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613 Cypress Ave 06-1569 SFR
PERMIT ADDRESS V\ SUBDIVISION CONTRACTOR ^sL Uc PERMIT # DATE ADDRESS _Z:� PERMIT DESCRIPTION c PHONE NUMBER - c� Sri AAOO PROPERTY ADDRESS PHONE NUMBER �6 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE y PERMIT VALUATION U\ CQD SQUARE FOOTAGE LLQ- City of Sanford Certificate of Occupancy This is to certify that the building located at 613 Cypress Ave for which permit number 06-1659 has heretofore been issued on March 28, 2006 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family Residence subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Building: R Addison Engineering & Planning: M Replogle Public Works: J Davis Utilities: R Blake Fire Department: Date 03/21 /07 03/20/07 03/21 /07 03/23/07 Conditions (if blank, no conditions apply) Central Florida Building & Remodeling � Yy1.'�,.; _e 03/30/07 Property Owner Building Official Date BP210U01 CITY OF SANFORD 3/30/07 Application Miscellaneous Information Maintenance 11:56:50 Application number . . . . 06 00001659 Parcel Number . . . . . . 25.19.30.5AG-080B-0090 Address . . . . . . . . . 613 CYPRESS Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information _ HISB 3/28/06 Y 1 STORY/2 BATH NOC EXP 2/27/07 _ HISB 5/01/06 Y replacement card issued 5/1/06 _ HISB 3/19/07 Y CO notification sent the old way on pink HISB 3/19/07 Y paper - Groupwise down: HISB 3/19/07 Y PW: J Davis 03.21.07 HISB 3/19/07 Y P & Z: MR 03.20.07 HISB 3/19/07 Y Utilities: RB 3/23/07 _ HISB 3/30/07 Y FINAL F/S ON FILE F3=Exit F6=Add F12=Cancel U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 0008 Federal Emergency Management Agency Expires February 28, 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 13 CYPRESS AVFNUE City State ZIP Code SANFORD FLORIDA A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 9 BLOCK 8 TEIR "B" TOWN OF SANFORD PLAT BOOK 1 PAGE 58 SEMINOLE COUNTY FLORIDA A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Lafitude/Longitude: Lat. Long. Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate Is being used to obtain flood Insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) NA sq It a) Square footage of attached garage 375 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings In the attached garage enclosure(s) walls within 1.0 foot above adjacent grade NA walls within 1.0 foot above adjacent grade NA c) Total net area of flood openings In A8.b NA sq in c) Total net area of flood openings in A9.b NA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name 8 Community Number B2. County Name B3. State CITY OF SANFORD-120294 1 SEMINOLE COUNTY I FLOMDA B4. Map/Panel Number B5. Suffix B8. FIRM Index 87. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) 1 AO, use base flood depth) I 12117CO045 E APRIL 17, 1995 i APRIL 17, 1993 X NA 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item B9. ❑ FIS Profile ❑✓ FIRM ❑ Community Determined ❑ Other (Describe) 811. Indicate elevation datum used for BFE in Item 89: ❑✓ NGVD 1929 ❑ NAVD 19W ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ✓❑ No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction- ❑✓ Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones A1,A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified In Item AT Benchmark Utilized SEMINOLE COUNTY 3605901 Vertical Datum NGVD 1929 Conversion/Comments NONE Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) higher floor 26 49 ❑✓ feet NA r/❑ feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) b) Top of the next c) Bottom of the lowest horizontal structural member (V Zones only) . NA ❑✓ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 25, 99 ✓❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 28, 38 ❑✓ feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 25, 71 ❑✓ feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 26. 22 ✓❑ feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and seated by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑✓ Check here if comments are provided on back of form. Certifier's Name License Number James R Shannon Jr PLS 4671 r kR:ai�da1=1U.%,Z'V111M8PW Title Company Name President Shannon Surveylnp lD JAM 4671 Address City State ZIP Code 499 No SR 434 Su N . 2153 Altamonte Springs FL 32714 ami Signature ? � �D tte Telephone -__ _ _ 8131, Feftary 2006 See reverse side for continuation. ( RV6ces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 613 CYPRESS AVENUE City State ZIP Code Company NAIC Number SANFORD FLORIDA SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments PROPERTY DOES NOT LIE IN A FLOOD ZONE A/C PAD ON NORTH SIDE OF HOUSE FOR LOWEST ELECTRIC SERVICE Signature Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items Ell-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A. B. and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see a e 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ ❑ feet ❑ meters El above or Lbelowthe HAG. E3. Attached garage (top of slab) is feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ C] feet ❑ meters ❑above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 0 Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G -COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check