VINYL LATCH STRIKE PLATE STEEL 28 DEADBOLT.PLATE STEEL 30 INSWING VINYL DOOR B('.YT MSWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESH- LD ALUM./ WOOD 32 VINYL DOOR BOTTOM SVS' EEP #3628 BY HOLM IND, PVC 33 INSWING ADJUSTABLE THi SHOLO BY ENDURA ALUM, / WOOD 34 INSWING ADJUSTABLE ALt.;MINUM THRESHOLD BY DLP ALUM. / WOOD 40 DOOR'PANEL -SEE DOO 'PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN, 0.090" LICK) BY NAN YA FIBERGLASS 42 TOP RAIL_ . CELLULAR PVC 43 ` LATCH &HINGE STILE CELLULAR PVC 44 CONTINUOUS LATCH ANC:iHINGESTILE REINFORCEMENT WOOD 45, BOTTOM RAIL CELLULAR PVC 46.: POLYURETHANE FOAM BY NAN YA PLASTPRO POLYURETHANE 47 STILE STIFFENER STEEL 48 NYLON SCREW NYLON II. K i 4.56'` ---•I I fes— 2.44'-,--h•-- 2.13" — J 4.56" T-1— 2.44'x— 41._POY &lamb tt i WUSTABtE fNSWlNO iHRE3MOlD I y_ R7 Tt/Qt' T u OJt C3 W a 8/28A sauc: N.T.S. ° a. er. AL o ax. en LFS 9 :>Z 0PA N0 N0.: 31 SUMP iNRESNOLO u A FL -3030.1 ° a CA): o° C3, O . S: 4 Job.— Tama type Oa Ry 71DryNO001 8538 A 10118LE21 AirwU. JeefeefererrrJl ° ' . n BWJ&m SuPWFPM Mm.Inc: Thu Jun2414. 72010 Pug 180.0 ( 32 0 33.40 1 1-40 Sth. r p iF !i_i0,0 9', v:_v:vcv.v.v:v:v:v:v:v.v:r,.r:vtvev:v:v:v:v:vtv:v:v:•s;v____v.v_v:v_v.vcv.v»:v:r.v:v._v_.v.v.v:vcvcv_ Plata OtfsamP.03AQ-3-131 LOAD(N3 (pa9 BPACOM 2-0.0 Cal cm in (bel Wei Lid PLATES ORiP TCLL . 20.0. - Plems fnereose: .1.26 TC 0.14 V"LL) -0.01 21 dr 180 - Mi2D .. 24090 TCOL 7.0. Lumbsrlrorame 125 Be 006 Vwl(Ttj -0.01 21 nrr 120 BCLL 0.0 Rep Stress Irwr YES Will 021 hlors(TU 0.02 2D we mm BCOL 10.0 Code FBC201071TP12ON OOerbr) Wird(LL) 001 21 Nt 120 Weight in )b LUMBERBRACM TOP CHORD 2 X 4 SYP No.2 TOP CHORD- &suotwsl wood sheatlrrlg draft opood or 60.0 oc purine ' BOT CHORD 2 X 4 BYP No.2 BCT CHORD Rigid exaing dVW* applied or.1000 oelrrodrg. OTHERS 2X45YPNa3 REACTIONS A11 borinpv 32-0.0. Qb). Max Hem2o.141(LC8) , Mot UuM a1 uplltt IOD [bar area eap,nt(s) 220. 30.91, 33, 33,34, 38, 38.28, T7, 26 A 24, 23, 22. Max Oren All nmctI r4 200 b a lasad)oht(e) 2 20.29.30, 31, 32, 33.34, 36, 90, 25, 2/,29.25.24,23, 22 PORCES (Ib) . Mu Cemp.Mer. Ton. - AN %rem 250 (111) or lees errcepewtren show. TOPCHORD &101--17 284,1011=-3?=,11.12a97/962,12-13=- 04 NOTES (11) 1) Unbalanced rad We Issas baro troerl wllsi wW far dee do*. Z wino ASCE 7-M 120mph ameand Wg; TCDL=4.b%I; BML= LOpd;1=291, Cd Il; torp 9: &Wos* MWFRB (bw-rtes) ala C.0 EYwwM wig oantdwor left end right ampmed ; end vaftw bR arwd noM etpoeedOC far mew4m andiorom A MWFRB tar tee 11 shwRa Lumbar DOLr1.8Dpits gap DOLa1:EO 9) Tross daogrred far vMd beds le the plerr9 d 6w true° only. For wide apmed to wlnd (m mol to the faas), s® MRek *Smndmd Gable Era DoW 4) As requested, pow trovo rot boon dealgned toj mvlde for 0awnp. to rwloas or mqh hard" end erection eorWRfont It iF the rcomwItllhy d the teorkasarm imroeie plane dim to oamrmt fpr 010!0 fY*m S) AI plam oro b4 Mf20 unbsc athwA4w Imlmrod: 01 OaVo raqui m cmdlrusrm tr wm chord 1toift, 7) Gable aerie speed atZ434 00. W This buss has !teen deagned for a 10.0 p4f bosom shard W bad hanmelev erewah any CM ivv loads. IO' This term hm teen 0@*r bdfar a dvv imd d 20.Opaf an fna ttodem chord in all areae whores rwongis 38011,011 by 140 wido VA f3 babeeen the bmm trod arra any dhor marnbers, Wm SCOL leow. 10) Provide r wAlanitel aanro *on (by others) d trues b bWhV pleb capable d vdtlmtard ng 100 lb WM stplerts) 2.20.30, 311,3Z 33.34. S& 38, 28.27, 26, 25. 24, 23.22. 11) Sngn:38228, 0=52Sr2010 LOAD CAMS) 9targard oasmaf>®® p•a• 161 CE SE °•oe sLTAMONTE SPRINCO, PL. 52714 PHONE: (407)601-917 A 46/R 'ON eW tea00ruul Yva) Y\aiYr- — - Y'9 wd;9ti of olo.i 8 'Ing r 1 - v b al In IE , ate tl _ N 13 ,. s roMA we= '1 Y= y.. ypiR1WN8= ata f/s 560 11011-0-421.1.12 26SB 32-0-0 ss- 1 33.1 FiWoOflmm 61.11 OSI 41 OA -0 a1 Qa1.11 ,4 •1 a1- S ,., 14) LOADING 4" BPACINO 2.60 CSI Df8 In. (lory, tMdl' Lb PLATL°d GRIPTCLL20.0 Pham Inereeee', 1. TC 0.79 VagLl,) 4.00 1415 x044 300 MT2o '' 244MODTCOL7.0 Lunlaerlr4r=w 1.29 .86 0.03 Var1(Ty 4071415 094 240 MT20H 187n43 8CLL" . 0.0 RepSinealtw YES WB 0.90 Haz(rl) 0.11 10 Ns Mb10.0 Case FBC200 IM2002 pda>r6-bq M4nd(LL) 0.341445 '.14M 240 VYoghk tarb LUM82f1 BRACIMp TOP CHORD 2 X 4 8YP No.2 TOPCHORD " SyaWurd wood sham I dvaady applied or 302 co purlinsT22X0SYP2400E2OE' BOT WORD RgldcalINdm* opoodor2.2.0awft. SOT CHORD 2 X 4 SvP Np.2'Exoapf 12; 2XOSYPNo.2 W1DN 2X48VP,Na3 REACTIONS (WO&B) 18o150ylao-0; (mtn 61.14);" 1=1b8°JA}O-0 (rwn :o1 -1Q Mea Mors1s=140p ,7) msx UPUMOd207(LC 7). 21a-207(LC 0):' rORCE$ Oki; Max. Compl ' Ton. -AM fMM 250 (Ib) or bas exam %*en slum. TOPCHORD ''X10=1892/790,s10 3T1W119B.346TA101000:C0=167SIBBl,S b16H998,`&706061GX74)=10QM,W-241LOW. s>??+.27rs1,1 eB.10-22-IMM BOT CHORD 18.20-01=11% 17.20s.ppBlSg28.1b17 911/ 641,16.1 8102449 141g=241R013.19.t4a:816J244361b132-Mv g1, 12-2316,0130M 21-23168=0110WEBB5-f-- V SZ, 4.1541021828, 6-1 *:,IOWA $16=-8011424, 0.141LWA25, Z19a.144WM,10.20= 213r9D2,1e.1p-324 ,, 2.20.161=111,1a21=04W21,22-23r-2191301, 21.2--310!048. 162Sa•1b11110W NOTES (10) 1) Unbowvod and We loaee halve boar donaldared for MIS dosism 2) VV1nd: ASCE 746;13WO M4eeond pueq; TCDL=4.2W. BCOLORO W, h=299 Cat. It Emp W 4,46464, MWFRS (pw-riwj and CC 8oe WM sono candbva left and MON 4xposed: and verbal t41t end roht expoaegC.0 for mombere androraw O MVVFR8for reecIorp ihdm Lumber 001.e1M plow 90p OOLot-00 3) As requeeted, pwft have not bom deuOnod b orwlde to plow *4 tol®tdnaes or iaph hand6lp and erealmr mmdkim& Slane reoprort, pW at" febdcaeor b irxxoew plate elkm i9 awarntfor tlfede MGrQfs. 4) AM P'1s1so me Mi20 places unlasc odferrMae ImOkdA9d. " 8 Thle mea hes been deel0ned for a 10.0 psf b* m dud We bed nmMmun" with my eller We ftft 8I This him hes been wo4rad fa a We Joos or 20.Opsf on du bolo dtwd in 0-0 mem v4,ero a roobugk 360161 ty1-0C vrlde w91k Oeeesstl V0- bin dltord and any oflor ,ambers: 7) B@bm aln s bve ftd (W.0134 sad dwfWW bottom chord Dead"bad (0.0 PO espied any b room 14:15 O) Prwkle m+eNraniaal oomxoa+ (tiy mrersj of buee to txiarh0 pleb oepabb of vr1 100 b uplGt at)Oirtt(s) except Oa' 18:+287, 21=207. 0) ATTIC SPACE 8 4OWN IS NOT DEBi0NE0 FOR MUMAN OCCUPANCY OR TO Be USED AS A FLOOR 10) Sega 38291, Dats'.YASWO LOAD CASRS) Mortdard o aesooe speOpepsse E• LICE O© 3 0-•o UVU STAB OF MON7A CONSULTING k DMON _ j O O.. OF a ASSOCIATES, O. "" %04 B ap©° egg 22 . oP TMONT BATE SUr 0170- JUN 1420108E2S. 9E5'[ltONTft DME, surd:" trio aoOefDoo ALTAMONTE SPRMS, FL. 32714 PRONE: (409)991-1917 ON wWV9ti O,l OIOZ 8 l .. . July 6, 2010 Paul B Bordenkircher 1610 S. Park Ave Sanford Fl 32771 City of Sanford Planning Departmet I, Paul B Bordenkircher owner of the property located at 1610 S Park Ave which is adjoining to the property at 1600 S. Park Ave am in agreeance with the proposed garage structure and standard property setback of 7.5 feet from my property line. Y Paul B Bordenkircher Anthony F. DiPace 0 MAP OF SURVEY DESCRIPTION LOTS i i5 LFSS r rE .ST:. oof Ei T E EoF, s IVFD,Q1 NEi`TS Q DDiTion/ AS RECORDED IN PLAT BOOK 2 PAGW-63, PUBLIC RECORDS OF SEMIN47ZE COUNTY, FLORIDA. oa I Q I 0 of I _ Z 10 lbQ4 y 3Z h ' 7;VQ(-2) 5771- 4019RESS 401600, 05 o N QI \ v aM 0 N to. s oRGN l 1. o tiC Z/= h woo STEPs Q' covc. W,44X o. CITY OF SANFORD - BUILDING PLAIN REVIEW PLANNlPlGMAINIOEVOPPu?EidT SERVICESAPPROVE DATE "I - l C K- + moa 0-1f13'l M cma ers fore THIS SURVEY MEETS THE 'NININUN TECKCAL STANDARDS' AS RE:Ui12ED Y VWTER 'GIG17-6 FL13RIDA BOARD OF SURVEVIRS.IND•NAPPER RRIN TO SECT0,47W, TLMO VATURM n SLIE VV, SAPP, PSM IS SFiGaCi Nib ltrQU fA OF 11tt UO t!<11SE1 t4 nL V MI I kof/,o V) 4 lace_ jai 4 32 x z8' NG El ISE /NC. 9/0 Sl/rP l'Or S 721 VIRGINIA DRIVE OrLcmdo, Florida 32803 407) 895-1727 CERTGICATE OF AUTFOIZATIOq LII 6721 c, 1 i4_ s ode "ck. &G , 7'rear iic - r°ACKxo urm ar - Commm eiowama ccoulAw cowcfjm- mmimy mr - o*4w uwx: FE " cowc - comcanr e -CmMLAhmu COMDRAc of DFvp6w -Mto" ow Dawmy cuffcar _ E=X orar .win F= now AWN fca• w -waw noo tress - 111. - 11[TK ihCl1 Nfti - IiLL-tr-.06K OL - oM tA[ os - .ora Or OEM" roc - rover or: card* rx• - . owr or `curwn ms - w000 ADIM rr - Towne .w a - new ur -.vmim EAKWEW, FESSK*Ak SUOWYM *.uw Mt,10 ®V Q lJ lDA7VY DESCRIPTION LOTS /4i ;" r ESS T E Sr:. oOF ET T PEDf, S YFD,QD NE/6TSJOD1T/D1/ AS RECORDED IN PLAT BOOK 2 PAGE6763, PUBLIC RECORDS OF$fjyJINOLECOUNTY, FLORIDA. o o/ 81 Q' 10 70- softQ dG.S' Za.ol 7zYo(2> STy' . wa K a s.o 6.o, iE 9EYS0/ 606N co, ti /ZoZ" ti G.g poRcN ll.o' °b WOO 0 Sj£,oS N Q' Cavc. X,,44X o. 010 / SDAR K 6o•F{fW 115 4. 2%;4VE1-2 r1µg BOUNDARY AND LOCATION SURVLY CLK 1 IV I LU l u lh of 012L,CJ. [K.. di " /Ou ,r c ci. c...;.. 7 e ara . 2T .le. li sfCo.. RATE MAP M0. I Z Z;9 :, FLORIDA. THIS SURVEY MEETS THE 'MDIIMUM TEDINICAL ® % % q c - OCK of cum IAWSTANDARDS' AS REOF SUI'V ORSCWTERAN 61617- 6 l/I C SC CS,c - °"` Qm W - c*K act FLORIDABOARD. DI' SURVE`iURS'kllD"MAPPERS Le Rnm TO SECTO GW FLWIA VATMI AS c - oo mvrmy mm _ OL & omc R roc - roPOWor omaexrrro+ ecpCLF 00W LAW MCE PON mw w erwaam cou- ° P iw acvc - rover of upon 7$ f VIRCINJrA DRI VW - oorn3aM _ PW i Oirta tido. Flog-ida 3ZB03 LESLiE S4PP, P:SM.# ` = cnmwa+ w - " rmr W 1IIJa 1F1i l( SlfiYi Bi fK if iF119tD, (4 07) 8 95 —172 7 r - , , SFA If TA ft= UM W616 WW CEkTWOTE fr AT1T CMZATM LBO 6721 su - n a[saow¢ wa eiaa t From: i Certified By ter il n aM IT Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated, Date Pending FBS Approval Date Approved summary of Products FL #, model; Humber or Flame 9262.1 IMIlestnne Series 1000 SH lumits of Use Approved for use in HVMZ: No Approved for Lis outside HV_HZ: Yes Impact Resistant: No F Design. Pressure: +55/-55 Othem.1) H7LC55 53x84.(KCI CAR 279-123) 2) I MILESTONE Series 1000 Non impact Resistant Aluminum Single Hung: Windows have not been evaluated for use in,High Velocity Hurricane Zones Broward and Dade Counties). - 9262.2 Milestone Series 1000 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ Yes Impact Resistant: No I Design Pressure: +45/-45 s. I Other: 1) H-LC45 53x84 (KCI. CAR 279.124) 2) MILESTONE Series 1000 Non -Impact Resistant Aluminum Single Hung Windows have not been evaluated for use in High Velocity Hut: icane Zones Broward and Dade Counties) 9262.3 Milestone Series 1000 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pr essum +4S/-45 Other: -1),H-LC45 53x84 (KCI CAR 279-125) 2) MILESTONE Series 1000 Non -Impact Resistant Aluminum Single Hung Windows have not been evaluated for use in High Velocity Hurricane Zones Broward and Dade Counties). 9262.4 IMilestorie Series 1000 SH 07/08/2010 09:29 #001 P .UUM A Method 1 Option A 05/09/2008 05/09/2008 05/12/2008 Description Milestone Series 1000 SH Aluminum Non -Impact Window with: Hi -Sill, Certification Agency Certificate FL92_fii R1 CCA C" r27-' Z3C."