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HomeMy WebLinkAbout1321 Olive Ave (2)i i CITY OF SANFORD PERMIT APPLICATION [ Permit # =3y Date: J RECEIVED Job-Address:--1-T- tf ©1 Iy, Ave B t1 '' 5 2006 7 Description of Work: ?EPIIrE r'C 2eN In///1 iJAnJS 7 L_?/h4 4iN000 F4g;eTotal Square Footage Historic District: Zoning: Value of Work: Permit Type: Building Electrical Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/ New Residential: # of Water Closets Occupancy Type: Residential Commercial Mechanical Plumbing Fire Sprinkler/Alarm Pool Addition/ Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Cale. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial _ Industrial Construction Type: # of Stories: # of Dwelling Units: JFlood Zone: ( FEMA. form required Owners Name& Address: 1MEW(On VEOT%RE5 PW S- AfOV P0 %P001-3 ) geA" 3217[f Phone: 3$6) 14 552 Contractor Name & Address: 4 /6 - Ph, 9 [`X ACHE '04YAW4 H 3? II /3 State License Number: / C(aaC- Z_17 j 7nss-- Phone & Fax: t 396 2Sti 4 V 16 Contact Person: Phone: i % 37S J Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: _ 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 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. 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 aw, FS 713. Signature of Owner/ Agent a Signat e f Gog r ggni a[ h Owner/Agent is _ Produced ID APPROVALS: ZONING: Special Conditions: Rev 03/2006 Personally Known to Me of UTIL: FD: DEBBIE BLANTON j MY COMMISSI® N # DD 188491 ati EXPIRES: February25, 2007 1 1.800- MOTARY FL Mol,erf oisceint Assoc. Co. ac or fiT i3 l •"Personally [4 r Q Produced ID — - t_ to 0 o J ENG: BLDG:_D na; 10 7, 0 0 CITY OF SANFORD PERMIT APPL[CAT[ON Permit # : Date: Job Address: 1 21 12/ ( v e Description of Work: kEPIA to r0r2(N In//r1 iJCai,IS FLa Rlh,STvCCO Fjc eTotal Square Footage Historic District: Zoning: Value of Work: S Eia Permit Type: Building Electrical Mechanical Plumbing . Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) Owners Name & Address: Hli i, `1n ?_&I Es(71I c Ul rV/G 5 )& Q _:54Cj2k A- Po t%W00p '964CA 32174 Phone: 3t Vr' 76_- Phao'X AllE `.{/7'rLew—¢ &H 22II X State License Number: CPIC 125-Al 1 XQ? Phone & Fax: 390 25-7- 406 Contact Person: P 1 Phone: C% V_5 O Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 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. Acceptan of permit is verification that [will notify the o7 jt property of the requirements of Florida Lien aw, FS 713. Signature of weer gent Date Signal e f r g3n at bM n-s LOBA0— Print Owner/Agent's Name Signature ofMotarY7StA ofFlorida Date a••,, Jennifer Spencer ME Commission #D jD567. ' 4f211( 3 iEwmAmyor PCo' uY Pain o fewA,aiies, Ins sm"335•70r® Sign ure' ary-State of Florida - - ate DEBBIE BLANTON MY COMMISSION # DD 168491 4 EXPIRES: February 25, 2001 1-B00. 9-NOTARY FL.N;obzyDisrouJAssoc.Co. COrltrPr or - OM--Fla—I /v q Produced IDtr 1 y J APPROVALS: ZONING: UTIL: FD: ENG: BLDG: Special Conditions: Rev 03/ 2006 THIS INSTRUMENT PREPARED BY: Name: Jennifer Spencer Address: 800 S Nova Rd, Suite R rmond each, 174 State of Florida I.t'! C tE t)U-N'{ NOTICE OF COMMENCEMENT Building & Fire Inspection 1101 East First Street Sanford, Florida 32771 County of Seminole Parcel ID Number (PID) _ 35-19-30-5AJ-OD00-051A 4l3 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with r•,Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. c ESCRIPTION OF PROPERTY (Legal description Olive Ave, Sanford, FI 32771 ptian of the property and street address) _ a; LEG S 100 FT OF LOT 51 BLK D SOUTH SANFORD PB 1 PG 94 t. CD GENERAL DESCRIPTION OF IMPROVEMENT Replace termite damaged porch, replace windows, stucco exterior, replace flooring and cabinets Q o `c OWNER INFORMATION n American Real Estate Ventures, LLC, 800 S Nova Rd, Suite R, Ormond Beach, Fl 32174 L;C Name and address: •--/ C; , J CONTRACTOR Na me and address: PJ Selby Construction Co., 475 Phoenix Ave, Daytona Beach, Fl 32118 5 L ? Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served 9as provided by Section 713.13(1)(b), Florida Statutes. Name and address, Cl In addition to himself, Owner Designates of tt:1 To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement i-•::(The expiration date is 1 year from date of recording unless a different date is specified.) a.. STATE OF FLORIDA COUNTY OF SEMINOLE Signature of Owner U The foregoing instrument was acknowledged before me this a day of (,( , 20 1z ay '::Lrnas ,,— Who is personally known to me C.) L:1 Name of person making statement 4R who has produced identification type of identification produced 17 CK 6 t" " atoluuiiw zjj \,\a ,eok er U. ` SSIoyF 7", to Notary ignature 99 l (*d W QO ~ till 1111111111111111111 11 III if 1l 1111 r h A ®. Am 919260 08 June 2006 ATTN: City of Sanford American Realestate Ventures RE: 1321 Olive Avenue Residence SU: Certification of Site Inspection May 3, 2006 This is to certify the following items found during our Visual Site Inspection and required repairs: 1. Front Porch has collapsed and will need to be re -constructed including supports, roofing, decking etc.. See Plans for Re -Constriction. 2. Inspection holes were cut in the floor and wall areas. Structural members in the floor system were rough cut wood and were structurally sound. Wood Flooring in areas will need to be replaced or removed and new decking installed. Bottom chord on some interior wall areas need to be removed and replaced due to age and damage. Top Chords were intact and structurally sound. 3. Exterior Siding will need to be removed and replaced in the front of the house. 4. Roof Shingles were intact but some roof decking will need to be checked and replaced, if required, due to sagging. 5. The Beam located at the Exterior of the building, at the Dining Room area will need to be jacked in place as there has been some failure. 2 new 2" x 6" Beams needs to be bolted, one each side of this area, and extend to each support area. Use %2" Galy. Bolts with nuts and washers @ 24" O.C.'s after the original beam has been jacked up to original position. 6. Rear Staircase exiting the residence need to be re -built and rear porch decking replaced w/ new 5/8" Ext. Ply Decking. 7. Electrical Panel will need to be inspected by a certified electrician and replaced if required and/or upgraded. 8. Existing Windows will need to be replaced with udated windows. 9. Exterior of residence needs to be scraped and painted or screened, stucco'd and painted. Other repairs may incur when re -construction commences. Wonald ed by; H. Wilson, P.E. Lisc. No. 9710 E mail - r h w e n g r@ earthlink.net phone -402= 92 fir -407-682-3"l POWER OF ATTORNEY Date: I, T do herby authorize f % ki x flk0IR2y r-(<,I to pull the 3 cJl ol1 N permit for /3 0/ l' i/eV L" Type of permit job address Signature UIQ Notary Personally known tome or drivers license #'r- P 1 o 1 ! 