he, if attachments FEMA Form 81-31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 613 CYPRESS AVENUE City State ZIP Code Company NAIL Number SANFORD FLORIDA If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken-, "Front View' and "Rear View, and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. It W-'�'" , %C'+Wlb; t I BOUNDARY SURVEY DESCRIPTION: LOT 9 BLOCK 8, TIER B, OF THE "TOWN OF SANFORD" AS PER PLAT THEREOF RECORDED IN PLAT BOOK 1 PAGE 56, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. SIXTH t STREET _ I r- — — — — — — — — — — — — — — — — — — — — — — — I I f I g LOT 7 BLOCK B-8 I I r L I - IW� f� f p LOT 8 8 BLOCK B-8 33.o &I, i 3CO„� N8944'29"E W#ryy4ry /4- tRON1 $ ryy ry C'�/C z6' CHAIN LINK FENC Zryy79 I J'a 6ry lJ 4 a • CONCRETE W DRIVE o 1 STORY CONCRETE r BLOCK STRUCTURE 0513 ryJ�f W -N-25.3' X 15.0"i •/ F.F.E-26.49• P V)lm 0_ Lv Z lb CONCRETE WALK J ryy� R�� N89'44'29" E 0' &o U I o LOT 10 BLOCK B-8 I I I a I 8 — RECOVERED 3/8- IRON RECOVEREDI 1 /2• IRON LB} 3382 124.00 hy' O.7W z z x p, `M 37.9' LOT 9 I i in BLOCK B-8 / CONC. l I PAD . �N 37.7 Q I 124. NOTES: — UNDERGROUND UTILITIES WERE NOT LOCATED — BEARINGS BASED ON THE WEST LINE OF LOT 9 AS BEING NOO*02'26"E. — ELEVATIONS BASED ON SEMINOLE COUNTY BENCHMARK #3605901, P.K. NAIL IN NE CORNER OF PARKING LOT OF "BUCK SEAFOOD BUFFET", 25' N. OF PROJECTED C/L OF CELERY AVENUE AND 50' W. OF THE C/L OF SANFORD AVENUE. ELEVATION = 30.094', N.G.V.D. 1929 DATUM. — THE FINISH FLOOR ELEVATION OF THE STRUCTURE LOCATED AT 613 CYPRESS AVENUE MEETS THE REQUIREMENTS APPROVED BY THE BUILDING OFFICIAL SET FORTH IN THE CITY OF SANFORD CODE, CHAPTER 18, SECTIONS 18-4—(a), AND PER STEVE LIESE, GENERAL CONTRACTING AND REMODELING. PROVISIONS HAVE BEEN MADE TO PROTECT THE STRUCTURE AGAINST WATER DAMAGE OR WATER INTRUSION. f 1AMES R. SHA ON/JR., P.L.S. #4671 NOT VAUD WITHOUT St ATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA U SURVEYOR AND MAPPER co fV m 0 0 O m RECOVERED s! ryMFENCE 1/2- IRON CORNER LB/ 3382 j N. 0.4' W. 4.2' f LEGEND Q CLEAN OUT 0 ELECTRIC METER r0-, WOOD UTILITY POLE 0 WATER METER —0/H— OVERHEAD UTILITY LINE REVISED 03/29/2007 FINAL SHANNON SURVEYING, INC. 499 NORTH S.R. 434 — SUITE 2153 ALTAMONTE SPRINGS, FLORIDA, 32714 (407) 774-8372 LB # 6898 DATE OF SURVEY. 01/20/2005 FIELD BY: J.H. SCALE: 1" = 30' ME NUMBER: PB1-PG56-BLK8-LOT9 PATIO ■ It BEDW 12 (6 1 r.cd t �f a�w 1VaT7V - -- - U .66 GREAT fv � rO.4U� 7• 12:.6 I w•cd "No" Vim✓IY 145 I i2;,1? .ag >� Ilrtaol 12x6 lwcd 5 4"1 8x4 a 7" s. Y,5 160 5 4 4" 25 8x4 lwcd 12- !J 4R� 5 e 1. Wow R I ' {BEN u IOrO 1w•cd "'"I 60-o►reaaus� 6" 110 6"' 4" 1OR6 lwcd 0 10.00 r0a 6' �18! rag 16" t6" 9.J �' ■ 10x6 lwcd 65 fI — 14x81iwcd 6-w 260 42X42 A/C SLAB ' } BY BLDR MIN 2' FROM WALL . I VONIV \ / , tr>oMr 2.5 TON W/IOKW @240V 1PH- i8x10 Pier • e N �� Z , 2 rod._ `— / platform by plat bldr Ific t�v AwAxwJ L scale :1/8"=1`0" /16" I \ IGei -ing / \ Chu w:7am Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has on r=6 insulation value. v cn Z L N t("N cc 15 CO L L N CD Q z Un U (/-) U LIJ (L O Q � U I W N LLB I r) (Ci c— LLJ __Rating Z O >- N m W _> Z 0 Z W � J Q 1— m H Q D J O D Q 1� m Q_. _1 (n 0 0 Permit # : W — / Job Address: 61 Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION T�al Value of Work: S ,�,-9-0� Permit Type: Building Electrical Mechanical Plumbing k/ 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 Oi _ Plumbing Repair — Residential or Commercial _ Occupancy Type: RLn, Construction Typ Owners Nam & dd ess: --A D Contractor N.V & dress: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: ` Commercial Industrial of Stories: / # of Dwelling Units: Flood Zone: (FEMA form required ) ne: ,y, stat icense Number: t Person: Phone:�,_z_�.�%G 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 5178� OWNER'S AFFIDAVIT: 1 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. TI : 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 requireis f FI ida Lien Law, S Signature of Owner/Agent Date SR nature of Contractor/Agent Date 2nnc.JL, w MAteN Print Owner/Agent's Name ZP'ctor/Agent's NameSignature of Notary -State of Florida Date Signature of NNootary-Sta f Florida Date 60 61 'O LOOL'80 AgwewN samdx3 Lg989L17a umllwuwO'Yd USAM f epuaja rse' Owner/Agent is _ Personally Known to Me or Contractor/Agent is personally Known to Me or Produced ID Produced ID APPROVALS: ZONING: UTIL: Special Conditions: Rev 0312006 FD: ENG BLDG: KEN MULLEN PLUMBING P.O. BOX 220 Lake Helen, F1. 32744 Telephone 386-228-3576-Fax 386-228-3578 LICENSE# Letter Of Authorization Licenseholder: Ken Mullen License #: CFC043021 I do hereby authorize CITY OF SANFORD to issue permits and licensing (FOR JOB LO TED AT 613 CYPRESS AVE., SANFORD, FL) to My authorized agent, on my behalf. Signed, W Notary �yar ou. Brenda J Wyatt My Commission DD265657 %Ca Expires November 09. 