+R.rdf Quality Assurance Contract Expiration bate Installation Instructio-s FL -92621 R1 TI SH FLEX20100 `NonImpact InstallDwas.Dd i Verified By: Robert]. Amoruso,, P:E FL PE No. 49752 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Milestone Series 1000 SH Aluminum Non -Impact Window with Std=Sill Certification Agency Certificate FL9262.R1 C CAC 279=124CAR.pdf Quality Assurance Contract Expiration Date Installation, Instructions FL9262 R1 II SH FLEX20100 NonImoact InstallDwgs.odf Verified 'Byi Robert I., Amoruso, P.E..FL PE' No. 49752 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Milestone Series 1000 SH Aluminum Non -Impact Window with Std-Sill'or Hi -Sill with ,IG Glazing Certification Agency Certificate FL9262 'R1 C CAC 279-125CAR.adf, Quality Assurance Contract Expiration !sate i Installation Instructions FL9262 RI Ih. SH "FLEX20100 NonImoact InstallDwas.i)df. Verified By; Robert]. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Milestone Series 1000 SH Aluminum Non -impact Window i tfn /hxrtxnst flnyMn1,tzilriinr, nrn/nrh%r nnn Atl 711'217f1110 rrom: Limits of Use Approved for use in HVHL: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: '+45/-45 Other: 1) H-LC45* 53x72 (KCI CAR 279-157) 2) 11ILESTONE Series 1000 Non -Impact Resistant luminum Single Hung Windows have not been valuated for use in High Velocity Hurricane Zones Broward and Dade Counties). 1262.5(Milestone Series 1000 SH Limits of Use Approved for use to HVHZ: No Approved for use outside' HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 1) H-LC50* 53x72 (KCI CAR 279-126) 2) MILESTONE Series 1000 Non -impact_ Resistant Aluminum Single Hung Windows have not been evaluated for use in High Velocity Hurricane Zones Broward and Dade Counties 9262.6 Milestone Series 1000 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No ` Design Pressure: +35/-35 Other: 1) H-LC35* 53x72 (KCI CAR 279-i27) 2) f BILESTT ONE Series.1000 Non -Impact Resistant luminum Single Hung Windows have not been valuated for use in High Velocity hurricane Zones Broward and`Dade Counties). 9262.7 Milestone Series 1000 SH- t.imits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: 1) H-LC30* 53x72(KCI CAR 279-403) 2) i MILESTONE Series 1000 Non -Impact Resistant Aluminum Single Hung Windows, have not been , evaluated for use in High Velocity Hurricane Zones Broward and Dade Counties). 9262.8 Milestone Series 1000 SH i Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes 1 Impact Resistant: No Design Pressure: +45/-45 I Other: 1) H-LC45* 53x63 (KCI CAR 279-170) 2) j MILESTONE Series 1000 Non -Impact Resistant Aluminum Single flung Windows have not been i evaluated for use in High Velocity Hurricane Zones Broward and Dade Counties). 9262.9 Milestone Series 1000 SH Limits of Use Approved for use in HVHZ: No ui/ud lulu LN:Zd AIUU1'r.WR /u14 Std -Sill tification Agency Certificate 9262 R1 C CAC 279-157CAR.odf iaiity Assurance Contract Expiration Date Verified By: Robert 1. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Evaluation, Re -ports Created by Independent Third Party Milestone Series 1000 SH Aluminum Non -Impact Window with Hi=Sill Certification Agency'Certificate FL9262 .R1 .0 CAC 279-126CAR.odf, Quality Assurance Contract Expiration Date Installation Instructions FL9262 R1' 'II SH : FLEX20100 'Nor Imoact _ InstallDwas:c Verified By:. Robert J. Amoruso, P.E. FL PE No. 49752 Created. by.Independent Third Party: Evaluation. Reports Milestone Series 1000 SH Aluminum -Non-Impact Window wI th Std --Sill or Hi -Sill Certification Agency Certificate• FL9262 RI C CAC 279-127CAR.Ddf: Quality Assurance Contract Expiration Date Installation Instructions FL9262,R1 II SH FLEX20100 Nonimoact Instai0was.ud Verified 3y: Robe,, J. Amoruso, P.E. F -L F_ No., 49752 Created by Independent,Third Party: raivation.Reporu ' Created. by Independent Third, Partys 4ilestone Series 1000 SH Aluminum Non -Impact Window vith Std, -Sill or Hi -Sill Quality Assurance Contract Expiration Date, Installation Instructions FL9262 R1 II _SH FLEX20100 Nonlm act InstallDw s.Dd Verified By: Robert). Amoruso, P.E. ;FL PE No. 49752 Created,byIndependent Third Party: Evaluation Reports Createdby Independent Third Party: , Milestone Series 1000 SH Aluminum Non -Impact Window vith Std -Sill ertification Agency' Certificate FL9262 R1 C CAC 279-170CAR.pdf 2uality Assurance Contract Expiration Date By: Robert J. Amoruso, P. E. FL PE No. 49752. by Independent Third Party: on Reports by Independent Third Party: Series 1000 SH Aluminum Non -Impact Window tion Agency Certificate tp://www.floridabuilding.org/pf/pr app _dtl.aspx?paxam—vGEVXQwtDquT%2f2na%2bkbTf9xsvFQ1ul... 7/13/2009 I from: w/uti/'Lulu vy:jJ #J1 r.w4/ui4 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. No Design Pressure: +55/-55 nstallation Instructions Other: 1) H-LC55* 53x63 (KCI CAR 279-128) 2) FL9262 R1 II SH FLEX20100 NonImoact InsrallDwas. MILESTONE Series 1000 Non -Impact Resistant Verified By: Robert 3. Amoruso; P.E. FL PE No. 49752 Aluminum Single Hung Windows have not been Created by Independent Third Party: evaluated for use in High Velocity Hurricane Zones Evaluation Reports Broward and Dade Counties). Created by Independent Third Party: 9262.10 (Milestone Series 1000 SH (Milestone Series 1000 SH Aluminum Non -Impact Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL9262, R1 C CAC 279-128-ICAR.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +50%50 Installation Instructions Other: 1) H-LC50* 53x63 (KCI CAR 279-128.1) 2) FL9262 R1 II SH FLEX20100 Nonimoact InstallDw MILESTONE Series 1000 Non -Impact Resistant Verified By: Robert J. Amoruso, P. E. FL PE No. 49752 Aluminum Single Hung Windows have not been Created by Independent Third Party: evaluated for use in High Velocity Hurricane Zones Evaluation Reports 9262.11 Milestone Series 1000 SH Milestone Series 1000 SH Aluminum Non -Impact Window with Hi -Sill Limits -of Use Certification Agency Certificate Approved for use in HVHZ: No' FL9262 RI C CAC 279-128-2CAR.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +45/-45 Zristallation Instructions Other: 1) H-LC45* 53x63 (KCI CAR 279-128.2) 2) FL9262 R1 II SH FLEX20100 Nonlmoact InstaliDwas MILESTONE Series 1000 Non -Impact Resistant Verified By: Robert IAmoruso, P.E. FL PE No. 49752 kluinirium Single Hung Windows have not been Created by Independent Third Party: valuated for use in High Velocity Hurricane Zones Evaluation Reports Broward and Dade Counties). Created by Independent Third Party': 1262.12 IMikstone Series 1GW SH IMBestone Series 1000 SH Aluminum Non -Impact Window Limits of use Certification Agency Certificate Approved for use in HVHZ.• No FL9262 R1 C CAC 279-404CAR.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistants No Deslgn Pressures +40/-40 installation Instructions Other. 1) H-LC40* 53x63 (KCI CAR 279-404) 2) FL 9262 R1 II SH FLEX20100 Nonlmbact-InstallDw MILESTONE Series' 1000 Non -Impact Resistant Verified By: Robert 3. Amoruso, P.E. FL PE No. 49752 4luminum Single Hung Windows have not been Created by Independent Third Party: valuated for use in High Velocity Hurricane Zones Evaluation Reports Broward and Dade Counties). Created by Independent Third Party: Series 1000 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Other. 1) H-LC45* 37x72 (KCI CAR 279-171) 2) MILESTONE Series 1000 Non -Impact Resistant Aluminum Single Hung Windows have not been evaluated for use in High Velocity Hurricane Zones Broward and Dade Counties). ies 1000 SH Aluminw i Agency Certificate C CAC 279-17'1CARa trance Contract'Exp Instructions Non -Impact Window Date Verified By: Robert 3. Amoruso, P.E. FL PE No. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 9262.14 Milestone Series 1000 SH Milestone Series 1000 SH Aluminum Non -Impact Window with Hi -Sill Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL9262 RI C CAC 279-129CAR.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +60/-60 Installation Instructions Other: 1) H-LC60* 37x72 (KCI CAR 279-129) 2) FL9262 R1 I1 SH FLEX20100 NonImoact InstallDwas od tp://www.floridabu lding.org/pr/pi_app dtl.aspx?param—wGEVXQwtDguT%2f2na.%2bkbTf9xsvFQlul... 7/13/2009 f-rorn: u//w/zuiu uy:uu ,#uui r.wo/ui4 MILESTONE Series 1000 Non -Impact Resistant Verified By: Robert J. Amoroso, P.E. FL PE No. 49752 Aluminum Single Hung Windows have not been Created by Independent Third Party: evaluated for use in High Velocity Hurricane Zones Evaluation Reports Broward and Dade Counties)- Created by Independent Third Pa 9262.15Milestone Series 1000 SH Milestone Series 1000 SH Aluminum Non -Impact Window i with Hi -Sill Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL9262 P1 C CAC 279-129-SCAR.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No. Design Pressure: +55/-55 Installation Instructions Other: 1) H-LC55* 37x72 (KCI CAR 279-129.1) 2) FL9 62 II SH FLEX20100 N nIm act In IIDw s. d MILESTONE Series 1000 Non -Impact Resistant Verified By: Robert J. Amoruso, A.E. FL PE No. 49752 Aluminum Single Hung Windows have not been Created by Independent Third Party: evaluated for use in High Velocity Hurricane Zones Evaluation Reports i Broward and Dade Counties). Created by Independent Third Party: 9262.16 Milestone Series 1000 SH Milestone Series 1000 SH Aluminum Non -Impact Window with Hi -Sill Limits of Use Certification Agency Certificate Approved for use in HVKZ: No FL9262 RI C CAC 279-129-ZCAR odf Approved for use outside i-VHZ: Yes Quality Assurance Cont, act Expiration date impact Resistant: No Design Pressure: +50/-50 Installation Instructions Other: 1) H-LC50* 37x72 (KCI CAR 279-129.2) 2) F 2 RI II SH FLEX20100 Nonimpact nstailDw s. d Verified By: Robert J. Amoroso, P.E. FL PE No. 49752MILESTONESeries1000Non -Impact Resistant Aluminum Single Hung Windows have not been Created by Independent Third Party: valuated for use in High Velocity Hurricane Zones Evaluation Reports Broward and Dade Counties). I Created by Independent Third Party: 9262.17 Milestone Series 1000 SH Milestone Series 1000 SH Aluminum Non -Impact Window ith Std-Sil! or Hi -Silt IfLimits of Use J e.- lr2e7. • rtificaticn A_er+--: Certificate M el n1 ,^ rAr »n AnCrAD .-.16: 1' Approved for use outside Ne?Z! Yes Impact Resistant: No Design Pressure: +45/-45 Other: 1) H-LC45* 37x72 (KCI CAR 279-405) 2) 4ILES'ONE Series 1000 Non -Impact Resistant lluminum Single Hung Windows have not been evaluated for use in High Velocity Hurricane Zones Broward and Dade Counties). Quality Asstbrar+_ce Contract Expiration Bate InstallaL{ors Instructions Fr 9262 R1 II SH FM0100 NonImpact InstallDw Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by.Independent Third Party: valuation Reports Created by Independent Third Ra[k next DCA Administration Department of Community Affairs Florida BvRWng Code On11ne Codes and Standards 2555 Shumaid Oak Boulevard Taflahassee, Florida 31399-2100 850J 487-1814, Fax (850) 414-8436 0 2D00-2005 The State of Florida. A8 rights reserved. Copyright and Disclaimer Product Approval Accepts: M 12 t.[r •tl40 Bohhyj tp: //www. floridabui lding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquT%2f2n a%2bkbTf9xsvFQlul... 