410 ?, State of Florida, County of 2.n,.r on day of 20pgo. DEBBIE BLANTON MY COMMISSION # DD 188491 EXPIRES: February 25.2007 yNpTARY FL Notery piscount Assoc• Co. I -800- Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 tik w,.lt.. it i 2$G, 33DAYIDJOHNSON. CFA. ASA L-S C'Q 37.A C34.0 C W 13TH PL PROPERTY UJI APPRAISER 49.0 ; aIDSEMINOLECOUNTYFL. D D 1101 E. FIRST ST SAKFORD, FL3277t-1468 28A Ij 65.D 407-655-7505 J 54.0 2A 12E m $3.a f 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 35-19-30-5AJ-OD00-051 A Number of Buildings: 1 Owner: AMERICAN REAL ESTATE VENTURES Depreciated Bldg Value: $15,854 Own/Addy: LLC Depreciated EXFT Value: $0 Mailing Address: 800 S NOVA RD STE R Land Value (Market): $12,300 City,State,ZipCoF4,32174 Land Value Ag: $0 Property Add ess: 1321 OLIVE AVE_ Just/Market Value: $28,154 Subdivision Name: SOUTH SANFORD Assessed Value (SOH): $28,154 Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $28,154 Dor: 01-SINGLE FAMILY Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified 2005 VALUE SUMMARY WARRANTY DEED 04/2006 06193 0005 $32,000 Improved Yes 2005 Tax Bill Amount: $444 WARRANTY DEED 04/2006 06193 0003 $38,000 Improved Yes 2005 Taxable Value: $22,245 WARRANTY DEED 06/2005 05879 0908 $32,000 Improved Yes DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 0611985 01648 0033 $100 Improved No ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value FRONT FOOT & LEG S 100 FT OF LOT 51 BLK D SOUTH 100 100 .000 150.00 $12,300 SANFORD PB 1 PG 94 DEPTH BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE 1931 3 784 982 784 SIDING AVG $15,854 $39,635 FAMILY Appendage / Sgft OPEN PORCH UNFINISHED / 24 Appendage / Sgft ENCLOSED PORCH UNFINISHED / 36 Appendage / Sgft OPEN PORCH FINISHED / 138 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http:// www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=3519305AJOD00051 A... 7/5/2006 Division of Corporations Page 1 of 2 Florida Drpartment arState, Division of Corporahorls f d + x 1 • T 1 • 1 1 1 11 ,„ Z 71r1. YrrThrz.n l Pit_ he JJ;1;Wry Florida Limited Liability AMERICAN REAL ESTATE VENTURES, LLC PRINCIPAL ADDRESS 800 S NOVA RD SUITE R ORMOND BEACH FL 32174 MAILING ADDRESS 800 S NOVA RD SUITE R ORMOND BEACH FL 32174 Document Number FEI Number Date Filed L05000083525 203411649 08/23/2005 State Status Effective Date FL ACTIVE 09/01 /2005 Total Contribution 0.00 Registered Agent Name & Address LOEBEL, TOMAS E 800 S NOVA RD SUITE R ORMOND BEACH FL 32174 Manager/Member Detail II Name & Address 11 Title 11 LOEBEL, TOMAS E 864 JOHN ANDERSON DR MGRM ORMOND BEACH FL 32176 cordet.exe?a1=DETFIL&n1=L05000083 525&n2=NAMFWD&n3=0000&n4=N&r1=&r2=&:7/5/2006 Division. of Corporations Page 2 of 2 annual R-epons Report Year Filed Date 2006 01/17/2006 101/17/2006 -- ANN REP/UNIFORM BUS REP 08/23/2005 -- Florida Limited Liability THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT cordet.exe?al=DETFIL&n1=L05000083 525 &n2=NAMFVWD&n3=0000&n4=N&r 1=&r2=&r7/5/2006 owfze, - SIDE - HINGED WOOD -EDGE STEEL DOOR UNIT 6- 8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REOUIRED 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E04 4 PLASTICS TESTING OF LITE FRAME MATERIAL' cciwr SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F RATE OF BURNING ASTM D635 110 IN MIN SMOKE DENSITY ASTM 02843 1 69.6% TENSILE STRENGTH* ASTM D638 7.48% DIFF I. UNrnRn - ac... - r.......... .... ..-.. 4500 HOURS XENON ARC METHOD 1 l 149" MAX OVERALL FRAME WIDTH 21 " MAX 36.375" MAX. 37. 5" MAX. D. L.O PANEL WIDTH FRAME WIDTH W/ ASTRAGAL N ao a C) 5jM ci I - 411, 1,i SINGLE DOOR UNIT DOABLE DOOR UNIT TABLE OF CONTENTS SHEET DESCRIPTION I TYPICAL ELEVATIONS & GENERAL NOTES ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT WITH SIDELITE SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIOELFTES WITH SIDELITE DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CON I x MAX WIDTH 37. 