2007 Date: 6, 1' 0(0 The Foregoing instrument was acknowledged before me this ! q 25 day of 2006. Signed, A� COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMiENT NUMBER 106-75023 _C1(CITY) jf BUILDING PERMIT UMBER:- COUXTY N UNIT ADDRESS: TRAFFIC ZONE: URISDICTION: 06 SEC: TWP: RNG: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NAME: ADDRESS: r 1 DATE: ER: n .. CITY OF SANFORD PARCEL: TRACT: BLOCK: LOT: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER * 6 TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS -ARTERIALS CO -WIDE 0 dwl unit $ 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH 0 dwl unit $ 000.00 1 $ 000.00 LIBRARY CO -WIDE 0 dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE 0 dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,143.00 STATEMENT RECEIVED BY: SIGNATURE,:---r (PLEASE PRINT NAME) DATE: .� NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SINGLE FAMILY BUILDING PERMIT******************** cA t VCO RECEIVED Permit # : O .lob Address: Description of Work: Historic District: L CrrY OF SANFORD PERMIT APPLICATION Date: Zoning: (�—� Value of Work: i t 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 cC Energy Calc. Required) Plumbing/ New Commercial: # of' Fixtures # of Watcr & Sewer Lincs # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy "Type: Residential ✓ Commercial Industrial I /Total Square Footage: \ � IS Construction Type. # of Stories: l # of Dwelling Units: /Vd Flood Zone: (FERIA form required for other than \) Parcel#: *47_z4?'30 V /T GCr% 4d�) �� (Attach Proof of Ownership& Legal Description) Owners Name & Address: I�c�iC/4L �4AAl-994o ?� F_ 6—W C 0E4.1 A)C L L C Contractor Name & Phone & Fas%(Jl=� Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer. = Address: — Ile:_�a��'��y State License Number:/e�QQf 7�ontact Person: `'�(�C LG�,$'6 Phone: �jr07_,9S_770 Phone: Fax: Application is hereby made to obtain it pennit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a pcn»it and that all work will be performed to meet standards of all laws regulating consuvction in this jurisdiction. I understand that it separate permit must be secured fbr ELECTRICAL WORK, PLUMBING. SIGNS. WELLS. POOLS. FURNACES. BOILERS. HEATERS. TANKS, and AIR CONDITIONERS, ctc. OWNERS AFFIDAVIT: I certify that all of the foregoing intilrnhation is accurate and tha all work will be done in conhpliancc with all applicable laws regulating constructionand zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMME-NCEMEN"r MAY RESUI_ T IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR 1-1-NDI-R OR AN A'r"rORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCENIENT. NOTICE: In addition to the requirements ofthis pennit, there may be additional restrictions applicable to this propetty that may be found in the public records of" this county, and there may be additional pennits required from other govenunental entities such as water management districts, state agencies. or federal agencies. Acceptance of penult )Cvcrili'i�/t?at I A,ill notrfv ilic Uwnl'r' of tlic proppertly ol' the rcquircr n of Florid• cn law, I S _ _K�-` eo Owncr/Agent DateDa Print O(rtner/Agents Nat re c. otarv-State of Ffor la Dale Public State of Florida Owner/Agent is _ _-I'al Tpowr 1r)c* ProJuccYID q _:FMv-fmssionDD427100 • or APPLICATION APPROVED BY: Bldg: - ( Initial 8-, Date) Special Conditions: Print-Cont me 1 �-I aLk1Q'�o t(W.1w,pol:f 11111t' r • . 1E42L'0 Date * I,�Y COMMIS ��� ��p�N b�00fa 2�2 i41N'�Agent is Personally Known to Me or Produced ID�O� (Initialf& D:itc) (Initial &4141 U"L1TY TWA CT FEES 510 �26 ft -W �.o"&U\.50 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 E 6TH ST DAVID JoHnsoN. CFA, ASA 1i0 PROPERTY , W 1.A APPRAISER , y _._a .__._..... 2.0 Z SEMINOLE COUNTY FL. 080A w - 0808 d < 1101 E. RlesT sT SANFORD, FL32771-1468 A10 r U 11 5.A 5.0, m 407.665-7506 1' 6.0 a ' 1 E 7TH ST -_ 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 25-19-30-5AG-080E-0090 Number of Buildings: 0 Owner: CENTRAL FLA BLDG & REMODELING Depreciated Bldg Value: $0 Own/Addr: LLC Depreciated EXFT Value: $0 Mailing Address: 10999 LEDGEMENT LN Land Value (Market): $8,184 City,State,ZipCode: WINDERMERE FL 34786 Land Value Ag: $0 $0 Property Address: 613 CYPRESS AVE Just/Market Value: $8,184 Subdivision N : SANF D TOWN OF e--- --, - Tax District: S1-SANFORD 1 Assessed Value (SOH): $8,184 Exempt Value: $0 Exemptions: Taxable Value: $8,184 Dor: 00-VACANT RESIDENTIAL Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $163 WARRANTY DEED 01/2006 06097 0053 $100 Vacant No 2005 Taxable Value: $8,184 WARRANTY DEED 09/2005 05906 0954 $13,500 Vacant Yes DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Method FrontageDepth Land Unit Land p PLATS: Pick... Units Price Value FRONT FOOT & LOT 9 BLK 8 TR B TOWN OF SANFORD 44 124 .000 200.00 $8,184 DEPTH PEG Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad 1NOTE: 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.seminoIe_county_title?parcel=2519305AGO80B00... 2/24/2006 Division of Corporations Page 1 of 2 Florida Drpart lent of Stag, DMIsion of Corporahatis �urr:,strrThrz.nr ► Fubhc luq y Florida Limited Liability CENTRAL FLORIDA BUILDING & REMODELING, LLC PRINCIPAL ADDRESS 10999 LEDGEMENT LANE WINDERMERE FL 34786-6423 MAILING ADDRESS 10999 LEDGEMENT LANE WINDERMERE FL 34786-6423 Document Number L05000104925 State FL Total Contribution 0.00 FEI Number NONE Status ACTIVE Registered Agent Date Filed 10/24/2005 Effective Date NONE II Name & Address II OLAND, PAUL A 10999 LEDGEMENT LANE WINDERMERE FL 34786-6423 Mana2er/1VMember Detail Name & Address II Title OLAND, PAUL A SR. 10999 LEDGEMENT LANE MGRM WINDERMERE FL 34786-6423 ... /cordet.exe?a 1=DETFIL&n 1=L05000104925&n2=NAMFWD&n3=0000&n4=2/24/2006 Division of Corporations Page 2 of 2 OLAND, PAMELA L 10999 LEDGEMENT LANE MGR-M WrNDERMERE FL 34786-6423 Annual Reports 11 Resort Year 11 - Filed Date 11 ..... "Adli No Events No Name History Information Document Images Listed below are the images available for this filing. [10/24/2005 -- Florida Limited Liabilites THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT ................ ...... ................................................................. bill I I ass:.::: U U i 41 ........ .... ......... ........ ....... ................ ................ ... ................. ............ .... ... .......... ... /cordet.exe?al =DETFIL&n 1 =L05000104925&n2=NAMFWD&n3=0000&n4=2/24/2006 THIS INSTRUMENT PREP RED BY: NAME: _5- l77 F 4/E.SF' AQD,RESS:.S -,f= > NOTICE State of Florida Permit No. SEAiINOLE COUNrn' tlONIVA'S NAllM L CHOICT OF COMMENCEMENT Tax Folio No. (PID) Building & Fire Inspection 1101 East 1 st StreE Sanford, FL 3277 County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) _ .r i 9.30 A- G. ©o go GENERAL DESCRIPTION OF IMPROVEMENT 77�� OWNER INFORMATIO Name and address -<0z_tq P Interest in property (Fee Simple, Partnership, etc.) NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER. (IF OTHER THAN OWNER) CERTIFIED COPY CONTRACTOR Name and address SURETY (Bonding Company)a 2- Name and address =L/N EA 2 z IIIII Illlplilll�IlfIp111p�pIfl1l�i1i6111�1illlltil Amount of Bond MAWMW 910C, fIEW OF CIR'1JIT CC11RT SENIMMA.F COWTY LENDER BK 06136 Pq 1607; (1po) Name and address CLERK' S It 2(.1060315718 IEC17(OT 02/27/2006 02s44r28 F01 Persons within the State of Florida designated by Owner upon whom notice or other doc&WilaN sl f s provided by Section 713.13(1)(a)7., Florida Statutes: Name and address •;' 600 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)(a)7.,Florida Statutes: Name and address: In addition to himself, Owner Designates .�'jC!/C lE-.SC �O Z �,¢� Z,,q/ of o G1-an z-7•S!- 3LZ! To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The ex iration date is 1 year from date of recordin a different date is specified.) Notary Public State of Florida / Linda Mee c -� g My Commission DD427100 ' of Boa Expires 08117/2009 1 , 5=atudof Owner before me this Day of I .;, A My Commission Expires: Notary Public The foregoing instrument was acknowledged before me this day of by 1-k,\ X Olzr.d �� ' (Name of person acknowledged w o is known to me r who has produced (Type of identification), as identification and w o did/did not take and oath. Ii l arTlo,xE m ow I/r AVrftC LTIE7 NA..r. Or1DIK O' OtALO O P{Aym/R 0/TOI OR L11CIR M ATT CHED */ TC STILES FOR 16' WIDE DOOR, p G.1 uw. 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Glv, 51EEL CCNTEP H'NGE TL7�T �iil �N 1/B ACR1tC LRC MIND(M' lD /PrQ -ELM CASTCNEO i0INTER. 514ES N/(sm or gTm Ti01 YaDEO INSIDE 1' GLV. STEEL iRKK FASTENED i0J ,. . STEEL ROLLER HUICCSil�•5/B SNER MEi4 SCFEWS12 G. tLV.STEEL LOP LITE RETAINERRATTER BRACKETGCHd/IfKarm (e.]/.PAW HEAD SCREW SL[t10N BK3 12G. GLLV. SrEEt TRACK BPACKCTSS FASEND STII[S EACH W/(.)BRACKET ATTACHED W/(.) IwDI[ (10 $CREW$ PCP lllC) IAACK' ATTACHED 10 EACH BPKKEI IIt. EI METAI SCREWS AND fl (,.•S/B' SHEET METµ Do NRH OHE 1/4"0/8' BOLT & NUT (l') I/.-•]/. SELF TAPPING SCREWS PER CND HINGE. >17I W pIR $CREWS. TDLt Oa OP iW0 I/.- DM. RMiS. ! /ISt� = sns 2' OM, SHORT STEM, 10 BµL STEEL ROLLER. Sw 14 G Or. STEEL OIi1SR �� L fRE CND HINCF. EACH PIMP LLT6/ IOTY flrl.11l MNB roOnclrHAnro1 PREPARATION M JAVBS BY OTHERS STILES ED i0 END LOa 0111 SG-TgH [-[ STILES 'N/(.) (1..5/H- M SHE R Etµ SCREW$ TW&A ON 20 G a1W. am A (•) y/.-•]/1' SELF IDa YR �T Witt EAIKN 6UL .fp1 A am r4D ammm'so m TAPPING SCREWS. 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Am no am www. iRJICIL r TALL U-411I1 20 0A QMX Sim ' Mel YDLD SIRDOII! e0 P00 I-, Wd�r T SEffM iaGE.JR1S AJ M 1 AMM LMI TWla/ OPTION NOR: OIL WN at/D0 MM S E QUANTITY CWW AWM NMAX DD 11/N 190, 1500 LPOAIED CODE REr. 11oa OMTAWA 0ALLE L aT AL 1 t1 1s u DAivvm nA0 BMCw. rDA)al�r,Dm ro woD 1rIIB OM -s/a wm LAD SCRUB. r GLV. SRC TRAaL 1. MK .71eIClf TID0016S .ODO• _ IYP, 2-1/2*.12 CA CAM Sim TPAIX SWIM. (4) TRAM B CKM Put ML (re0!ORY ATLACIm) Lam. DOLBLE TRACE LOW MEADPA M 9 AMABLE AS AN OPnOII 1 SIfEt METIL scorn 1 45J Y S6r saws. 6l rwe Nevis �e w rnwrlYnr wer DOL'K fmLi 1Anpopoff ZCRM a Ifturft, reL91q Kaeo. LAD SCRL1'S MIY K COUMM" hUf MDI ) TD PRD/DS A ISUD1 UOW(oND Am AM 00 MDT Tkvwv ACID. SIT► Mo1RDM0 N OOaI T16fALLD1 (10 L+D r2C G MS. G1Lv. Sim DID SISE LASCH or PE* 1a1CM SAtAa¢T. to G Sim C[tOER artoL snc r w s°aoE0000"R no 11 T lr La(ora°ru• rl arifiOlw�` �N ROor a 20' 12 Oa Impm SRC TOP r TAW. am I*= ►AS)om ID j4 V, SRC ROLIpt pm ) ROLIER WMM. Dal OVISLE KM 12 G QALY. SRC TMM SRACM2.TS DO SR6 fACM 471ID w1aQ7 ATTAaIp ■/(4) NAMDIE TtMCT AftAMED 74 19" otmew 140 qQT MEiK Bp�y 14a0/r SIl[tf 1[TAl RIN lA a Tb 1/�WI RA RS 4) I . a7/1' fGr b/PN0 2a�4 PDI Do mom BeME S61K ILIMOLE SfIOL Sty r pA LORE smi. 10 BILL tTRE MLLM 14 OA DALv. Sim 611LE f�Ail�im mr f�im �'^ IAIPJI �M+ DPIbM 1ffiNM]ION DI .YYS Rr Elllf]R /1DoTtom 44/r OW KUL SMML LOOT a1R D41M N TRACM ON a�1p y OF DO M[ NfM A W� fK (ne04� TFAC L aaw 1�L3: M OE&OM or M LAiORIMD