7/13/2009 c_ 4 6 \ SEAL BETWEEN WINDOW FIN & SHEATHING Z (Note 2.0 6 2.0.11) 00C] SHEATHING BY OTHERS STUCCO BY OTHERS I.'. It PERIMETER ` SEAL BY OTHERS Note 2.o & 2,c.11) ti BUCKRAM HEIGHT (F.H.) BUCK O\ HEIGHT dB.H,) PERIMETER SEAL BY OTHERS Note 2.o STUCCO BY OTHERS SEAL BETWEEN WiNDOW FiN L SHEATHIN[ SHEATHING ate 2.04 & 2,C.I1) BY OTHERS FRAME WIDTH (F.W,) BUCK WIDTH (B,W.) ` SHIM A1, REG -D, — Note 1.10 \ PERIMETER SEAL — BY OTHERS Note 2,04 & 2,c,g) STUCCO BY OTHERS STRUCTURAL BUILD DOWN BY OTHERS Note 4,b) SHIM AS REVII, Note Lb) l_ i 1/4' MAX. SHIM SPACE 10 0j SECTION A -R0.000 INTERIOR II IOR f FINISH BY OTHERS vi TWO BY WOOD BY OTHERS W (Note 4.1o) 1/4' MAX. SHiM SPACE TWO BY VOOD BY OTHERSF/111— ( Note 4.b) V MIN. EMBEDMENT Wood Screw) 7 RING BY OTHERS SEAL BETWEEN L WINDOW FIN 9 8 & SHEATHING Note 2.a & 2.c.11) SECTION B -B GENERAL NOTES 1 to 18) Sae General Notes Drawing f LEM100, Shed 1 & 2. A) Milestone Sarlas 1000 Single Hung Radius Head Aluminum Window Is shown. Also applicable. to Milestone Serles 1500 and 2000 Single Hung Radius Head AluminumWindows, a) Wawbtg applicable to Non"Impatt Resistant glazed windows. c) Production Glazing may differ from that tested as allowed by ANSUAAMA/NW WDA 101/1.S..2, 101A.S. 2/NAFS or AAMA/WDMAJCSA 10VI.S. 2/A440 and applicable Building Code. Sae Note 12 and 13 on Drawing FLEX 20100 for further detalls. A(D) For Fastener Quantities and Spacing see Sheat 3 & 4 of this drawhrg. Sea Note (H) regarding deviations. E) Wood screwand nail withdrawrealvaluesusedtogeneratethefasteningrequirements abasad an Spruce -pine -Fur with a Spedfle Gravlty of O.So. See Note (H) regardlnq: deviations. F) Wood Or tapping screw edge distance measured from edge of wood to centerline of wood or tapping screw must meet or exceed V. Minimum size and embedment per Parts Ust See Nate (H) regardinq deviations. 0) Nall edge distance measured Mom edge of wood to centerlate of nag must most or exceed 9/16' or S times Shank Diameter, whichever Is larger, Minimum size and embedment per Parts Ust Sea Note (H) regarding davladons. H) Any deviation tars than the minlrmon requirements stated must be approved by the manufacturer or engineered by "other' Design Profe4donal In accordance with the applicable Bulking Code and Product Approval. I) All field sWpgad holes In the frame (If requlrad) will be 3/16" In diameter for d8 wood Screws or the shank diameter of the nag rounded up to the next standarddesignationdrillbiosize. 3) Wood Screws and I4ells RALL NOT be mixed to fasten the frame assembly, Centerline of PABRENER INSTALLATION INSTRUCITONSIELF)(22120 eta WOODSCREWSL L) See sheets 3 & 4 fbr til Woad Screw installation fastener chert. L) u8 Wood Screw must tie of sufficient length to achieve minimum embedment of 1" Into the two by wood framing. 14) See Detail "A" for approximate location of the woad screw on the attachment an. N) Wood screws chal not be used to fasten assembly Into ad grain of woo& NAILS: 0) Nails shall meet the followkg requirements; 0.113" diameter or greater, suffiderit length to achieve minimum embedment of 17/8' into the two by wood haming (generally, nail 2 3/6"Iength or greater shag meet this requirement), and helical (screw) or annular (ring) shank style only. P) 1411nufatt4Xere nags meeting these requirements are (but not limited to) the fallowing: Posloda deformed shank nail, No. 404947,404S37,6%111 and 650148. Duro-Fast defamed shank nail No, 325, Q) Spacing of Mals shall be; 4" from each comer of the heed, sill and jambs, and evenly spaced between cdrner IkWeners and not exceeding the folowing D.C. spacing a) 6' D.C. spacing fbr the Jambs & 8' o.. spacing fair the head & all at 61 PSP to 70 PiF, Or b) 7" o c. spacing for the Jambs & 9" D.C. spadng for the head & sill at 56 PsF to 60 pSF, or c) 7" o.c. spacing for the jambs & II' o.C, spa dnq for thehead & all at si PSF to 55 PSF, or d) 8" o.L Spacing fa the /amts & 13" D.C. spacing for the head It 6111 to 50 PSF61. Sae Detail "A' for approxlmats ItyVJOn of the hall on the attachment gn, Nails shall not be used to fasten ar..embly into ern grain of wood. R: Ta• nspae ams bm4taamernMg b e P'r.au tin m4ntsnvhdrocalch•na. (Le., .reoa •wave, oap^s trn+n, eras •ro vuaen swmvai.ciwtw ea •¢v0 u aapabb) is ad,Nn the aaW" mann aF•aeN on au R•etrwbniredbyint2oo1rbASae`ftV Cade 080. Sxaon 1707.4.4, tow Faceuea a sestet. 17 a ax 2004 est-w,hdan 11,11-8.1 Rot&& sacam,eMrtlen. narehv awn& 4.nsp. r )cera M•tYlt lineae• da•s rat arMlb,tr • wan.nry 41mY C Ifpadpbn, Fastener g r. Ref. t c^ r AIL A Dimpled Area on At tochtnent Attachment Fin Fln Wood Screw or Noll Head must be In full contact with Attachment Fin. Centerline of fastener sholl be approximately 9/32" from edge of Attochment Fin. PARTS LIST DETAIL Dealer 3/x7/07 ac W; NTS 1 Head - FlnFrame Drawn eye R)A 2 Slit - Fin Proms Ch•uk•d syr IN 3 Jamb - Fin Frame Robert J. Amoruso, P.E. 4 Llk Rel1. Sash FL Ucense Na 49752 5 , - Sash 8 QP.KLq2.1Rk-Rigid Vinyl JAIiF: 7 Glazing - See Note (8) and (C) 8 #8 Pan Heed Woad or Taoalno Screw with a ry . f4 VgENa', '•. minimum embedment of V into the structural wood Nq qg Substrata. See Note (K) and Detail A on this o drawing and Note 4.b & 8 on Drawing FLEX20100. f 9 Round H9atl Deformed Shank Nell with minimum 0.113' y•' 0. q'/ALdiameter (II GA) and minimum K embedment of 1-7/8' into the structural wood substrate. See Note (0) and Detail A on this drawing and Notes 4.b & 9 on Drawing Drawing No. FLEX22120 FLEx20100. S 1— 1 of 4 I ZZ Buck L Frame Vldth Buck L ^ Frame _._ Q Eh ldth Eh ill+- Et — Eh Eh EtTDEt Buck L Buck b rlFrameFrameHeightHeightFULL HALFRADIUS RADIUS Eb Eb T T -Es Es .- ••'rE7E. Ir - E LEVATI O N VIEWED FROM EXTERIOR FULL AND HALF RADIUS HEAD WINDOWS astener Location Tables (Sheet 3 and 4) are applicable to Full and Half tadlus Head SH Windows shown above. Fastener edge distances shown above are applicable to Full and Half Radius Head SH Windows, For Intermediate head, sill and jamb fasteners located between edge fasteners, see Installation Illustrations below. Buck L Buck L CenterlineFrame Frame OF Head '"- Width - I _ Centerline width - cM I OF Head Centerline Of Sill C) i i Centerline Of Sill See table on Sheet 3 for Series 1000 & 1500 See table on Sheet 4 for Series 2000 Con Fastener Laaation Tapj,O„Notal (cee chee48 >< and 4 for Tahlea)• 1) All dimensions shown taken from the buck width or height of the window frame. 2) Booed on the Milestone Series No. and size of the window to be Installed, enter the correct table above todeterminethelocation:, of the No. 8 Wood or Tapping Screws based on either Installation No. 1, No. 2 or No. 3illustrationsbelow. The applicable Installation Illustration is noted In the table. The full radius head frame Is shown, but illustrations also applicable to half radius head window head (Ei). (eel elevation for edge distances at (roma 3) Install the No, 8 Wood or Topping Screws at the locations shown In the table. Tolerance is t / 1 1”. a) An Installation fostaner lu only required at the centerline of the head and sill when Indicated in the table asyes". If "no", an Installation fosterrer is not required at the centerline of the head and sill. 5) This table Is NOT opplicable to the nailing option. See Notes 0, P, 0, and R for nail inatallolion locations andspacing. Buck L Frame Width Et Buck t, Frame Height Elb Lt Es -,•I -• Es 1N_UAI_LATTON No Q City and Modular Window Sizes and Modular Window Sizes 291 1 PRlSSu0.E RAT210 4 ('OC coo! COMPLIA C! 8) If exact window size is not listed M fastener lacston table, use fastener locations Nsbad for next larger site. T) Installations depleted in these Instructions aoc"ble ror design pressures to 70 PSF far the window ekes shown In the table. Design Pressures (O.P,) are Poaslve and negative. Overall window assembly design pressure may be leu than 70 PSF and shall be determined In accordance with Note 13 or FI.E=wo. U) Production Glazing may differ frorn that boated as albwed by ANSI/AAMA/NWWDA 101/L5. 2, 101/1.$. 2/NAFSorAAMVWDMVC6A.101/L5.2/A410 and applkable Bulking Code, 5ee Nobe 12 and 13 on Drawing FLEX 20100 for fuller details, V) Structural two by wood buck and/or framing at the head, sill and jamas to be seCurely fastened to transfer the Iced to the wood structural substrate per the FBC and the engineer of record's details as epplkable. W) :lee FLOQ0100, Notes )o to 13 for additional FBCiteCompliants. NI 3I ad b Bala NTS tlrswn en WA necked IV 1M Drawing No. FLEX22120 Sheet 2 of 4 I Et Buck L Frame Height Buck L3 Frame Height L2 Els L1 Centerline Of Sill C) i i Centerline Of Sill See table on Sheet 3 for Series 1000 & 1500 See table on Sheet 4 for Series 2000 Con Fastener Laaation Tapj,O„Notal (cee chee48 >< and 4 for Tahlea)• 1) All dimensions shown taken from the buck width or height of the window frame. 2) Booed on the Milestone Series No. and size of the window to be Installed, enter the correct table above todeterminethelocation:, of the No. 8 Wood or Tapping Screws based on either Installation No. 1, No. 2 or No. 3illustrationsbelow. The applicable Installation Illustration is noted In the table. The full radius head frame Is shown, but illustrations also applicable to half radius head window head (Ei). (eel elevation for edge distances at (roma 3) Install the No, 8 Wood or Topping Screws at the locations shown In the table. Tolerance is t / 1 1”. a) An Installation fostaner lu only required at the centerline of the head and sill when Indicated in the table asyes". If "no", an Installation fosterrer is not required at the centerline of the head and sill. 5) This table Is NOT opplicable to the nailing option. See Notes 0, P, 0, and R for nail inatallolion locations andspacing. Buck L Frame Width Et Buck t, Frame Height Elb Lt Es -,•I -• Es 1N_UAI_LATTON No Q City and Modular Window Sizes and Modular Window Sizes 291 1 PRlSSu0.E RAT210 4 ('OC coo! COMPLIA C! 8) If exact window size is not listed M fastener lacston table, use fastener locations Nsbad for next larger site. T) Installations depleted in these Instructions aoc"ble ror design pressures to 70 PSF far the window ekes shown In the table. Design Pressures (O.P,) are Poaslve and negative. Overall window assembly design pressure may be leu than 70 PSF and shall be determined In accordance with Note 13 or FI.E=wo. U) Production Glazing may differ frorn that boated as albwed by ANSI/AAMA/NWWDA 101/L5. 2, 101/1.$. 2/NAFSorAAMVWDMVC6A.101/L5.2/A410 and applkable Bulking Code, 5ee Nobe 12 and 13 on Drawing FLEX 20100 for fuller details, V) Structural two by wood buck and/or framing at the head, sill and jamas to be seCurely fastened to transfer the Iced to the wood structural substrate per the FBC and the engineer of record's details as epplkable. W) :lee FLOQ0100, Notes )o to 13 for additional FBCiteCompliants. NI 3I ad b Bala NTS tlrswn en WA necked IV 1M Drawing No. FLEX22120 Sheet 2 of 4 i;. 