5 INSWING 50. 5 -50.5 OUTSWING 50. 5 -50. INSWINGOUTSWING 19. 0 -1 .0 0. -50. xX 74 S.- 0.5 50. - 19.0 -19.0 OX o, XO 0. - 0. -50. 19.0 -19.0 50.5 4-50.5 Ox0 WITS- 0. - 0. - 19.0 -19.0 50. - 0. OXXO I 0.5 - 0. 50.5 - D. 19.D -19.0 5 - 505 OL Lo O U dDo EY LV O 1n 1= LL1 U cc z Z L- Li C) Z O 2 U 7/ 1 owc. 8r: SWS OF SEE DETAIL C" SHT. 2 3" N o L1 SEE DETAIL N "D" SHT. 2 w Z W mimi Y G iu 3' — 6, 6• 3' 3" I 6. 6. 1 ff W a o' w W B C N 6 b f 6' TT6" ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE FLORIDA #15935) WITH THE LOWEST (LEAST) HARDWARE SCHEDULE FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 50. AT 5-1/2" CENTERLINE. SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN 2. 4" X 4" FULL MORTISE BUTT HINGES LOCATION. p,29" MAX 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL— ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT I Ad debNAY OF 1 -1 /2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 8 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TYPICAL ANCHOR INSTALLATION a TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. SCALE: N.T.S. M. er: SWS j CKK. BT: DmwNO NO OWE-uA-rL0130-05 SNEEF -,L or 3 6" SEE DETAIL 6" L .. E.. 3' 3 'i ITr. — I 3 r. .3 Ir 3 c — 1 1— 3I 1 SEE DETAIL C" I I I I 6" 6 6• 6" I I I O wa Y 9 A w B 0 i II 6" 6" . 6 ii 0 I _ N N 0 f a SEE DETAIL r 0 2-T o s ^ io 3" — I ' 6^ 3 Y— 3" ti 3 u 3.6 SEE DETAIL F_ 8 x 2-1/2" #10 x 2" #8 x 2-112" 10 x 3/4" 8 x 2-1/2" #10 x 1-114" 10 x 3/4" p 10 x 3/4" 10 x 2" OETArL "E" ASTRAGAL DETAIL " C" ATTACH ASTRAGAL RETAINER BOLT DETAIL " D" STRIKE PLATE TO FRAME AS SHOWN. Aft" bWW 1 0.9621 Cal alionNn INSWING THRESHOLD OUTSWING THRESHOLD 6' IEE DETAIL C" 6' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL " F" ASTRAGAL Dow 995 OR CWK\ 6 x ,—t/Y PN5 DOW so OR EauK EI 61 B 1.: 1NTEBIQB TYPICAL GLAZING DETAIL DATE: 7 1 1 05 SC" N.T.S. anc. : sws cm 9Y. SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES m fFNFRAL NOTES EVALUATED NCODE ANDSRI WHERE NG TO PRESSURE HEFLORIDA BUILDINGREOUIREMENTSASDETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, i DOES NOT EXCEED THE DESIGN PRESSURES LISTED 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REOUIREO ON um OPAQUE PANELS, BUTISREOVIREOONGLAZEDSIDELITES3POLYURETHECOREOF 5 INDEXPOFF REA601 UlmANDSMO EDEVELOPEDUPEERASTME844PLASTICSTESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 6BO 'F > 650 'F RATE OF BURNING ASTM 0635 1.10 tN MIN SMOKE DENSITY ASTM 02843 69.67G TENSILE STRENGTH' STM DB38 7.48R OIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET p AG DESCRIPTION I LEVATIONS k GENERAL NOTES 2 LOCATIONS DETAILS 3 G LOCATIONS & DETAI S 149- UM UVLXALL ? MAUL MUM - -- 21" MAX 36. 375" MAX. D.L.O. PANEL WIDTH MAX. FRRAMEAME WIDTH -' cq W/ASTRAGAL M C) Do: o011100 SINGLE DOOR UNIT SMGLENDOOR UNIT SINGLE DOOR UNIT WISID IT S WITH SIDELITE - JWR SIOELITE DOUBLE DOOR UNIT W/ SIDEUTES WH R WAT R INFILTRATION PERFORMANCE 15 DESIGN PRESSURE RATING REOUIREO TO BE 15% OF DESIGN PRESSURE coN G MAX WI INSWING 0 SWING fNbwlNql OUTSWING 1( 37.5 76.0 - 76. 6.0 1010 + .0 - .D XX 74 5 -0 - 5. 0 0 5.0 19.0 -19.0 +55.0 - 5.0 OX or XO 5 5 . 0 - 5.0 5.0 5 .0 19.0 -19.0 +5 .0 - 5.0 XO 112. 0 - 5.0 55. 3.0 5 .0 19. 