ii101Cf{WA 6DUlIS 061ON MYOI N[SIOtRID►.L LYil i M Rm0®LlIY a M HIOPB90W1L 0/ nom P.L MC Pt /lJN2, IMS P.L plsls ADO RLWRD f0a M alAlOo tM SiR11C11DtE AMD N AQ:OIIaVQ OF aIM c1A1RDtr anDw Dorn PDR M LM06 L1Rm oM DESIGN LOADS: +24.0 PSF Ae —24.5 PSF TMs oRAnla TEST LOADS: +3&0 PSF 3 —37.0 PSF aOPAY CANON" PROOLICIS 00~ ibY.E• WDOLMO RATOG MAX Dml nu. mclopay �D M �° ° �; W 4 T e ow M WON (Dts) no-4eoo �� 1 3 97 DcscwvnOW BuildingProducts L'SM ow"n m AM M°"' NWWM& Dm%m IT- JAC M N 73 s 94 taw +24 —24.5 PSF DES. a - °ip1Ri0 r�pLD a'0`m—pm a cmecm DM1 DRAVIIG i.'K" am C o rn Q n q a p .RMM1°'°°^01'°. ^: RAN PNm.Yon. mww $ , o n, 06 CITY OF SANFORD PERMIT APPLICATION Permit # : — S Date: Y / Job Address: Description of Work: Historic District: Zoning: Value of Work: 3 Permit Type: Building Electrical V Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Electrical: New Service — # o AMPS �D 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 Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: . a ID Owners Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: , Address: Architect/Eagineer: Address: Proof of Ownership & Legal Phone: Fix: Application is hereby trade to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing infomiation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zohing. 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 govemmental 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 requiremen of Florida Lien Law, F N. Signature of Owner/Agent Date Si rcofContractor/Agent - Date �n Print ns C. nt Owner/Agent's Name Pnrtractor/Agent'stNname. Signature of Notary -State of Florida /( Date Signature of Notary-Sta DONAW L OIIYdIS aft Ntq RMa - 81M� of �Od11 Owner/Agent is _ Personally Known to Me or Contractor/Agent is _ conb' _ Produced ID Produced ID r OD I' -A ' ASK APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: (Initial & Date) Utilities: (Initial & Date) FD: (Initial & Date) 9YV Rpr 08 05 11:04a City of Sanford Building 407 328 3859 POWER OF ATTORNEY Date: I, �f do herby authorize 1 to pull the ' r permit for r %7TUd, Ft. Type of perm;t job addrus S;gnawrc OOMWL his el �a Can OOD am Notary Personally known to me or dri ers license #&rl1r,/)S 0 St.ate of F1 rida, County of on / �_ day of 20-0. 9 0 Xi�y7C,ri� Jictnrv; �19 59 5bg low .\,key I"i ,11vON-1: J — ierLnarT;ri�:FKecL?itLy7er/Fz22=r C'r on, ci^za--re of scr'i ice •iCTrti✓JrRSf �:ilP Mechmek- : {:•5?C:CT_t:mot Irn-Residerfl*a! kvp!memei-2Z 'Ne-w (T)Llct Lzyovi e'._ Enetp Calc. Rec;uired) F'Iambit,v/ (Yet, rC•v rjn--. cist!: # cf Fix"'ties # G-,—v!v'Qe? c`t sei° e 7 ittes 9 C'f Cr,.c 1 inec f'I�+iilbi /1'leyr tf i 1ee�i�g2: # a` w✓p-'er C'k•ses 1VIt!1ht+lt;g het pot - kesideritial e! Caii*rneicial oecaprwe+; Tylie: Residettial C,-ffft7rrvteta! hide --A T&A -~,emac: fomift?ctkit) Type: #' d &oties: # oaf tlaod12Lg- Uott: Pivot) t6tte: (rlrW fdtth te`ryLltec for e4tie� F'P.fee) V: Daners Migme d• Address: (Arbiter Pftadfof fhr8etn#iip & LAV--al bescttpl oh) Phone: Contractot N me d< AAdrets: -- -,- - S _ Lt L LB s l p u Phone t` Pal: ' t a Ct Yef!rtt: E brie: ioodleg Compaay: Addtess: ' Mortgage Lender: Address: Archited/Enujneer: Address: Pfidne: tgl: Application is hereby trade to obtain a p-:met to do the wort and installation: as ihdicate-? I sdriify that no wort or iftstallatidn has cottLthenced Prior W the issuance of a p -. fit and that all effort will be perfortned to rtwf st2ndatds of ail lath rdgUlaring constroEtidn Jr, this jurisdiction. l undefstand that a sepan to permit rnust be secured fat ELECTP-TCA-L WOR-rz, PLUPAIMNG, SIGNS, WELLS, POOLS, FURNACES, IYOILEPs, BEATERS, TAMq, and AIR CONDITIONERS, cL. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing ihfarrnrtiaa is assut'am ghd that all worrt will be done in compliance with all epplicatle laws r-•gulating construction and zoning. WARMING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT At4l' MULT fi4l FOUR FAY]ING TWICE FOR NFROVEMENTS TO YOUR PROPERTY. IF YOU INTERV TO MTAEX i71dANCMG, CONSULT WITH YOUR LtNMR OR Ar•t' ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMM2EENCEMEW. 4 CE: in addition to the mquirerre.nt of this patrut, there tnay br P-Mbonal testrictions appliquble to this this county, and these trr--y be additional permits required from other gavetath-n-ta! entities such a: cuter "m Acceptance of permit is verification that I v,,ill notify the otrner of tTze property of the "uitetner!L Signature of Oomer/Agent Vate- Print Owner/Agent's Neri Signature of Not-ry-State of Florida Dry Owner/Agent is _ Pe onally Known to Joe of Produced ID APPLICATION APPROVED BY: Bldg: zmiing. may be found in the public record: of Lava, /�I O}SC"Otlt7a:tU7/F��eti��� ate / ,R G. DLLLO RUSSO Pei Croat rj eigrlatute df Natary-State. of Florida .., , MIRINDA C. TURNER MY COMMISSION # DD 212893 Conttadtat'/Fagdttt i�ersanally Yno EXPIRES: June 1 U0 Ptodu�ID OF BondedihruNotaNPicnder~rtes FIy: (Enitial z� va+--) Spacial Conditions: (ltrf?isi A Elate) (}t±itial ea bfatej PROJECT NAME: ) DATE PROJECT LOCATION: r_)na o (-� PROJECT No.: FIELD CONTACT. ARRIVAL TIME: CLIENT. G6,41eral Ln+ +i R DEPARTURE TIME: MATERIAL TESTED: 00JSe Pa —� COMPACTION G` % REQUIREMENTS: ❑ MODIFIED ❑ STANDARD Location of Test Lab. Comp. �uclear Drive ❑ Sleeve Wet Density Moisture Content Dry Density- Com- paction Relative Test Elevation OMC PCF Density Count Moisture Count Total Wet Wt. Wet Weight co r lo;t.o ay.8 .1 la -I S. Cpoirr 107.E '7. 