0 C=)_ O 12 CT7 N 0 h O 4 0 i IL One By Wood Buck By Others Notes 4.a.11,2) Seal Between Window Flanpe L Wood Buck Its 2.a & 2.b.11) Stucco By Others — Perimeter Seat By Others Note 2.0 L 2.b.11) a Ae fight H.) Seal Between Window Flange & Wood Buck W/Vulkem 116 Adhesive Saatamt, Or .Aprv'd, E 1, Note 2.b1) PerI ter Seat 8y Others Note 2.0 a Two By Wood raring by Others Note 4.b and O) SIU Pan Flashing. Recommended Two By Wood Framing by Others Notes 4.b and 0) Seal Between One By Buck 6 Two By Framing By Others Note 2.n 6 2.101) 1-3/8' Him. Embedment 1/4" Max. Shlm Space Shim As Req'd Note l,a) Omffi NOTea t to IS) sea General Naas Drawing FLEX213100, shat 1 a 2. A) Maeahxla Beda 100D Single Hung Aluminum Wlndoa-b shown. Also applicable m Mission@ Series 1600 and 2Du`(s SI gie Hurlp Aluminum Windows. le) Wawtng appneablo te Nondnrpact Resistant glazed vMroowa, C) Production Giseng May di er From that tested ns alk. -ed by ANSI/AAMA/NWWDA 101/1.5.2, 101/LS. 2/NAFSa, AAK~A/fSA 100-5, 2/A440 end app0deble aabkhg code. See Note 12 and U on Drawing FLEX 20100 for further dstalb. D) For Fastener Installation Requkeoenlf, see notes N mnr l of this drawing. 844 Wks (F) regarding dwlaeena. E) wood or tapping screw edge dlalsnce measured tmm edge orwaed to cenbrane of cowed a lapping screw must mat or exceed 1". h4n1num sin and embedment per Pans Ust. See Note (F) regarding devledone. F) Any daNa0on lata than the minbnwm requhainamt eauad must be approved by the manutewrer or algineaed by "rasher' Daelgn Professional In accordance with the applicable Duirdng Code and Product Approval QFASroIN 6LATTON INiTRUCT11ONS-F W1.311 0) Nott Used, t N) a10 wood Weyer of sullldent NroU to ad4w a 1-3/a" (Mn. ambedrrurw leto the structural (Tambg cedrporerb at the head and iambs as Wows: A) tram, an one by wood buck stathad to str hwal hid by wood hamYo (.hewn) per Naga 4.0.0.2, Buck b) trams on two by wood blpr.eWtturaM atbtlted to 1:1 Height atnxMtutwo by wood framing (not shown) pe Note CON, nameB.FI,) t) on strutbral two by woad traMng (not therm). 1) e10 wood @°ewe shall be IrobaW at 11 factory eppncd InstsAtlon fastener hole leotlons In a* Frame. Wood saw dull net be used b fasten aesemHy Ino, the and grain of weed, K) Frame so will be s0ared with Vua am 111 a apprrrreo equsr AIu+aWords with Nob 2.0.1, one Shim As Raq'd L) by wood butt at sA gygbe strlxtural)r athded m the Note La) h" by wood eamho y Nap ww Inaba a ndnlmim a rourN) 010 Well screws of sufncknt length to achWa 1-3/a" rnh, embedment Into the sftdml Framing cantponerga at a kta"M 4.In" (+1.2") from acts end of the vrtndow so's Gama end at b- (2) IOC"ra evedy spaced (+I. 1') be wage thefasbnsrtalongtttswbdowallrewld& tl/14' N. OESIQNPRE!MltlRetlNd6.FS0000lt:OMpl1ANCe T NJ tnata1189ens aplatd 10 these VdMCWns stcepbbkx For dedgn pretarree to 70 PSF for atewindow sizes shown In the table on FLVQ1110. Oesyn Presaures (D.P.)are post** and nagana Overall window asseobty design pressure mayba lets than 70 PSF and shag be deUnNned In aocordras with lbm 13 of PLFJt20100. One By Wood Buck N) Production Glasnq may deed From that tested as elk,:ve1 by By Others (Buck must ANSI/AAMA(NWWDA 101/1-, 2, 101/I.S 2/NAFSw be structurally attached AAHAMDM7VCSA loI/LS. 2/A44D and applicable Buildr.1 rode, to the Two By Wood See Note 12 arra 13 an Drawing FLEX 20100 for ArAher deteils as Framing, (Note 4.a.11.1 6 L) applicable. 0) Skudwal two try wood buck and/or heSeatBetween mINatthe head,slOJendjambsbbeMutelyoratedIDtransfertheloadmtheOneByBuck6masonry, concrete or Otherstiuchaal substrate per the FCC adTwobyFromingthemalneerorrecord's debts as appAmhe. n W / V Utkem 116 Adhesive (P) See FLEX20100, Notes so to 13 for addltlaw FeC CDtlzSealant, Or Approved Equal ComplIance. SECTION A— e.b.o Huck Width _ One By Wood Buck by Others NOTE 4.aJ1.2) Shln As Rbq'd (Nota '.n) I 11 i ; Seat Between Perlmei:er _i4:. Window Flange Seat Roa, 6 Wood Buck By Others Note 2,a 6 2JOJI> (Note 2.a 6 2 b,ID Prang Vldth Seol Between One Hy Buck L Two By Framing Stucco By Others By Others (Note 2.a DISCLAIMER: The purpose of this InstAlatlon dMWIV Is to present the manufattur/T's e0cdmm4ndaeon for anchorage V-, woad atxwa, tapping screws and W!cern Structural Adhesive (or Other approved equal) 85applicable) to advaw the design pressure sped0ed on the fanestrationproduct In required by the 2001 lfddda Building Code (FBC), Sect)on 1707.4.4, 2004 FBC-Bullding, Sedion 1714.5.4 and the IgM FOC-Raskeneal, Sedlon 8613.6. ItecummandaDolr mg"NV flashing, sealing, sealants or other lolnt sealant prompts, does rot constitute a warranty either appressed or Imp0elL 1 W.W. A . A BC I D J - 77t- B W.H. F LH ELEVATION A Two By ®I Wood Framing by Others Note 4.b and O) PARTS LIST 1 Hesd • Flange Frame 2 sill. Flange Frame 3 jamb • Flange frame 4 Lift Reil - Sash b jam1O - Sash 6 Glaft Bead 7 5I021na - See Note (B) and (C) e #10 Flet Head Wood or TeodnO Screw with a minimum embedment of 1.3/8" Into `Structural Two By Buck or Framing . Sera Notp (o) on MIs VIEWED drawing and Note 8 On Drawing F R A M FLCX20100, E EXTERIOR To be used for T installations up to K B 70 PSF Design Pressure using #10 G Wood Screws in all factory supplied installation holes in the frome (Locations A thru K as I applicable). Sill to be secured as shown. Dater 11/14/sue lastel FITS Drawn OW RIA Checked ayi )H Robert 3. Amarum, P.E. FL Ureses Na 49752 A7* p ti T[ r Drawing No. FLM1111 Sheet 1 of I CZ> O CD CY7 O_ O 0 O Buck By Others Note 4.a.1 and 4.a.11.2) heathing (TYP.) By Others Seat Between Window Flange L Wood Buck Note 2,a L Stucco By Others' P crime ter Seal By Others Note 2.0 L 2b.N) F.H. Frame Height) Perimeter Seal By Others Note2,a L 2.b.11) a v Structural Build Down By Others Note R) 1-3/S' t41n, Embedment Shim Space' Shim As Req'd, Note Ia) v v v Shin As Req'd- Note 1•n) S6 ` C nerete, Masonry, or Dna By Wodd Buck By Others OPTIONAL) (Note 4,n.11.2) t1 V D Others 9 v v i B.H. Buck Height) Seal between window _Precast Sill by others. sFlangeLprecastgalConfigurationmay vary. w/Vulkem '116 adhesive sealant or approved equal. SECTION A— Note 2.b.1) F.W.VIEWED F.W. — A A o C FROM A 8 EXTERI R A D Y I E 24' O 24, II Z Y F,N. F B K B F H B L G F H FULL RADIUS SHOWN g A ELEVATION A RDS L RK a LL_ B.W. Buck Width) One By Wood Buck Others Note 4.a) Min, Enb^ 2X4, 2X6, 2XS Wood Huck By Others (Note 4-bTCR) R) Shin As Req'd- Note 1•n) S6 ` C nerete, Masonry, or Dna By Wodd Buck By Others OPTIONAL) (Note 4,n.11.2) Wgod Opening g r_ By Others 9 O product as required by the 2001 Florida Building Code (FOC), SECTION A—A RNATE) Shown gig oDOlicuble to Sectten I3, -"r installation with twg 3 Seal. Btween by with or w/fig, _by_X,)od buCk9. Window Flange FBC-Recdentlel, Section R613.6. Recommendations regarding flashing, 6 Wood Buck Note 2.a pate) F.W. warranty dther expressoI or Implied. Frame Width) sash• NTS Stucco fly Other PARTS UST t=1 t - Flange Frame 2 SIA- Flange Frame 3 Jamb - Flange Frame 4 Lift Rall - Sasha6Jamb 6 Glazing Bead 7 GtazlnD - $ea Note (B) and (C) 8 3116" Ola. Flat Head Concrale Screw with m nimum working load In show of 180 Ibe at 1 114• embedment Sae Note (1) on this drawing and Note 7 on Drawing PLFX20100, 9 #10 Flat Head Weed cr Taooino !!craw with a minimum embedment of 1-a/e'"Into "Structural Two By Buck or Framing', See Note (1() on this draWng and Note 8 an Drawing FLEX20100, 2 1-1/4' it, Enhadnent a' D kdd - xN v G. Anchor t Lxatlun H 0 Anch°r erimeter11Locotion 6elor Seal By Meeting Others Ran• Note 2.a 2.b11) ••.:: a Others Seal Between Wood Buck Q L Mas'y. OpeningByOthers Note 2.a L 2.b.ID Concrete Or Masonry Opening By Others DISCLAIMER: The'n purpose of" Installation drawing b OD present the man0facturel's recommendations for anchorage (I^, concrets strews, woad g 54 avavro, topping screws and Vulkem structural Adhesive (or other approved equal) as applicable) to achieve the design pressure specified on the fenestration product as required by the 2001 Florida Building Code (FOC), Section 1707.4.4, 2004 FOC -Building, Section 1714.5.4 and the 2004 FBC-Recdentlel, Section R613.6. Recommendations regarding flashing, g sealing, sealants or other joint sealant practkes does not constAuta a pate) 11/14/06warrantydtherexpressoIorImplied. sash• NTS GENERAL NOTES 0 to 15) See General Notes DravJlno FLEX20100. Sheet 1 8 2. A) Mlhatone Sodas 1000 Single Hung Radius Heed Aluminum Window Is shown. Also applicable to MAsslone Sodas 1500 andE2000SingleHungRadiusHoodAluminumWindows. 24' (B) Drawing applkxble to Nor-Impabl Resistant glazed windows. C)'P10ducdon Glazing may differ from [hat tested as allowed by ANSI/AAMA/NWWDA 301/I.S. 2, 101/I.3. 2/NAFS or AAMA/WOMA/GSA 101/1-5. 2/A440and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20100 for further details, K (0) For Fastener Location d Quantities see Sheol 1 6 2 of this drawing respoWvely. See Note (H) regarding deviallons. B) Conereto screw edge distance measured from edge of concrete/masonry/block to centeNne of concrete amust tarmee0exceed2114'. Minimum size and embedment per parts List, Soo Note (H) rage (dkg deNelbru. new F) Woad a lapping screw edge dl6lanCe measured from edge fief wood to centerline of wood or tapping screw must meal of exceed 1'. Minimum size and embedment per Pans List. See Note (N) regarding davlations. 1 ( 0) Not used. H) Any deviation less than the minimum requirements stated must be approved by the manufacturer or engineered by "other' SFOVN. Design Professional In accordanca with the applicable Building Code and Product Approval. Drawn Bp R)A Checked Bin JH Robert 1. Aeaeruso, it,a. FL License No. 49751 Pi JAWS oB • : o its••' A F (%' F µ r• Drawing No. FLEX22110 Sheet 1 of 0 N_ O a_ CD CD O O O FASTENER LOCATION TABLE (see Elevatlon Nlew, Sheet 1) FASTENER INSTALLATION INSTRUCTIONS - FLD(22110 3/16" DIA. CONCRETE SCREW WITH NON-STRUCTURAL ONE BY WOOD BUCK: I) Where window Is installed in an opening with a non-structural one by wood buck for the jambs and masonry or concrete sill, Installation Is as follows: 1) At the Jambs, use a 3/16" diameter concrete screw of sufficient length to adhere minimum embedment of 1-1/4" into masonry or concrete, hes "Parts List" on Sheet 1 of.this drawing for concrete screw size, embedment and load requirements. See FLEX20100, Note 7 for additional concrete screw requirements. 2) At the sill, apply a Stntctural Adhesive Sealant for the Full length of the Sill meeting the requirements of Note 2.b.1 on FLEX 20100. 3) See fastener installation table on this sheet for concrete screw locadons in jambs and additional Installation requirements, 10 WOOD SCREW WITH (1) STRUCTURAL BUILD -DOWN FOR RADIUS HEAD, (2) OPTIONAL STRUCTURAL TWO BY WOOD BUCK AND (3) OPTIONAL ONE BY WOOD BUCK AT HEAD AND/OR JAMBS (SECTION A -A ALTERNATE ILLUSTRATES THIS OPTION FOR HEAD, SIMILAR -FOR SECTION B -B AT JAMB)i K) Where,wlndow Is Installed in an opening with a (1) structural build -down for radius head, (2) optional structural two by wood buck and 3) optional one by wood buck at head and/or Jambs, Installation Is as follows: I) For structural build -down at the head and/or two by wood buck at the head and/or Jambs as applicable, use #10 wood screws of sufficient length to achieve 1.3/8" min, embedment Into the two by wood buck and/or or structural build -down, See "Parts List" on Sheet t, of this drawing for wood screw size and embedment See FLEX201D0, Note 8 for additional wood screw requirements. 