0 -19.0 +55.0 - -55.0 149 55.0 -55.0 5.0 SS.0 19.0 -19.0 +55.0- - 5. a to D= 0 U p cyN O U) QZ Lj 2 OO O g U scAm- N. T. S. 1DWU. BY. sws au- M: OF 3" f ASEEDETJ1,- 3" EE DETAIL _,T T. n 6' F' ASTRAGAL RETAINER BOLT HOLE 110 x 2" f8 x 2-1/2" ITHE THRESHOLD &UST BE DRILLED T INTO U GH 8 x 2-1/2THE STRUCTURE DEEP ENOUGH 18 2- 1/2" g10 1-1/4" 10 x 3/4" FOR A 1.375" THROW x x a 110 x 3/4" y10 x 3/4" I DETAIL "F" ASTRAGAL 1910 x 2" DETAIL "E` ASTRAGAL QETAIL "C" ATTACH ASTRAGAL RETAINER BOLT D fa5 STRIKE PLATE 70 FRAME on /6 -,/ r vA,s A AS SHOWN. 0.962' 1 Commomw 1.375' 7 oar "5 pdi oft caws T T wll m INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL cL co 0 U N Z ty00 O LdZ wQ ww 00Q O Q ^ Z U srxc: N. T.S. aw. ar: SWS or: OF SEE DETAIL C SHT. 2 n 49 U SEE DETAIL D` SHT. 2 0W rc 0 l G Y--• 70 3' I f 6. 3 E 6• I C, a ATTACHMENT DETAIL 1 ANCHANALYSIS FOR CONDITIONS EREPARED, SGNEDANDSEALEDBYLHHARODE. RUPP. POADING FLORIDA # 15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE i , 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL EACH ANCHOR MIN T SHIMMUSTBEPLACEDINSHIMSPACEAT0.25" MAXLOCATION. SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/ AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT; OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE t == MINIMUM EMBEDMENT OF 1-1/4". TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 8' 6' I I 1 01 1 1 it I 11 UADMAJADC C/`UCT\I II C 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES scat: N.T.S. owc. en SWS GK BY: or 0 oWiL8446 SLANG EXAMINCk REVIEWED FOX CODE, COMPLIANCE KEEP THIS PLAII 9N JOB MAY 2 Y 2003 Building [oiiv-Jax., FL. A Examiner SI ature License No. AAMA/ NWWDA 101/I.S.2-97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. SERIES/ MODEL: 740/744 Oriole TYPE sf Aluminum Single Hung Window with Nail -lea Title AAMA Rating Operating Force Air Infiltration Water Resistance Test Pressure Uniform Load Deflection Test Pressure Uniform• Structural Load Test Pressure Deglazing Forced Entry Resistance Test Specimen #1 H- R35 47 x 89 25 lb max. 0. 12 cfrn/ft 5. 30 psf 35. 3 psf 47. 2 psf 53. 0 psf 70. 8 psf Passed Grade 10 Summary of Results Test S ecimen 92 H- R30* 39 x 90 N/ A N/ A N/ A 33. 3 psf 34. 7 psf _ 50. 0 psf 52. 1 psf N/ A N/ A Test Specimen #3 H- R35* 39 x 90 N/ A N/ A N/ A 35. 3 psf 47. 2 psf 53. 0 psf 70. 8 psf N/ A N/ A Reference should be made to ATI Report No. 01-41979.01 for complete test specimen descriptionanddata. Architectural Testing AAAlA/NWWDA 101/I.S.2-97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. P.O. Box 370 650 West Market Street Gratz, Pennsylvania 17030-0370 Report No: 01-41979.01 Test Date: 06/19/02 And: 06/21 /02 And: 07/24/02 Report Date: 08/26/02 Expiration Date: 07/24/06 Project Summary: Architectural Testing, Inc. (ATT) was contracted by MI Home Products, Inc. to perform tests on three Series/Model 740/744 Oriole, aluminum single hung windows with nail -fin at their facility in Elizabethville, Pennsylvania. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: H-R35 47 x 89; Test Specimen #2: H-R30* 39 x 90; Test Specimen #3: H-R35* 39 x 90. General Note: An asterisk (') next to the performance grade indicates that the size tested foroptionalperformancewassmallerthantheGatewaytestsizefortheproducttypeandclass. Test Specification: The test specimen was evaluated in accordance with AAMAiNWWDA 101/1.S.2-97, Voluntary Specifications for Aluminum. Vinyl (PVC) and Wood Windows and GlassDoors. Test Specimen Description: Series/Model: 740/744 Oriole Type: Aluminum Single Hung Window with Nail -Fin Test Specimen #1: Gateway Performance Specimen H-R35 47 x 89 Overall Size: 3' 11-1/4" wide by 7' 5-1/4" high Interior Sash Size: 3' 10" wide by 2' 1 1-3/4" high Fixed Daylight Opening Size: 3' 8-5/16" wide by 4' 3" high Screen Size: 3' 9-l/8" wide by 2' 11-1/2" high Glazing Type: 3/16" annealed 130 Derry Court York, PA 17402-9405 phone:717.764.7700 fax'. 