399.91 97.9 IC9.0 7, v ,, DENSITY STANDARD COUNT: COMMENTS: MOISTURE STANDARD COUNT: SLEEVE CONSTANT: SLEEVE WEIGHT: FIELD IN -PLACE DENSITY REPORT RECORD TECHNICIAN: BECHTOL ENGINEERING COPIES TO: AV AND TESTING, Inc. (� ^ CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS RECEIVED BY: Ypi nn i4 CJ�a.IrG1',4 605West New York Ave.,Ste. A•DeLand,FL32720-5243 (386) 734-8444 • FAX (386) 734-8541 Iz BOUNDARY SURVEY DESCRIPTION: LOT 9 BLOCK 8, TIER B, OF THE "FLORIDA LAND AND COLONIZATION COMPANY LIMITED" AS PER PLAT THEREOF RECORDED IN PLAT BOOK 1 PAGE 56, OF THE PUBLIC RECORDS OF -OR 5EM t 40LE COUNTY, FLORIDA. SIXTH STREET I r----------------------- co s �m LOT 7 BLOCK B-8 I I� m Ib "m I �w m RECOVERED LOT 8 BLOCK B-8 RECOVERED 1/2" IRON I 1" IRON LBO 3764 FENCE CORNER TH 1.3s' �/ 3382 SOUTH 0.70 SNOOD unuTY NORTH 124.00 POLE I Z N89 44 29 E 41.00 Q �n� —.�XX 8' CHAIN LINK FENCE —X — O CONCRETE DRIVE I 2s o0 80.83 �� -4e J 41.00 -4 PROPOSED g W CONCRETE DRIVEto c�v *cV--7 moo 25.15 s N89'44'29"E n RECOVERED 1 /2" IRON LBO 3382 w NI slRECOVERED 1/2• IRON NOTES: — UNDERGROUND UTILITIES WERE NOT LOCATED — BEARINGS BASED ON THE WEST LINE OF LOT 9 AS BEING N00'02'26E PROPOSED BUILDING BLM B-8 g 45.83 LOT 10 BLOCK B-8 J#MES R. SHANNON JR., P.4S/#4671 AOT VAUD MATHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER 124.00' co a nm co N O O Z RECOVERED 1/2" IRON LB/ 3382 SHANNON SURVEYING, INC. 499 NORTH S.R. 434 — SUITE 2153 ALTAMONTE SPRINGS, FLORIDA, 32714 (407) 774-8372 LB # 6898 DATE OF SURVEY: JANUARY 20,2005 FIELD BY: J.H. SCALE: 1"-30' FILE NUMBER: PB1PG58BLKBBL0T9 m ■ t FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 613Cypress Builder: General Contracting Address: Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: Central I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 30.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 13.00 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 1284 ft' c. N/A 7. Glass typel and area: (Label reqd. by 13-104.4.5 _ if not default) _ a. U-factor: Description Area 13. Heating systems _ (or Single or Double DEFAULT) 7a(Dble Default)220.3 ft' _ a. Electric Heat Pump Cap: 30.0 kBtu/hr _ b. SHGC: HSPF: 7.70 (or Clear or Tint DEFAULT) 7b. (Clear) 220.3 ft' _ b. N/A _ _ 8. Floor types a. Slab -On -Grade 1?dge Insulation R=0.0, 157.0(p) ft _ c. N/A b. N/A _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, hit Insul, Exterior R=4.1, 831.7 ft' _ EF: 0.90 b. Frame, Wood, Adjacent R=11.0, 166.0 ft' _ b. N/A _ c. N/A _ _ d. N/A _ c. Conservation credits e. N/A _ (MR -Meat recovery, Solar _ 10. Ceiling types _ DFIP-Dedicated heat pump) a. Under Attic R=30.0, 1440.0 ft' 15. H VAC credits b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, _ c. N/A _ FIF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AFi(Sealed):Garagc Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling, b. N/A _ MZ-FI-Multizone heating) Glass/Floor Area: 0.17 Total as -built points: 19378 PASS Total base points: 19867 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and c gtiE ST specifications covered by this �o_ gTEo calculation indicates compliance with the Florida Energy Code. Before is � construction completed this a building will be inspected for +ry compliance with Section 553.908 yS COD Florida Statutes. WS �O BUILDING OFFICIAL: DATE: ` i Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 28r4. EnergyGauge® (Version: FLRCSB v4.0) FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 1284.0 25.78 5958.3 Double, Clear SE 1.0 8.0 16.0 53.20 0.99 844.5 Double, Clear NE 1.0 6.0 16.0 40.99 0.97 636.7 Double, Clear NE 1.0 4.7 4.3 40.99 0.95 166.9 Double, Clear NE 1.0 6.0 16.0 40.99 0.97 636.7 Double, Clear NE 1.0 6.0 16.0 40.99 0.97 636.7 Double, Clear SW 1.0 6.0 32.0 49.60 0.96 1528.0 Double, Clear NW 1.0 9.0 34.0 35.45 1.00 1200.1 Double, Clear S 3.5 4.0 10.0 41.92 0.58 244.1 Double, Clear SW 1.0 6.0 23.0 49.60 0.96 1098.2 Double, Clear SE 1.0 12.8 53.0 53.20 1.00 2818.3 As -Built Total: 220.3 9810.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 166.0 0.70 116.2 Concrete, Int Insul, Exterior 4.1 831.7 1.18 981.4 Exterior 831.7 1.90 1580.2 Frame, Wood, Adjacent 11.0 166.0 0.70 116.2 Base Total: 997.7 1696.4 As -Built Total: 997.7 1097.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 139.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1284.0 2.13 2734.9 Under Attic 30.0 1440.0 2.13 X 1.00 3067.2 Base Total: 1284.0 2734.9 As -Built Total: 1440.0 3067.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 157.0(p) -31.8 -4992.6 Slab -On -Grade Edge Insulation 0.0 157.0(p -31.90 -5008.3 Raised 0.0 0.00 0.0 Base Total: 4992.6 As -Built Total: 157.0 -5008.3 INFILTRATION Area X BSPM = Points Area X SPM = Points 1284.0 14.31 18374.0 1284.0 14.31 18374.0 EnergyGauge® DCA Form 60OA-2004 EnergyGaugeSYFlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 23895.9 Summer As -Built Points: 27480.