2) For one by wood buck used In conjunction with a structural two by wood buck at the head and/or Jambs as applicable use #10 wood screws of sufficient length to achieve 1-3/8" min. embedment into the two by wood buck. See "Parts User on Sheet 1 of this drawing for wood screw size and embedment. See FLEX20100, Note 8 for additional wood screw requirements, 3) At the sill, apply a Structural Adhesive Sealant for the flll length of the Sill meeting the requirements of Note 2.b.i on FLEX20100. L) If a two by and one by wood buck are used together (see Sectlon A -A Alternate, similar for Sedlan B -B), then #10 wood screws of sufficient length to achieve 1.3/8" min. embedment Into the two by wood buck will be used and the one by wood buck will be secured to the two by wood buck as.required In Noba 4.a.fl.2 on drawing FLEX20100. M) #SO wood screws shail be installed at ail factory, applied Installation fastener hole locations where applicable. N) Wood screws shall not be used to fasten assembly Into the and grain of wood. DESIGN PRESSURE RATIMG A FBC CODE COMPLIANCE gZu 0) if exact window size is not listed In fastener installation table, use fastener locations listed for next larger size, ' Size Frame Width and alaht Fastener Screw location. hies Code Width Height lFull Hslght (Half Head ' ° Jamba (No. f 0 WS or Concrete table and shall be determined In accordance with Note 13 of FLEX20100. ooze 3/02107 Radius) I Radius No. 10 W61 Screw 50012000 12 19 1/8 26131161 26 6110 A, S, C- 0. E,' F G H I500120001319lie399h40/1/16 B C - D E F K 15002000 -. 14. 19 112 51 Vlei 5216116 A, 6 c D E VG, N I 8002000 145 19 118 57 1/161 58 9116 A, S. C D E F 1. 5002000 1s t9 1/8 5313/101 05 5116 A B C. - 0 E F I 50-M 18 19 118 721311 74 :5116 B C, D E F.'F.'Q K-1N150017181188484A,-B'C DE F -q H I'JK00o17 I 19 -IIB so86 5178 B,. C D E F f J K Y 2 sow2oao H2. 20 12 z7 7h 29 Mi6 P, B C GH D E F 9004000 1113 26 12 131 41.151 e B C 0 E F 1 5002000 1H4- 26$ 12 52 1/101 54 .3116 50012000 1H45 28 .1/2 5711/161 5213116 6002000 1119. 20 112 64 711 66 911 B, C 0 E F I 5002000 IN$ 26 112 73 711 75 911 B C D E. F H J KU15W111726. 112 64 1 84 - B C D E F I J K0001N72011290Ia79/1 A-81 C p E F 0 IA 4 J K, Y Z500120003112301/2 27 731W 3011148 C 0. E F I60020003113301121592-371 01 4228NB B C D E F 1 5002000 3114 30 M 52 37 54 41148 A B C D EL F K ISM3144630112se1fi023MABCDEFqI 3116 30 112 64 73106 671114 B C D E F i5=2 31115 30 112 7 7 1/A A C 0 F H I J 1 - 347 9D 112 e1 1 3'47M B C p E F - I J OOD - 3M 30 112 g0 1 89 4714 B C D E F O J I< Y Z5011200022312eyt31511BCrEFI5002000374011/18 43 11MOI A 9 C D E F 1 2000 4 37 0213116 55 B C D E F I M000 45 37 68 9/ 1SA 1 8 C E 1W020002537161CD9. H I 6002000 28 97 74 51101 B. C D E F I, J K1600 000 27 84A B C D E F'1 I J K273790ABFO.Y Z50020004624619713214AC600.4000 4B3 46 1/ A, a• D E F I 464 46 53 2713214 9 C 0 F HI soQ*0004 5 4e 7 214 B C D$ F 000 J 5. 4e 68 132M C D E,F60012000460676713Me9C• b E P J K01150074b0484BC000DEF/ 1 BC DE F J YZ60W200032331!8 29 1 34 B C 0 E. F I0006to421/312 46 3/a A B C D EF_q HI600200034531164W3256areS. C D E F I800200034553Ile592913204 .114'. A B C D E F I3001200053' 118 06 21 /32 71 A B. C D. E I20003e03va75il320LDEFGJ K0 rVp ilia n/a 000 37 53 1/e 90 DO B C I D. E F G H I, J H V 2 FASTENER INSTALLATION INSTRUCTIONS - FLD(22110 3/16" DIA. CONCRETE SCREW WITH NON-STRUCTURAL ONE BY WOOD BUCK: I) Where window Is installed in an opening with a non-structural one by wood buck for the jambs and masonry or concrete sill, Installation Is as follows: 1) At the Jambs, use a 3/16" diameter concrete screw of sufficient length to adhere minimum embedment of 1-1/4" into masonry or concrete, hes "Parts List" on Sheet 1 of.this drawing for concrete screw size, embedment and load requirements. See FLEX20100, Note 7 for additional concrete screw requirements. 2) At the sill, apply a Stntctural Adhesive Sealant for the Full length of the Sill meeting the requirements of Note 2.b.1 on FLEX 20100. 3) See fastener installation table on this sheet for concrete screw locadons in jambs and additional Installation requirements, 10 WOOD SCREW WITH (1) STRUCTURAL BUILD -DOWN FOR RADIUS HEAD, (2) OPTIONAL STRUCTURAL TWO BY WOOD BUCK AND (3) OPTIONAL ONE BY WOOD BUCK AT HEAD AND/OR JAMBS (SECTION A -A ALTERNATE ILLUSTRATES THIS OPTION FOR HEAD, SIMILAR -FOR SECTION B -B AT JAMB)i K) Where,wlndow Is Installed in an opening with a (1) structural build -down for radius head, (2) optional structural two by wood buck and 3) optional one by wood buck at head and/or Jambs, Installation Is as follows: I) For structural build -down at the head and/or two by wood buck at the head and/or Jambs as applicable, use #10 wood screws of sufficient length to achieve 1.3/8" min, embedment Into the two by wood buck and/or or structural build -down, See "Parts List" on Sheet t, of this drawing for wood screw size and embedment See FLEX201D0, Note 8 for additional wood screw requirements. 2) For one by wood buck used In conjunction with a structural two by wood buck at the head and/or Jambs as applicable use #10 wood screws of sufficient length to achieve 1-3/8" min. embedment into the two by wood buck. See "Parts User on Sheet 1 of this drawing for wood screw size and embedment. See FLEX20100, Note 8 for additional wood screw requirements, 3) At the sill, apply a Structural Adhesive Sealant for the flll length of the Sill meeting the requirements of Note 2.b.i on FLEX20100. L) If a two by and one by wood buck are used together (see Sectlon A -A Alternate, similar for Sedlan B -B), then #10 wood screws of sufficient length to achieve 1.3/8" min. embedment Into the two by wood buck will be used and the one by wood buck will be secured to the two by wood buck as.required In Noba 4.a.fl.2 on drawing FLEX20100. M) #SO wood screws shail be installed at ail factory, applied Installation fastener hole locations where applicable. N) Wood screws shall not be used to fasten assembly Into the and grain of wood. DESIGN PRESSURE RATIMG A FBC CODE COMPLIANCE gZu 0) if exact window size is not listed In fastener installation table, use fastener locations listed for next larger size, ' 3 P) Installations depicted in these Instructions acceptable for design pressures to 70 PSI' for the window sizes shown M the chart. Design o Pressures (D.P.) are positive and negative. Overall window assembly design pressure may be less than that shown In the fastener quantitytableandshallbedeterminedInaccordancewithNote13ofFLEX20100. ooze 3/02107 Q) Production Glazing may differ from that,tested as allowed by ANSI/AAMA/NWWDA 101/l.S, 2, 101/LS, 2/NAFS or AAMAMJDMA/CSA Sola NTS prawn ayr tui 101/1,5: 2/A440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20100 for further details. checked ay, M R) Structural bulld=down at head, two by wood buck and/or framing at the head and Jambs to be securely fastened to transfer the load to the masonry, concrete or other structural substrate per the FBC and -the engineer of record's details as applicable. S) See FLEX20100, Notes 10 00 15 for additional FBC Code Compliance. FASTENER LOCATION TABLE -NOTES; 1. Th1s'chart and Nodes I, J. K.1, L, M and N for use when Radius Head Flange Window le Installed in opening withthe .following attributes: - a. Wood Struclurol Build -Down at Head, and b. Masonry/Concreto Substrate and One -By Wood Buck at Jambs. 2. Install Redfus Heud Flange Window using 010 Wood Screws with o 1-3/8" minimum embedment Into the structuralwoodsubstrateinaccordancewithNotesKtoNinanopeningwiththefollowingattributes. a. Wood Structural Build-Down'at Head,' b. Optional Strurtural Two By, Buck is installed of the head or jambs, and C. Optional One 8y Wood Buck fa` installed at the Head or jambe. 3. See Note Ft -regarding structural -framing requirements. _ 4, See Sheet ! :for Fastener Location Diagrams. Drawing -ND. FLEX221105. Fasteners Y dr. Z applicable to Series 2000 Size 37 Only. 3/18" Hole must be drilled In field. Sheet 2 Of 2 4 Z co Line By Wood Buck Others Note 4.0> Seat Between Window Flange 4 Wood Buck Note 2.a it. 2,b.11) Stucco By Others - Perimeter Seat By Others Note 2.a L 2,b.11) Masonry6Opening By Others I o IS Seat Between Wood Buck t. Mos'y. Openlg By Others Note 2.0 L 1)-1/4' MlnMln, 4 Embedment 1/4' MO k, Shim Space— Shim As Req'd Note l.a) Interior Finish By OThe a 'a Q V D v c Q . W, W. ----y A A e C p J W,H, F _- H VIEWED FROM EXTERIOR E K 6 G ELEVATION PARTS LIST 1 Ua- Flange Frama 2 SII - Flange frame 3 Jamb - Flange Frame 4 Ifl Rall - Sash 5 jimt - Sash 6 Glazing Bead 7 Glazlno - See Nota (0) and (c) @ 3/16. Ola. Flat Hood 041! .LgAa. with minlrrrum working lad in shear of 180 Wal 1 114" embedment. Soot Note 1) on Sheat 2 8 Note 7 On Drawing FLEX20100, @ F ' M -24--r-1-4QVQQp ooAUr 12PPI9-Samw e d with a minimum embedment of 1.318" Q p Q d Into 'Structural Two By Buck or Framing', Sea Note (L) on 3haet 2 andvelbetweenwindowPrecastSillbyothers. Note B on DravAng FLEX90100sips6 H.W. Buck Wldth> One By Wood Buck Others Note La) \ Shin As; Req'd Note 1.0) O v Seat Between -I Window Flange L Wood Buck Note 2.0 L 2,b.ID F.W. Frame Width) Stucco By Others Concrete Or T N __ B Masonry sporting By Others \\ 1 o Seat By Others Note 2.a It 2.b.11> o Soni Between Wood Buck L Mas'y. OpeningQByOthers Note 2.a 6 ?,ba) Concrete Or Masonry Opening By Others 1-1/4• min Enb.dnrnt o c- 43i n LA v Anchor N Locetlen O l.oaatlon Sas. K4, 2X6, 2X8 Wood Buck Y Others CNote 4,b, L and S) rte By Wood Buck By Others OPTIONAL) (Note 4.a,11,2 6 M) preca0t sill Configurotlons may vary, 10 tfe FhtHead Wood o aeP+B.$uew SECTIgN A•(AL•7ERNATE Shown 91;1.4a=ml& Otani n 116 adhesive DDDI)CO b)e tosolaniorapprovedequal, SECTION A—A wUhaml^imumem2- nP; lofG/Il" -- _ r3gCTlp1 - installation ith twoate2.b.p Into the "One By Wood Burk See by With or W o one by wood bl!ek. c• SMLMr-l3A1 NdTES Note (K) on Sheet 2 and Note B on 1115) See General Notes Drawing FLFX20100, Sheet 1 b 2. U1Drawing FL6X20100. Aeslona Series 1000 Single Hung Aluminum Window is shown. Also eppRcable to Mitestona Seder IWO and 2000 Single Hung Aluminum Windows, Drawing applicable to Non-Impecl Resistant 0102ed windows. uUlbn Glazing may diffef from that tested as allowed by ANSUAAMA/NW WDA 101/1.15, 2, 101q.S. 2/NAPS or AAMA/WDMA/(SA 101/I.S. 2/A+10 and eand13onDrawingFLEX20100forfurtherdetails, D) For Fastener Location a Quanllllas see Sheol 2 of this drawing, See Note (H) regarding deviations. applicable Building Code. See Note 12 til .