717.764.4129 www.archtest.com O141979.01 Page 2 of 6 Test Specimen Description: (Continued) Test Specimen #2: H-R30* 39 x 90 Overall Size: 3' 3-1/4" wideby T 5-1/2"high Interior Sash Size: 3' 1-7/8" wide by 2' 11-11/16" high Fixed Daylight Opening Size: 3' 1-1/4" wide by 4' 2-1/2" high Screen Size: 3' 1-1/8" wide by 2' 11-1/2" high Glazing Type: Fixed daylight opening 3/16" annealed, Interior sash 1/8" annealed Test Specimen 43: H-R35* 39 x 90 Overall Size: 3' 3-1/4" wide by 7' 5-1/2" high Interior Size: 3' .-7/8" wide by 2' 11-11/16" high Fixed Daylight Opening Size: 3' 1-1/4" wide by 4' 2-1/2" high Screen Size: 3' 1-1/8" wide by 2' 11-1/2" high Glazing Type: Fixed daylight opening 1/8" tempered, Interior sash 3/16" annealed The following descriptions apply to all specimens. Finish: Unit was silver in color. Glazing Details: The active and fixed sash were single glazed. Both sash were channel glazed using a flexible wrap -around glazing gasket. Weatherstripping: Description Quantit Location 0.170" high by 0.187" backed 1 Row Fixed sash stiles and top rail polypile with center fin 0.330" high by 0.187" backed 1 Row Fixed sash interlock polypile with center fin 0.090" high by 0.187" backed 1 Row Interior sash stiles polypile 0.270" high by 0.187" backed 1 Row Interior sash stiles polypile with center fin 5/16" vinyl, hollow bulb seal 1 Row Interior sash bottom rail 0141979.01 Page 3 of 6 Test Specimen Description: (Continued) Frame Construction: The frame was constructed of extruded aluminum. The comers were coped, butted, sealed, and secured utilizing two 5/8" screws through the jambs into the sill and head screw bosses. Sash Construction: The sash members were constructed of extruded aluminum. The corners were coped, butted, sealed, and secured utilizing one 5/8" screw through the jambs into the rails screw boss. Screen Construction: The screen frame was constructed from roll -formed aluminum members with keyed comers. The fiberglass mesh was secured with a flexible spline. Hardware: Description Ouanti Location Metal cam lock 2 10" from ends on interior sash meeting rail Balance assembly 2 One per jamb Plastic tilt latch 2 Ends of meeting rail on interior sash Metal tilt pin 2 Ends of bottom rail on interior sash Drainage: Sloped sill ment: Installation: The unit was installed in a 2 x 8 #2 Spruce -Pine -Fir wood buck. The unit was secured utilizing 1-5/8" drywall screws placed 3" from comers and 10" on center around nail fun perimeter. The exterior was sealed utilizing polyurethane. Test Results: 7ttz-esu are tabulated as follows: BU1LDING COMPara PLANS r,,AP,^-Nr-F graph Title of Test - Test M VFFP 'PHIS Pl . Test Specimen 01: Gateway Performance Specimen H- 47 x 89 1AAY z 1 M 2.2.1,6. l Operating Force 5 lbs - 30 lbs max 2.1.2 Air Infiltration (A5"1'M )g 2 3 @ 1.57 psf (25 mph_ __--Ar1/ft- 0.3 cfm/ftmax. Examiner signature Note #1: The tested specimen rne ff'feNp°erfur!'ZTKe1a' levels specified in AAMAINWWDA 1011I.S. 2-97 for air infiltration. 01-41979,01 Page 4 of 6 Test Results: ParagraMh Title of Test - Test Method Results Allowed Test Specimen #1: (Continued) Water Resistance (ASTM E 547-00) with and without screen) WTP = 2.86 psf No leakage No leakage 2.1.4.1 Uniform Load Deflection (ASTM E 330-97) Measurements reported were taken on the meeting rail) Loads were held for 33 seconds) @ 33.1 psf (positive) 0.77"* 0.26" max. @ 42.9 psf (negative) 0.891#* 0.26" max. Exceeds L11 75for deflection, but meets all other requirements. 