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 30000 btuh ,SEER/EFF(13.0) Ducts: Unc(S),Unc(R),Gar(AH),R6.0(INS) 23895.9 0.4266 10194.0 27480 1.00 27480.1 1.00 (1.09 x 1.150 x 0.95) 0.262 1.188 0.262 1.000 1.000 8560.1 8560.1 EnergyGaugeTm DCA Form 600A-2004 Ener9yGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1284.0 5.86 1354.4 Double, Clear SE 1.0 8.0 16.0 7.31 1.01 118.4 Double, Clear NE 1.0 6.0 16.0 10.70 1.00 171.2 Double, Clear NE 1.0 4.7 4.3 10.70 1.00 46.0 Double, Clear NE 1.0 6.0 16.0 10.70 1.00 171.2 Double, Clear NE 1.0 6.0 16.0 10.70 1.00 171.2 Double, Clear SW 1.0 6.0 32.0 8.12 1.01 262.7 Double, Clear NW 1.0 9.0 34.0 10.91 1.00 370.4 Double, Clear S 3.5 4.0 10.0 6.74 1.74 117.4 Double, Clear SW 1.0 6.0 23.0 8.12 1.01 188.8 Double, Clear SE 1.0 12.8 53.0 7.31 1.01 390.0 As -Built Total: 220.3 2007.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 166.0 1.80 298.8 Concrete, Int Insul, Exterior 4.1 831.7 3.31 2748.8 Exterior 831.7 2.00 1663.4 Frame, Wood, Adjacent 11.0 166.0 1.80 298.8 Base Total: 997.7 1962.2 As -Built Total: 997.7 3047.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 208.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1284.0 0.64 821.8 Under Attic 30.0 1440.0 0.64 X 1.00 921.6 Base Total: 1284.0 821.8 As -Built Total: 1440.0 921.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 157.0(p) -1.9 -298.3 Slab -On -Grade Edge Insulation 0.0 157.0(p 2.50 392.5 Raised 0.0 0.00 0.0 Base Total: -298.3 As -Built Total: 157.0 392.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 1284.0 -0.28 -359.5 1284.0 -0.28 -359.5 EnergyGauge® DCA Form 60OA-2004 EnergyGaugeWFIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 3654.5 Winter As -Built Points: 6217.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 30000 btuh ,EFF(7.7) Ducts: Unc(S),Unc(R),Gar(AH),R6.0 6217.9 1.000 (1.078 x 1.160 x 0.95) 0.443 1.000 3274.1 3654.5 0.6274 2292.8 6217.9 1.00 1.188 0.443 1.000 3274.1 EnergyGaugeTM DCA Form 60OA-2004 EnergyGaugeg/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:_, , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2460.00 7380.0 50.0 0.90 3 1.00 2514.67 1.00 7544.0 As -Built Total: . 75".0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water = Total Points Points Cooling Points + Heating + Hot Water = Total Points Points Points 10194 2293 7380 19867 8560 3274 7544 19378 PASS _I EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge8/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area• .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA-99 ()THFR PRFC(`RIPTIVF MFARI IRFC !mutt ho mot nr oxroorlorl by nil rocirlonroc 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circ breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se arate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2004 EnergyGaugeOlFlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.0 The higher the score, the more efficient the home. I. New construction or existing New _ 2. Single family or multi -family Single family ^ 3. Number of units, if multi -family I _ 4. Number of Bedrooms 3 _ 5, is this a worst case? Yes _ 6. Conditioned floor area (ft') 1284 ft' _ 7. Glass type and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Dble Default) 220.3 ft' _ b. Si-IGC: (or Clear or Tint DEFAULT) 7b. (Clear) 220.3 ft' _ 8. Floor types a. Slab -On -Grade Edge insulation R=0.0, 157.0(p) ft _ b. N/A _ c. N/A _ 9. Wall types a. Concrete, Int Instil, Exterior R=4.1, 831.7 ft' _ b. Frame, Wood, Adjacent R=11.0, 166.0 ft2 _ c. N/A _ d. N/A _ e. N/A 10. Ceiling types a. Under Attic R=30.0, 1440.0 ft2 _ b. N/A _ c. N/A _ 11. Ducts a. Sup: Unc. Ret: Une. AH(Sealed):Garage Sup. R=6.0, 1.0 ft _ b. N/A _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (I-IR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 30.0 kBtu/hr _ SEER: 13.00 Cap: 30.0 kBtu/hr _ HSPF: 7.70 Cap: 50.0 gallons _ EF: 0.90 _ *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. Phis is not a Building Energy Rating. !f your score is 80 or greater (or 86 for a US EPA/DOE EnergyStR' designation), your home may quay for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at ivw fsec. ttcf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850148 7- 1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output onp ages 2&4. EnergyGauge® (Version: FLRCSIi v4.0) PROJECT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 613 CYPRESS 1-24-66 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Project• • For: GENERAL CONTRACTING & REMODELING Notes: Design Information Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 24117 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 24117 Btuh Infiltration Method Simplified Construction quality Fireplaces Average 0 Area fl Hea12g Cool* ng Volume (" 1061524 106Z1824 Air changes/hour Equiv. 1.00 0.50 AVF (cfm) 177 88 Heating Equipment Summary Make TRANE Trade Model Efficiency 7.7 HSPF Heating input Heating output 0 Btuh @ 47°F Temperature rise 0 OF Actual air flow 1000 cfm Air flow factor 0.041 cfm/Btuh Static pressure 0.44 in H2O Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 18837 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data y Rate/swing multiplier 1.00 Total Sens. equip. load 19827 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 2608 Btuh Total latent equip. load 5232 Btuh Total equipment load 25059 Btuh Req. total capacity at 0.80 SHR 2.1 ton Cooling Equipment Summary Make TRANE Trade Cond Coil Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio Boldltalk values have been manually ovenldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 13 EER 23200 Btuh 5800 Btuh 29000 Btuh 1000 cfm 0.053 cfm/Btuh 0.44 in H2O 79 % .t wrigl-iltsoft Right -Suite Residential5.5.17 RSR26014 2006-Jan-24 13:48:48 ACC, E:TilesIGENERALCONTRACTING1613Cypress1613Cypress.