( H) retarding edge distance measuretl trOm edge of eanerotdmasenry/bbek to eanterlml of concrete Screw must meet or erased 2 1/4', Viinimum size and embedment per Parts List. Sas it:) Can els screw deviations. disa. de Wood screw edge distance measured from edge of wood b centergns of wood or lapping screw must meet or exceed I-, Minimum $lzs and embedment per Parte Llai. gee Note (H) regardingdaWaliona, IG) Not used, M) Any deviation Man than the minimum requirements stated must be approved by the manufacturer or engineered by "other Design Profesmonal in 80CLrdance with the appl)cabk BuaendProductApproval, ildehg CodeO LL - DISCLAIMER: The purpose of this Installation drawing Is to present the manufacWrcr's recommendations for anchorage [I.a., concrete screws, wood screws, tapping screws and vokem Structural Adhesive (ry other approved equal) as a0ft kable3 to achieve tihe design Pressure specified an Me fenestration b as re( FOC), uby the 2001 Florida g (ir C), Section 1707,4.4, 2004 FEC-Bultding, Sedlon 1714.5.4 and the 2004 FBC-Resldentlal, Sedlon 8613,6. Recommendatlons rcgerding flashing, sealing, sealants or other Join sealant practices does not constitute a warranty either expressed or Implied, Dater 3/01/07 acak: NTS Drawn by: 0.L, chedmd ey: 7H Robert]. Arncruso, P.E. FL License No. 19752 EQj•JG6`f a.,a Nit P r d•4t P11` h1. Drawing No. FLEX21110 Sheet 1 of 2 LU F.H. trans Height) Perlmets Seal By-- Others Note 2.a 6 2.b.11) Seat Between Wood Buck t. Mos'y. Openlg By Others Note 2.0 L 1)-1/4' MlnMln, 4 Embedment 1/4' MO k, Shim Space— Shim As Req'd Note l.a) Interior Finish By OThe a 'a Q V D v c Q . W, W. ----y A A e C p J W,H, F _- H VIEWED FROM EXTERIOR E K 6 G ELEVATION PARTS LIST 1 Ua- Flange Frama 2 SII - Flange frame 3 Jamb - Flange Frame 4 Ifl Rall - Sash 5 jimt - Sash 6 Glazing Bead 7 Glazlno - See Nota (0) and (c) @ 3/16. Ola. Flat Hood 041! .LgAa. with minlrrrum working lad in shear of 180 Wal 1 114" embedment. Soot Note 1) on Sheat 2 8 Note 7 On Drawing FLEX20100, @ F ' M -24--r-1-4QVQQp ooAUr 12PPI9-Samw e d with a minimum embedment of 1.318" Q p Q d Into 'Structural Two By Buck or Framing', Sea Note (L) on 3haet 2 andvelbetweenwindowPrecastSillbyothers. Note B on DravAng FLEX90100sips6 H.W. Buck Wldth> One By Wood Buck Others Note La) \ Shin As; Req'd Note 1.0) O v Seat Between -I Window Flange L Wood Buck Note 2.0 L 2,b.ID F.W. Frame Width) Stucco By Others Concrete Or T N __ B Masonry sporting By Others \\ 1 o Seat By Others Note 2.a It 2.b.11> o Soni Between Wood Buck L Mas'y. OpeningQByOthers Note 2.a 6 ?,ba) Concrete Or Masonry Opening By Others 1-1/4• min Enb.dnrnt o c- 43i n LA v Anchor N Locetlen O l.oaatlon Sas. K4, 2X6, 2X8 Wood Buck Y Others CNote 4,b, L and S) rte By Wood Buck By Others OPTIONAL) (Note 4.a,11,2 6 M) preca0t sill Configurotlons may vary, 10 tfe FhtHead Wood o aeP+B.$uew SECTIgN A•(AL•7ERNATE Shown 91;1.4a=ml& Otani n 116 adhesive DDDI)CO b)e tosolaniorapprovedequal, SECTION A—A wUhaml^imumem2- nP; lofG/Il" -- _ r3gCTlp1 - installation ith twoate2.b.p Into the "One By Wood Burk See by With or W o one by wood bl!ek. c• SMLMr-l3A1 NdTES Note (K) on Sheet 2 and Note B on 1115) See General Notes Drawing FLFX20100, Sheet 1 b 2. U1Drawing FL6X20100. Aeslona Series 1000 Single Hung Aluminum Window is shown. Also eppRcable to Mitestona Seder IWO and 2000 Single Hung Aluminum Windows, Drawing applicable to Non-Impecl Resistant 0102ed windows. uUlbn Glazing may diffef from that tested as allowed by ANSUAAMA/NW WDA 101/1.15, 2, 101q.S. 2/NAPS or AAMA/WDMA/(SA 101/I.S. 2/A+10 and eand13onDrawingFLEX20100forfurtherdetails, D) For Fastener Location a Quanllllas see Sheol 2 of this drawing, See Note (H) regarding deviations. applicable Building Code. See Note 12 til .( H) retarding edge distance measuretl trOm edge of eanerotdmasenry/bbek to eanterlml of concrete Screw must meet or erased 2 1/4', Viinimum size and embedment per Parts List. Sas it:) Can els screw deviations. disa. de Wood screw edge distance measured from edge of wood b centergns of wood or lapping screw must meet or exceed I-, Minimum $lzs and embedment per Parte Llai. gee Note (H) regardingdaWaliona, IG) Not used, M) Any deviation Man than the minimum requirements stated must be approved by the manufacturer or engineered by "other Design Profesmonal in 80CLrdance with the appl)cabk BuaendProductApproval, ildehg CodeO LL - DISCLAIMER: The purpose of this Installation drawing Is to present the manufacWrcr's recommendations for anchorage [I.a., concrete screws, wood screws, tapping screws and vokem Structural Adhesive (ry other approved equal) as a0ft kable3 to achieve tihe design Pressure specified an Me fenestration b as re( FOC), uby the 2001 Florida g (ir C), Section 1707,4.4, 2004 FEC-Bultding, Sedlon 1714.5.4 and the 2004 FBC-Resldentlal, Sedlon 8613,6. Recommendatlons rcgerding flashing, sealing, sealants or other Join sealant practices does not constitute a warranty either expressed or Implied, Dater 3/01/07 acak: NTS Drawn by: 0.L, chedmd ey: 7H Robert]. Arncruso, P.E. FL License No. 19752 EQj•JG6`f a.,a Nit P r d•4t P11` h1. Drawing No. FLEX21110 Sheet 1 of 2 1 ZZ FASTENER LOCATION TABLE (see Elevation View) sr=e Buck Concrete Screw Location Code Width Height Head Jamba 12 18 118 _ 25 A C D, E F. G. -H, I 13 18 1/8 37 318 A C D E F, G, H 1 14 18 118.49 5/8 A C D E F G H, 145 18 1/8 55 114 A C D E F, G. H 1 15 18 118 62 A C D. E F, G H, I 16 18 118 71 A C D E F G H i J K 17 18 1/8 83 A C D E F, G H, I, J, K 11-12 25 112 25 A C D, E F G H, I- 1H3 25 1/2 37 3/8 A, C D E, F O H I 11-14 25 1/2 49 5/8 A, C D E F G. H I 1H45 25 1/2 55 1/4 A C D E F G H I jH5 25 112 62 A C D E, F, G H i 1H6 25 112 71 A, C D E F. G, H. i J, K 1 H7 25 1/2 83 A, C D E F G H_I, J K 31-12 29 1/2 25 A C D E F G, H I 31-13 29 1/2 37 3/8 A C D E F G H I 3H4 29 112 49 5/8 A C D E, F G H I 31-145 29 1/2 55 1/4 A C D, E F G, H I 3H5 29 1/2 62 A C D E F, G, H I 3H8 29 112 71 A C D E, F G H 1, J K 3H7 29 1/2 83 A C D E, F G H, I J. K 22 36 25 A C D E F, G, H 1233837318AC 24 49 518, A C D E F G, H 1 245 8 38 55 114 A C D EF G H I 25 36 62 A C D E F G H I283671ACDEFGHI, J, K273683ACDEFGHIJK 482 47 25 A B C D E F, G H I4834737318ABCDEF, G H I4844749518AB, C D E F G, H, I48454755114ABCDEFGHI4854782BCbEFGH14864771ABCDEFG, H I J. K 47. 93 A S C D E F. G. H. I, J, K32325211826ABCDEFGHI335211837318A, B, C D E F G H I3452118495/8 A B C D E F G H I3455211855114A, B, C D E F. G H 135521/B 62 A, B, C D E F G H I38 37 Note 1 52 52 118 118 71 83 A B C A, B, C D 7rD, E F O H J K E, F G. H. I, J, K tes 1) Only appllcabie to Series 2000. a/ FASTENER INSTAkTION INSTRUCTIONS - FLEX21110 3/ 1V DIA. CONCRETE SCREW WITH NON-STRUCTURAL ONE BY WOOD SUCKt I) Where window is Installed in an opening with a non-structural one by wood buck for the head and jambs and masonry or concrete sill, installation Is as follows: At the head and Jambs, use a 3/16" diameter concrete screw of sufficient length to achieve minimum embedment of 1.1/4" Into masonry or concretes. See "Parts Ust" on Sheet 1 of this drawing for concrete screw she, embedment and bad requirements. See FLEX20100, Note 7 for additional concrete screw requirements. At the sill, apply a Structural Adhesive Sealant meeting the requirements of Note 2,b.1 on FLEX20100 for the full length of the SII. 3) See fastener location table this sheet for concrete screw locations and any additiwai )nstalladon requirements. K) Any remaining factory applied installation fastener hole In the head at location "B" riot used for concrete screw Installation per the fastener location table shall be filled with a #8 wood screw$ of sufficient length M provide min, 5/8" embedment )nto wood buck. See Parts List" on Sheet 1 of this drawing for wood screw size and embedment requirements. See FLEX20100, Note 8 for additional woodscrewrequirements.. 10 WOOD SCREW WITH STRUCTURAL TWO BY WOOD BUCK AND OPTIONAL ONE BY WOOD BUCK (SECTION A -AALTERNATEILLUSTRATESTHISOPTION, SIMILAR I°OR SECTION 8-8)1 L) Where window is installed In an opening with a structural two by wood buck for the head and Jambs and a masonry or concretesill, Installation Is as follows: At the head and jambs, use #10 wood screws of sufficient length to achieve 1-3/8" min. embedment into the two by woodbuck. See "Parts Llst" on Sheet 1 of this drawing for wood screw size and embedment. See FLD20100, Note 8 for additional wood screw requlremerft At the sill, apply a Structural Adhesive Sealant meeting the requirements of Note 2.b.1 on FLEX20100 for the full length oftheSII. M) if a two by and one by wood buck are used together. (See Section A -A Albamate, similar for Section B -B), then # 10 wood screws of sufficient length to achieve 1-3/8" min. embedment Into the two by wood buck will be used and the one by wood buck will besecuredtothetwotrywoodbuckasrequiredInNote4.a.0.2 on drawing FLEM100. N) 4010 wood screws shall be Installed at all factory applled Installation fastener hole locations, 0) wood screws shall not be used to fasten assembly Into the end grain of wood. DESIGN-PRESSUkE RATING 41 FBC CODE COMPLIANCE VIE wEC 1"R(CKI EXTERIOR FASTENER' LOCATIONS) (o) It exact window sire Is not listed In fastener Installation table, use fastener quantity listed for next larger she. Q) Installations depicted in these Instructions acceptabie for design pressures to 70 PSF for the window sizes shown In the table. Design Pressures (D.P.) are positive and negative. Overall window assembly design pressure may be less than that shown in the fastener location table and shall be determined in accordance with Note 13 of FLEX20100. R) Production Glazing may differ from that tested as allowed by ANSI/AAMA/NWWDA 101/I.S. 2, 101/1.S, 2/NAFS or AAMA/WOMA/CSA 101114. 2/A440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX20100forfurtherdetails. S) Two by wood buck and/or framing at the head and jambs to be securely fastened to transfer the load to the masonry, concrete or other structural substrate per the FBC and the engineer of record's detalls as applicable. _ T) See FLEX20100, Notes 10 to 15 for additional FBC Code Compliance. fW, A B % 1 J . F.H. F i H ELEVATION E K G M M u g 0 rL bow $107107 sealer NTS Drew$ ay< AA eh.dad bin xi Drawing No. FLEX21110 Sheet 2 of 2 nd 3000 Non -Impact Resistant Atu resuv aua,n tn,alal$S poor installation Details These notes are provided to ensure proper Installation of Flor(ds Extruders Mliest0ne Non -impact Reslstant Aluminum FenestrationProductsandmustbefollowedfully. This General Notes drawing shell be used In tandem with the product specific InsteHellon drawing. ALG'roarallssgnWe:lnstttllatkr!7a11Dulion - - 1) SHIMMING: a. FLANGE FRAME %VNDOWS • Slam es required al tach Imlahabon hAtner with fadWillingshim. The inotdmtNn sllowebid slam swrA to be IM'. U. FI'N FRAME WINOOVIS - Shim as rs hdred al each iSlim. rtualladm fastener With bad beann9him. The madmtdn Atiotvabla sMm SUCk to be 111', Apply a bead of W,,be 116Mhes'rnt gaunt a approved K.1 at W. roamer local Ion prior to muffing the shin toadMrethemm10M6ubetrateand/at window !ramp. Full boarinp bdhsean the ahlm, arbante Nod windON frame Ari ragWrd. t. In the CA" when the P`mmQ OPton 6 dAlpbyed wen finned mini shims canoftNreradtothelocationspaurgwhorewoodStromareregt/ned. it h not C. SLIDING GLASS DOMORS the aabe requited !spa With IrttlabAthe ltlon radars' with load seineshim, The masim""mo sable tens, Stick to be 114', lead beuNp shkn at NSI mud be IprntsswetuteronuetIreatada. wood or plastic 40 mud be compttlaly IrRcapsnleted In sealants, Set 2) SEALING BETWEEN FENESTRATION PRODU UdldbIme, Statement above): CT AND SUBFASTRATE6SGDSEASEALANT (Soo 4) BU0nNG: e. One by ( ill) ,Axd bicklM); ALP"Ks to all nomstruQunl bucks less then 1 112" thickri S, to Intended tobrit10nominalonebyWoldbud! only, One by — bed" than be seaeed to the Substrate (masonry, tonveta orstru.aurel hwndd bucking her filming US faslaners sultable ear the aWcgon. 