2. 1.4.2 Uniform Load Structural (ASTM E 330-97) Measurements reported were taken on the meeting rail) Loads were held for 10 seconds) @ 49.7 psf (positive) 0.08" 0.18" max. @ 64.3 psf (negative) 0.12" 0.18" max. 2. 2.1.6.2 Deglazing Test (ASTM E 987) In operating direction at 70 lbs Interior sash meeting rail 0,12"/25% 0,5011/1000/0 Interior sash bottom rail 0.12"/25% 0.5011/100% In remaining direction at 501bs Interior sash right stile 0.06"/12% 0.5011/100% Interior sash left stile 0.06"/12% 0.50"/100% Forced Entry Resistance (ASTM F 588-97) Type: A Grade: 10 Lock Manipulation Test No entry No entry Test A 1 thru A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry 01-41979.01 Page 5 of 6 Test Results: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1 (Continued) Optional Performance 4.3 Water Resistance (ASTM E 547-00) with and without screen) WTP = 5.3 psf No leakage No leakage Uniform Load Deflection (ASTM E 330-97) Measurements reported were taken on the meeting rail) Loads were held for 33 seconds) @ 35.3 psf (positive) 0.81 "* - 0.26" max a 47.2 psf (negative) 0.91 "* 0.26" max Exceeds L11 75for deflection, but meets all other requirements. Uniform Load Structural (ASTM E 330-97) Measurements reported were taken on the meeting rail) Loads were held for 10 seconds) @ 53.0 psf (positive) 0,11" 0.18" max. @ 70.8 psf (negative) 0.14" 0.18" max Test Specimen #2: H-R30* 39 x 90 Optional Performance Uniform Load Deflection (ASTM E 330-97) Measurements reported were taken on the meeting rail) Loads were held for 42 seconds) @ 33.3 psf (positive) 0.31"* 0.21" max. @ 34.7 psf (negative) 0.27"* 0.21" max. Exceeds L1175 for deflection, but meets all other requirements. Uniform Load Structural (ASTM E 330-97) Measurements reported were taken on the meeting rail) Loads were held for 10 seconds) @ 50.0 psf (positive) 0.02" 0.15" max. @ 52.1 psf (negative) <0.01" 0.15" max. 01-41979.01 Page 6 of 6 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #3: H-R35* 39 x 90 Optional Performance Uniform Load Deflection (ASTM E 330-97) Measurements reported were taken on the meeting rail) Loads were held for 42 seconds) @ 35.3 psf (positive) 0.38"* 0.21" max. @ 47.2 psf (negative) 0.27"* 0.21" max. Exceeds L/175 for deflection, but meets all other test requirements. Uniform Load Structural (ASTM E 330-97) Measurements reported were taken on the meeting rail) Loads were held for 10 seconds) @ 53.0 psf (positive) 0.01" 0.15" max. @ 70.8 psf (negative) <0.01" 0.15" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced except in full without approval of Architectural Testing. For ARCHITECTURAL TESTING, INC Mark A. Hess Technician MAH:baw 01-41979.01 Allen N. Reeves, P.E. Director - Engineering Services F V7 T • IT C'!AL E j londa tsuilamg 1-uuc ..,«,ula. v- submit Surcharge st..... Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Referenced Standard and Year (of Standard hrtn-//www.floridabuilding.org/pr/pr app dtl.aspx?param--wGEVXQwtDgsui%2bghrMIZH... 6/3/2006 mnda tiunaing i.oue viiuiia Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Paae ANSI/AAMA/NWWDA 101/I.S.2 Method 1 Option A 09/22/2005 10/14/2005 10/07/2005 10/17/2005 i FL # 14odel, Number or Name Description 5438.21 740/3740 Fin Frame 52x71 Insulated DSB Ann Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Approved for use outside HVHZ: Installation Instruction Verified By: Impact Resistant: Design Pressure: +/- Other: R-45 DP-47.2 Per manufacturers installation instructions. 