1. If the product specific Insralhtean drawlrg &U pN lite &,t,,,,grequIramentaforthebuddNg, they shall be followed• 2, if the'AWLct 500d0c It"Istldndrawing dGCLjXjatdbe tWenhgre0rementsforthebucking, fastening must o h, he RdEderR to AWltOln padtlon d len buddrp during window IrotOgdprt, e, Inst !ler, bulkier or dsiWt prOfesslonal of record nay Specify method bo 1 or* by Wood taAddng to SubWate t0 faC6ltate Window IAsmIIWon. b. Two by (2s) ._A buckint9 to (nemUp: I. bales to all structt li wood buCkS and/or korona at the hese, jamb or s0equaltoandGrade, than 1 lar &AoI nes,. if. Thai shall be fly fastened to trans* the lad to the memory, concrete or ctne, Rnxtural substrate per 2001 FK SOCUOn 1707.1.4, 2004 FK-SuUrq, SK7Un 1717.5.4 sod 2004 MC-Raldantlel, Section R613,6 and/or the enghavOfr,xr?s dralls at aOpRcable etT hrsst]06aletf.lrlsp>xilgm NI Installation fas6r;ms mud be made of Cofrosspn NIMMInit materials or have a corrcalonresistant —Ung applied sunabls for I ne am ee nmant Andra snmV g r,wtaNl, where hRerorSareusedInpteesla& W*Aenwtiva treated wtod, therawrArPandauonoffiutemerseompebbleWithten ressv supplier shit be consulted norve'p"Servebva Matron protest used. All field suVad holes len the rnroa (B requited) Vol be as h7Rolvs. a. 5/31' diameter for all as Wood her tapphil 8001-. IS, 3116' In diameter for an 10 wood or capping We , and 2/16" dfamattr concreteavows. t• No. 29 file drill bit tot 0.131' Shenk dlameter nails. d. W. 33 yon &M bin for 0.113" Shank diameter nails. 7) COnc ete Straws (Fr attachment m mawnN or corwall RditraM.) - Shah be "tilt" head unless WWWSe $dlCeb d. Shall h"'A Shall nava A miNmWn ennominal dlamaUr of 3116' Lnlees odrennim noted, a I lay" uni(UN) re mentte I %-eN0 the corM 1, maionv or tbrchate dock SMR ha ceh" point Umaw othvvdss noted Wen akowab!e --fti g lad in shear as noted on the 'PspecificInsumil:lon drawing, - Ari lam" and the pndud i. wrr6'9 load is defined as the ukbneta load determined by lest dMded by 4 asdetwonedandPublishedbytheadnorlewaW,5 Porwiedwee, e. If rile allovmble Slow bad exceeds the above minimum, "quked number ofrashtr,ers ShOwn OR the In-hilation drawings CANNOT be daOelaiiIII. If 1141 allowab:e shear load 1e las than the above mInI nim, addklonat site eng1wer,n9 analysis meeting Lha building code and acceptable to the AvetoYltykavmahldsdcdon (AM)) Will BE regLlrod. Cokatte stews $Nil be Of surildent length m that the mininsiah embedWAM Into UtereceMngsubstrate (member r"Welf the poklq Is met. Moana EeV' 0I`b`A[e of de Corr s S"a w r0lbsr- s dish be 2 w' from fife edge of thesubstratefora3/t6`tYamN,er Wflart" KIM. Ilium Window and A. GENERAL - SEALANT T1•PE (not applCable when a spedlc brand or type It Nyulted) saalanl type shah be chosen atad on Ina Stelant manufe cwn command+"on u R "fatesto matanae !o a ieakd, Ind Artmtded use. uMromnanul condnbns V,INOOWS -FLANGE FRAME I Adheebe seal- REQUIRED I. Uta "am 116 athtosbe '"'Ant or app'evad e4ual between wlodon'sfo`et`al meuntnp An end precast concrata DISCLAIMER^ I tel (or rather tel mnstrucNo,n) along full length of Ill. The purpose of this Installation drawing is to 2. Apolpban of Vulkem 116 ndhetrvs Sealant or approved eoUN mill; F1 mnwN with sealant manvraaarrs nrnrnmendapo,e. ISanlarit - R ( Dolph,) behWI. Ulf sealant wlndow nan9a at head end Jamb& 21 Use sehNnt for perlmator j MAI around enanor of nerve WWOV, mntnung en and to pal heads of Imessaeon fast,ren. vSs"-" c. WINDOWS --FIN FRAME equal)] to achieve the design pressure AAhe1N Seat _ NOT,EgUipen aDeci ied on the fenestration product as Sealant - RECOMMENOCD (we Dhdalme,) I. Use sealant behind window 14n9e at head, sin) and Jambs. 1. FBC), Section 1707.4.4, 2004 FBC•Bu)lding, Iuld Sealant for 0""Le' tae' anpirnd armor of Ranee Window rounbnO to and to seal heeds of Installation hdsrors. Section 1714.5.4 and the 2004 d: SLIDING GLASS MORS FBC-Realdenbal, Section R613.6. i. Adlwsi.. Seal -NOT RegVIReD Recrxnmendetlone regarding flashing, a, nlechifkdOy Fastened Corners - ASWip.EO sealing, sealants or other joint sealant laloL shall have I lonib Ind Sell cornets led wIN rj Sma9 looMt lasm Practices does not constitute a warranty I+ h. Sonlmd - RECOMNENIIED Ina Dleota;me,) either expressed or implied, At needs )entad and behind nook dripofk. 1. Lb wwm beNod door der2. Ubeappy t under drUSI or der r m bed of was cenvelt. SealeenbetweenbadecomaeofsuenearcomermneNRSe11 Original drawings with two sheets (pages) ami all lastener boltsmilllesInuUlnpladenAra,M +,food Nod A her InSUSation. rA.00 Ae Sealant For ptaMdc, MAI Grand Morar of door and honkstripAbuds1O1pocketMoors3) MATERIALS: and LO seal I on faeen Nd5 of Installation lashnan. on the Deet (front) shoal only. In response to a' Wmdbv And Robert Amoruso's Inquiry to the Florida I,dkq at.., dear ham" marabl n Alumlmm AIM, 6053 T6, 1c Caxton Screws shall melt uAt WrIlo f nl regtdroments of Nnle 7. c, WOW Scmrs Shall meet the lequtremenis of Nolo a. at their meeting on June 20, 2002 responded r1 7appmp (I.a.• SNS! Malay Sere" when used In leu of wood SCr&n slap meet thee+pamertenta of tett tl. that in such circumstances, it is acceptable for the a• 11011, shah meet the teetAreme"s d Nota 9. f. Conative RasbHnc! Coallnps sealing PE to only sign, dale and seal for installation N8eners shag meet the feaul menu orNoteS. the front sheet of the drawing when printed V Cdocs. fir mnvete masoClio. CSU.nry teat (CMU) sham meet tN MQUINmams of ASTM R Concrete shall s meet o minim25N rMulrenhsntt of the Florida Bumdln9 Code (minimumcomWesslrestrengthW2500pn1, 4) BU0nNG: e. One by ( ill) ,Axd bicklM); ALP"Ks to all nomstruQunl bucks less then 1 112" thickri S, to Intended tobrit10nominalonebyWoldbud! only, One by — bed" than be seaeed to the Substrate (masonry, tonveta orstru.aurel hwndd bucking her filming US faslaners sultable ear the aWcgon. 1. If the product specific Insralhtean drawlrg &U pN lite &,t,,,,grequIramentaforthebuddNg, they shall be followed• 2, if the'AWLct 500d0c It"Istldndrawing dGCLjXjatdbe tWenhgre0rementsforthebucking, fastening must o h, he RdEderR to AWltOln padtlon d len buddrp during window IrotOgdprt, e, Inst !ler, bulkier or dsiWt prOfesslonal of record nay Specify method bo 1 or* by Wood taAddng to SubWate t0 faC6ltate Window IAsmIIWon. b. Two by (2s) ._A buckint9 to (nemUp: I. bales to all structt li wood buCkS and/or korona at the hese, jamb or s0equaltoandGrade, than 1 lar &AoI nes,. if. Thai shall be fly fastened to trans* the lad to the memory, concrete or ctne, Rnxtural substrate per 2001 FK SOCUOn 1707.1.4, 2004 FK-SuUrq, SK7Un 1717.5.4 sod 2004 MC-Raldantlel, Section R613,6 and/or the enghavOfr,xr?s dralls at aOpRcable etT hrsst]06aletf.lrlsp>xilgm NI Installation fas6r;ms mud be made of Cofrosspn NIMMInit materials or have a corrcalonresistant —Ung applied sunabls for I ne am ee nmant Andra snmV g r,wtaNl, where hRerorSareusedInpteesla& W*Aenwtiva treated wtod, therawrArPandauonoffiutemerseompebbleWithten ressv supplier shit be consulted norve'p"Servebva Matron protest used. All field suVad holes len the rnroa (B requited) Vol be as h7Rolvs. a. 5/31' diameter for all as Wood her tapphil 8001-. IS, 3116' In diameter for an 10 wood or capping We , and 2/16" dfamattr concreteavows. t• No. 29 file drill bit tot 0.131' Shenk dlameter nails. d. W. 33 yon &M bin for 0.113" Shank diameter nails. 7) COnc ete Straws (Fr attachment m mawnN or corwall RditraM.) - Shah be "tilt" head unless WWWSe $dlCeb d. Shall h"'A Shall nava A miNmWn en nominal dlamaUr of 3116' Lnlees odrennim noted, a I lay" uni(UN) re mentte I %-eN0 the corM 1, maionv or tbrchate dock SMR ha ceh" point Umaw othvvdss noted Wen akowab!e --fti g lad in shear as noted on the 'PspecificInsumil:lon drawing, - Ari lam" and the pndud i. wrr6'9 load is defined as the ukbneta load determined by lest dMded by 4 asdetwonedandPublishedbytheadnorlewaW,5 Porwiedwee, e. If rile allovmble Slow bad exceeds the above minimum, "quked number ofrashtr,ers ShOwn OR the In-hilation drawings CANNOT be daOelaiiIII. If 1141 allowab:e shear load 1e las than the above mInI nim, addklonat site eng1wer,n9 analysis meeting Lha building code and acceptable to the AvetoYltykavmahldsdcdon (AM)) Will BE regLlrod. Cokatte stews $Nil be Of surildent length m that the mininsiah embedWAM Into UtereceMngsubstrate (member r"Welf the poklq Is met. Moana EeV' 0I`b`A[e of de Corr s S"a w r0lbsr- s dish be 2 w' from fife edge of thesubstratefora3/t6`tYamN,er Wflart" KIM. Ilium Window and a 5 w5 A m $ DISCLAIMER^ I a The purpose of this Installation drawing is to present the manufacturer's recommendations for anchorage [i.e., concrete screws, wood Meows, tapping screw$, nails and Vulkem Structural Adhesive (or other approved equal)] to achieve the design pressure gL3 aDeci ied on the fenestration product as required by the 2001 Florida Building Code A FBC), Section 1707.4.4, 2004 FBC•Bu)lding, t. i? Section 1714.5.4 and the 2004 FBC-Realdenbal, Section R613.6. Recrxnmendetlone regarding flashing, a sealing, sealants or other joint sealant e Practices does not constitute a warranty either expressed or implied, NOTE ON PE SEALING Original drawings with two sheets (pages) are reproduced on one sheet front and back. t I When reproduced this way, they are, sealed p•pontheDeet (front) shoal only. In response to Y' - Robert Amoruso's Inquiry to the Florida Board of Pro(es$lonal Engineers, the FBPE at their meeting on June 20, 2002 responded that in such circumstances, it is acceptable for the jQ sealing PE to only sign, dale and seal the front sheet of the drawing when printed tititi on the front and back. This was documented byletter to Robert Amortise dated July 31, a N 111!4/pis2002fromtheOfficeoftheAttorneyGeneral,Sca State of Florida. Drawn epMR1A Chocked aye )N Robert 1 Aweoruse, p,E. ft license No. 49752 Drawing No. FLEX20100 Sheet 1 of 2 4 b 1 kmenerai for Patio 8) W006 Screws and Tapping (Shoot Metal) Screws (for Initanallon of window or door frame Inwood binkorframingtubstrate) Wood Screws N Tapping Screw shall be `Nat* head when used w1V: fmrge frame windows. Woolf Screws 6 74ppl119 Screw shall be 'Pan' head when used with fin frame windows. ' Wood SesavS shah meat ANSI 01 0,& 1 dimensional rtqulremenfs. Tapping Scows shall meet ANSI 816.6.4 dimensional tegUu m nt7. Diantetel and embedment shall be as kn&4ttd On the Installation dravbg. If wand fends to splk, pre -bore holes as follows (National Design SpetlRcagon for Woodconstruction). 1. No. B wood screw -Ile, diameter -pilot hols. R. NO. 10 wood screw • g/64' stammer plot hole. Wood Strews 6 Taporto Screw shall be of sufficient length so that the m ninnvm eunbedmenuintothefCcdvingSubstrate (member rocek,irp the paint) Is met, Wood Scretw 6 Tapping Serena shag not be used Jor fattening Mug Ore end grain of wood. Wood Screw 6 rapping Screw a,Wt bit lateral arld withdrawal leads used to geimere Otherwise rnoNtements are bead On a slkdfk OravRy Of 0.30 for epraCe-Pine•fic (SPF) unlessomerwyeneed. Wood Spews w/Piask Inserts.(Sbding Glass Door 0 Imtaladon ONLY) Factory appliedinstallationfeslenerholesinthesit, not used (or cantle screw inCAllatbn $hal be anchored wkh plastic anthbfs and wood screws meeting the following requlremenG. I. Nn, 10 Wood Screws where used! 1. shalt be Of sufficient length to provide min. 1 in. embedment into the cmcretoamasonry. 2. Anchor; Shall be Of a ryPe similar to mesa Aapicted below with allowable shearladsgnat$, thin of squat to x97 Ibs ultimate and 74 its working (uklmetef4). If. NO. O Wood Screws where US"; 1. still be of suffnknt length to pQAde cold. 7/e in. embedment Into theconnateormammy. Z. Anchors than be of o typo similet to those depicted below with avowable shearloadsgreaterthanorequalto246IbsUernateand61lbsworking (WtlmatAN), Fluted Plastic Amhor Pastic Plug Na lit (for 1nstAR6110n 01 window or door frame in wood stuck or framing subshals) a. Nags shelf meet the minimum requirements of the product specific Installation drnvmgs for Nafollowing, Chersetltlstlq, e. Shank Diameter il. Head Diamelar t. MaoRoundMoanyforwkdowInstallation. 2. AS Specified an the product Specific Installation showing /or one ey inuckingInstallationItapplicable b. Naos shall meal the dlmehdl0al t6O1kramenh of ASTM F1667, 'Standard Specification ofUrwunFasteners! Nails, $Plkb and Staples." C. Nails tinted in one of the f0lbwing EvIluati0n Report, MC -ES, we www.locsars.ag)) Decpreferred. H0wtvar, :f the mlehmfm shank aro head diameter& era maintained, this Is notmandatary. I. NER•272 1). ESA -mg U. llshall not be used for resigning published evaluationetnidgraNailsn of wood, e Neil allowable initial and wkhdrawal leads Used to generato fbttening regrkrements are brio, f. on a specificwoodtandgra icysolof 30 for Spn,G•ynpry (SPF) unlet, otherwye notedL Construction), p bore holes es follow$ (National Design Saxelfialbn For wood 1. 0.113" dna. cells • 444 drill sue poor hole. n. Other 460 diameter pilot hares not exceeding 7SµOf the heirs diameter as requved. C1Fmestrannn .•emNv fletinn A tions a FB oAr fmm p....._ 10) The buyer slap order windows and patb doors that will mut ftpon [be buiMefs Information, ylostono product MWa ilding ad,, rementf oastsorcodeamendmentsadmfnlarere0DYbatbuttdlr'Dtpdap rotmena Floridaasstm dim' and the codes building code, the buyer must know the structural, ct p Noce wenn thetleslgnprawns, water requiemmis, and egress. Dowhmenatfon provided to asgrve and negativeMilestoneblandfenestrationpfiduCtsIfndudeslea eta Ciba Extn,den (err its report and insroletiQ,M details. ct Resistant Aluminum Window and 11) The.Mfkstone Series 1000, 1500, 2000 and 3000 Nan -Impact Resistant Aluminum window and Patio Shding Glass OoOra lftUllatlon Instructions comply wilt, the following; a. 2001 FBC, Chapter 17'Secticnf 1707.4.4.1 for B"i0minQ nqukaments, 1707.4.4.2 For masonry, concrete or other slructnral substrates and 1707,4,4.3 fur wood or approvedframingmembers. b. 21104 FBC•81,11ding, Chapter l7 Sec -dons 1714.5.4.1 for anchoring ftfunements, 1714.5.4.2 for masonry, Concrete or other structural Sub rtrates end 1714.5.4.7 For woodorapprovedframingmembers: c. 2004 PBC-Rastde"VIII, Chat" 6 SdcUgns R613.6.1 for archoril reoulrements, 8613.62 for mamnry, tpntrete or other structural substrates and 8613.6,3 for wood or approvedframingmembers. 12) Mikemne Serial 1000, 1500, 2000 and 7000 Non•2mpact Resistant Aluminum WIMw,s and PatioSlidingGlassDoorsMetestedandlabeledInaccordancewiththefollowing. e. Design Pressure (Performance Rating) tested M accordance with the following. A Permanent Noel is placed on the frame meeting the nquiremonis of the lo0owing. 2001 P8C Section 1707.4.1.1, n. 2004 PeC•BUW1ng SeeMn 1714.5.2.], and III. 2004 FOC-Residentlel 5ec11m R6] 3.3.1.. b. Applied Loads and Gialing Wind load Resistance M accordance with the following. I. 2001 FBC 5'eclkm 2405.3, il. 2004 FBC-6ul)ding Sodk7n 1714.5.2.1, Ill. 2004 FOC-Ratldontiat Section 8613.] 6 R6]3.3.1, and A5TM E1300. C. A—pumanent label is placed On each light of the wh1dav, or door designating thetypeandthicknessoftheglaaingmeetingtherequlramentsofthefollowing. j. 2001 FBC, Section 2403.1, II. 2004 FBC-BulidMg Section 2403. 1, and Ili. 2004 FOC•Rosidendal, Section R308.1. 13) ovun0 performance Rating for fawstrotbn Instantly. a. The "ran lelembly Performance Rating shall be bated an the lover of following. i Tett report design pretsum based on the lower of the structural, air InfitiraHoa and water penetration testing M the positive and negative dlreehar s andreWoodontheWhillAMkZabeland/or ted report. h• Glass bed raelstence (ram ASTM E. 1300 retarded on the non•parmehenl jabot. b. Glass thkkno s may be greater than the tart apedmen per the reaWrements or ASTMFI300inmeetingappaedwindladln9perNote12.b above. I. In accordance with AAMVAD"CSA I0IfLS.2/A440.0S, Section 0.2.2 6 6.2.2, the $Mahler shall sWVV a dation pressure to allow the manufacturer to glazetheproducttomeetand/or "ll Me design Pressure requirements; of the project or the SpKVler wig specify a 918n type and thickness that meets and/orexceedsIn* design pressure requirements of the project. n The plan type and thickrats Specified by the speciner will not be less than thatusedwiththetestspecimen. 14) The windows Yon not be Installed in areas when the applied trensverse wind loads exceed theallowabledesignpisssuesbasedon13Aabove. 15) UmRations of -Use a. The windows shall be inslatled in Accordance with the f`aftpteetVrer's Ireuna[ionDrawings, b. Falconer Sera, Type and Spacing are determined hY the type of cunseructton per theMaw,'acturer's Installation Drawings. c. The windows aro ped0 doors Shan not be installed in areas where the applied transversewindladeexceedtheallowabledesignpressurebasedonthefolawtnp (see Note 13). i- test design pressure andlor fl. glass loadresistance detemdded Nom ASTM E• 1300. d. MILESTONE Serbs 1000, 1500, 2000 and 3000 Nbll•{nipact Reslsunt Aluminum Windows and Patio SlIdirg Grass Doors have not been 90JUated for use In High VelocityHurricaneZones (Browerd and Dade Counties) or In Wihd•Sbme Debris Regions asdonnedinthe2001FloridaBuildingCod#, 2004 Florida Building Clpe-B Uding and 2004Flutl" Building Code-Rtsidertial and shall not be used 1n the HVNZ. MILESTONE Series 100% 1500, 2000 and 3000 Non•Impax Resistant AluminumWindowsandPatioSlidingGlassDOSSmaybeusedinWind -Bane Debris Regions asdentedinrhe2001Florida6WldingCode, 2004.11"lorlde Building COde•8uilding and 2004FloridaBu;Wing Code-Resldentli l Dur Ile outside the High Velocity Hurricane Zones8ronadandDadecounties) 7 a Florida Building Code approved shutter assembly isempipyedtoprotectthewindoworthebuildingIsdesignedasPertiallyEnclosedInaccordancewithapplicableFBCcod* t*.f 0 2 Detat 11/14/08 Sole: NTS Grown Sir R]A Chocked OV: )H Drawing No. FLEX20100 Sheet 2 of 2 Ifall laN 0INIII InIII NJffgl if in 10 a Ni11u61i11iloll THIS INSTIRU,MENT PREPARED B Name: a MARYAW MORSE, CLERK OF CIRCUIT COURT Address:r7" ct SEMINOLE COUNTY PK 07407 Pg 00411. (I pg ) State of Florida CLERK' S # 2010075928 RECORDED 07/01/i?010 0315R:17 PM RECORDIND FEES 10.00 NOTICE OF C®MMENC -' T Soith Permit Number Parcel ID Number (PID) 3k' 1 30, 6-64, 0/> The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, thefollowing information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Lf I description of the property and street address if available) GENERAL DESCRIPTION OF IMPROVEMENT OWNER INFORMATION r Name and address: 6 r i• n L J ` i 1 So Fee Simple Title Holder name and address (if other than owner) : i RT,1F1 nRYA .o CONTRACTOR Name and address it 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: In addition to,himself, Owner Designates Section 713.13(1)(b), Florida Statutes. To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement: The expiration date is 1 year from date of recording unless a different date is specified. of 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 ORANATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ST E OF ORID / COUNT,; :OF SE 1' LE OWr1fEkS SIGNATx OWNERS PRINTED NAN),- NOTE: Per Flo ' tatute 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 day of. 20 l by r Name of person making latement OR who has produced identification it. . Who is personally known tome[] type of identification produced CC- bf-j-t ter C VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES UNDER NA IES OF PERJURY, I DECLA THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT ARE,TRUE T .THE BEST OF MY_"OWLgGVAND BELIEF. NATORE OF NATURAL PERSON SIGNING ABOVE JAKE AIL RENY jgjary,Ru lle, State of Florida Commisslonll D0981691 My comm. expires Apr. 13, 2014 t n t! ty 9 r Ii E REVISION e PERMIT # DATE' A E PROJECT ADDRESS /WVv T {{ CONTRACTOR lou4 V : PHONE # LO 90g -` 097 FAX CONTACT PERSON DESCRIPTION OF REVISION UTILITY DEPT FIRE PREVENTION PLANNING AUG p 6 ZULU d'd I' it 0 r, Y i OFFICEPERMIT SHr4"CrLES AX Tell COMP. SHINGLE5 OVER 151 F5LT J ON 15/32, CDX OR 055 MIN. , /n/C0J-,q 'T/ 0A1 PRE-EwzR4EERED TRUSS +24' OZ. W/HURR1CANE ANCHOR ON EA. TRJSS. SEE SCHED. FOR TYPE 4 MANUR PRO VIDE MILD. PAPER OR STEEL PLATE BETWEEN TR.t55 4 G: -11J. VE.v'rc. ) SOFFIT — CEMENT TEXTURED FINISH PRE-CA5T SILL 8' CM11. 6` ACi 9 WOOK (TYP) E FM. GRADE SEE >=LEv. I 5d COOLER NAIL5 OR GIL554 4 l' O.G. FILLED LINTEL' BLOCK W/ 10 5 CONT. W/254 5F'L1 E M1u P•G• G/n/TEG vz . 6YP BOARD OVER 3/4' P.T. FURQ1NG R`.Z *Z4/.v. ALAN. WINDOW OR FIXED GLASS MARBLE SILL 15 + ROD M FILLED CELL AS PER FLOOR PLAN TIED TO CONT. ROD IN FOOTER 4 LINTEL ROD Lo 4 T SGAB d CONC. SLAB W/ FIBEWE51-1 OR W/bx(o 10/10) 01 OVER 6M v15a i— CLEAN, COMP, TERMITE TREATED FILL rte Fo v.d.q rr o.o.' t ,4 T.S. Ch aFfi:', Licensed Professional Igineer 5n S.,;"' S -IR.. 434 Altamonte Springs;( FI, 32714' 407)521-5557 PAX (40.7)52,1-5434 PB 0040748 REVISION PERMIT # O _ L+j DATE PROJECT ADDRESS _ 600 r CONTRACTOR t PHONE # L(07- - d q FAX # CONTACT PERSON DESCRIPTION OF REVISIONlP T UTILITY DEPT FIRE PREVENTION PLANNING BUILDING ,7.f A/6