5438.22 740/3740 Fin Frame 52x71 Single Glazed 3/16 Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-35 DP-47.2 Per manufacturers installation instructions. 5438.23 740/3740 Fin Frame Oriel 52x71 Single Glazed 3/16 Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-35 DP-47.2 Per manufacturers installation instructions. 5438.24 740/3740 Fin Frame Oriel 47x89 Single Glazed 3/16 Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: I-..-./i.......,, nrn/„r/nr ann titl AQny9nnrATYI TF.V)( /wt /nC111%2hnhrMi7.H._. rionaa tsuuuuig wuc'Jill l- Design Pressure: +/- Other: R-35 DP-47.2 Per manufacturers installation instructions. 5438.25 740/3740 Fin Frame Oriel i Limits of Use (See Other) 1 Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: Other: R-35* DP-47.2 Per manufacturers installation instructions. 5438.26 740/3740 Flange Frame Limits of Use (See Other) y Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: R-45 DP-47.2 Per manufacturers installation instructions. 5438.27 740/3740 Flange Frame Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: i` Other: R-45 DP-47.2 Per manufacturers1Iinstallationinstructions. . 9x90 Single Glazed 3/16 empered Fixed ertification Agency Ce nstallation Instruction Verified By: 12x71 Single Glazed DSB ertification Agency Ce Installation Instruction Verified By: 52x71 Insulated DSB Ann Certification Agency Ce Installation Instruction Verified By: 5438.28 740/3740 Flange Frame 5302 Single Glazed 3/16 Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: Other: n- 7 r1 A F rf..rnOther: RI 215 vP-3. Per manufacturers installation instructions. 5438.29 10riel740/3740 Flange Frame Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: R-35 DP-42.9 Per manufacturers installation instructions. 5438.30 10riel740/3740 Flange Frame 7x89 Single Glazed DSB ertification Agency Ce Installation Instruction Verified By: 7x89 Insulated 3/16" An httn-//wwwflnrici:i'hiiiiiiing.org/nr/nr ann dtl_asnx?naram--wGEVXOwtDasui%2bahrMIZH... 6/3/2006 nonae vulwing k,uuc viui,ic imits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: R-35 DP-42.7 Per manufacturers installation instructions. ertification Agency Ce Installation Instruction Verified By: jfLApproved 740/3740 Flange Frame 36x88 Insulated 3/16" An Oriel Tempered Fixed Use (See Other) Certification Agency Ce d foruse in HVHZ: Installation Instruction ed for use outside HVHZ: Verified By: Resistant: Pressure: R- 35* DP-47.2 Per manufacturers on instructions. 32 1740/3740 Flange Frame 152x71 Insulated DSB Ann Oriel jjLl its of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: R-35 DP-47.2 Per manufacturers installation instructions. 38. 33 3740 Flange Frame 2 Single Glazed 3/16 Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: IDesign Pressure: +/- Other: R-45 DP-47.2 Per manufacturers installation instructions. A38: 34 08540 Fin Frame imits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: R-40 DP-50 Per manufacturers nstallation instructions. Go to Page 0 18x72 Insulated SSB Ann ertification Agency Ce Installation Instruction Verified By: Back I I Next nrrt/ nr/nr ann rltl acnx?narsm=wC1FVXOwtDosui%2bahrMIZH... 6/3/2006 r loruka nulMing ,oae vciuuG DCA Administration Department of Community Affairs Florida Building Code online Codes and Standards 2SSS Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 2000-2005 The State of Florida. All rights reserved. CODVriyht and Disc],, Product Approval Accepts: ecn:. CrkOVE httn-//www.floridabuildina.orQ/pr/pr app dtl.aspx?param=wGEVXQwtDgsui%2bghrMlZH... 6/3/2006