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 613 CYPRESS 1-24-06 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 1.00 ach x 10612 ft3 x 0.0167 = 177 cfm 2. Winter infiltration load 1.1 x 177 cfm x 32 °F Winter TD = 6226 Btuh 3. Winter infiltration HTM 6226 Btuh / 258 ft2 Total window = 24.1 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.50 ach x 10612 ft3 x 0.0167 = 88 cfm 2. Summer infiltration load 1.1 x 88 cfm x 18 °F Summer TD = 1751 Btuh 3. Summer infiltration HTM 1751 Btuh / 258 ft2 Total window = 6.8 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/Ib moist.diff. x 88 cfm = 2608 Btuh vroceaure u - tquipment Sizing Loacis 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 18837 Btuh Sum of ventilation and structure loads = 19827 Btuh Rating and temperature swing multiplier x Equipment load = 1.00 19827 sizing - sensible Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/Ib moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 2608 Btuh Equipment sizing load - latent = 5232 Btuh "Construction Quality is: a No. of Fireplaces is: 0 Boldfittalic values have been manually ovemkben Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1 Wr-ightsc&L Right -Suite Residential5.5.17 RSR26014 2006•Jan•24 13:48:48 ACCA E:1Ftles\GENERALCONTRACTING1613Cypress1613Cypress.rsr Page 1 .RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 613 CYPRESS 1-24-06 109 COMMERCE STREET. LAKE MARY. FL 32746.6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R MBDRM a n sw a c n 0 d 1 2 90 1.0 1.0 3.0 5.0 39.2 16.0 0.0 a n se a c n 0 d 1 2 90 1.0 1.0 1.0 5.0 39.2 16.0 2.0 MBATH a n se a c n 0 d 1 2 90 1.0 1.0 4.0 0.7 39.2 4.3 0.0 BATH BDRM2 a n se a c n 0 d 1 2 90 1.0 1.0 1.0 5.0 39.2 16.0 2.0 BDRM3 a n se a c n 0 d 1 2 90 1.0 1.0 1.0 5.0 39.2 16.0 2.0 DINING RM a n nw a c n 0 d 1 2 90 1.0 1.0 1.0 5.0 32.2 32.0 0.0 a n ne a c n 0 d 1 2 90 1.0 1.0 4.0 5.0 32.2 34.0 0.0 KITCHEN a n w a c n 0 d 1 2 90 1.0 3.5 1.0 3.0 45.2 10.0 6.3 GREAT RM a n rvw a c n 0 d 1 2 90 1.0 1.0 1.0 5.0 32.2 23.0 0.0 b n sw a c n 0 d 1 2 90 1.0 1.0 6.0 6.8 39.2 53.0 0.0 ,-wrightsa t Right -Suite Residential 5.5.17 RSR26014 2006•Jar,24 13:48:48 ka E:1FilesIGENERALCONTRACTINGk613Cypress1613Cypress.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 613 CYPRESS 1-24.06 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: tin ta. 1 Namedroom Ent. House WORM MRATH MWC 2 Length of exposed wall 157.0 ft 29.0 ft 9.0 ft 0.0 ft 3 Room dimensions 16.0 x 13.0 ft 9.0 x 10.0 ft 6.5 x 7.0 ft 4 CeLhgs CaWil. Option 8.0 ft heattod d 8.0 It 1 heaVood 8.0 It heattod 8.0 ft heaU000l TYPE OF i I CSTI HTM I Area I Load (Btirh) Area I Load (Blu h) Area Load (Btidh) Area Load (Blu h) E)POSIJRE I I NO. I Htg I Clg I (fF) I Htg I Clg (fF) I Htg I Og I (fF) Htg I Clg I (ftj Ht8 j Do 5 Grass 148 4.6 2.1 1072 "" 232 "" 72 »» 0 »» »» Exposed b 1.1 12C 196 1.9 0 '•" "" 0 »» '» p »» »» p »» »» brats and c 13C 3.2 1.2 184 "" 0 "" p "» "» p »» »» partitions 0.0 0.0 0 "" 0 "" 0 0 e Idl 0.0 1 0.0 0 0 0 0 If 0.0 0.0 0 - "" 0 "" "" 0 "" 0 6 VV Kk, s and a 3C 23.2 167 3881 32 742 •"' 4 100glass 0 0�� d=s 81) 1230001 } I I I ' dl 0OI OI 0 0 0 ' I » Ij 0+ OI 0 f I 1 0.0 01 011 01 011 01 011 01 7 Wndows and North 1: 2 12 188 2 "" 31 0 "" 0 0 "" 0 glass doors NEMW I 32.2 89 0 0 0 0 0 0 Coding ENV 45.2 4 165 0 0 0 0 0 "" 0 SE/SW 39.2 115 "" 4518 30 "" 1175 4 "' 169 0 "" 0 South 0.0 1 0 » 0 0 - 0 0 - 0 0 0 Hoe 0.0 0 ""' 0 0- 0 0- 0 0 0 8 Other doors 1 a 11A 1 18.9 12.7 20 378 255 0 0 01 0 0 0 0 0 0 b 10D 1 14.7 9.9 18 255 179 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 832 3832 1713 200 = 412 68 312 139 0 0 0 exposed b 12C 2. 11.9 0 0 0 0 0 0 0 0 0 0 0 0 wags and c 13C 3.2 1.2 166 523 114 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.4 1440 1521 1996 229 242 317 99 105 137 51 54 71 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 157 4069 0 29 752 0 9 233 0 0 0 0 (Note: roorn b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 pa rheter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for stab a 0.0 ( 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 fMfttion a 24.1 6.8 258 62� 1751 32 771 217 4 104 29 0 0 0 13 L .+11+12 21925 34 g503 ss eftTlal heating O O Less transfer Heating nedisftubon »» 0 - - 0 - »» 0 »•. .•.. 0 •••. 14 Dud loss 109 2192 "'- 10 343 "" 10 85 '•" 1 5 15 ToW loss = 13+14 "" 24117 - - 3772 - "" 939 "» »» 59 »» 16 IrtL gains: PeoQle @ 300 5 1500 1 "" 300 0 "" 0 0 "" 0 Appl. ® 1200 2 "" 1800 0 "" 0 0 "" 0 0 "" 0 17 SubOd RSH gair>=7+8, +12+16 - 17125 "" - 2452 "" "" 474 "" - 71 Less external codug "" - 0 - - 0 - - 0 "' - 0 Less transfer "" - 0 - - 0 - - 0 "" - 0 Coding redistribution »» »» 0 »•• »•• p •« •••• p ... 0 18 Dud gam 10 "" 1712 10 "^ 243 10 "" 47 1 ' " 7 19 Tonal RSH gah=(17+18)'PLF 1.00 18837 1.00 - 2697 1.00 - 522 1.00 - 78 ZO Z requied (dm) "" 1000 1000 "" 156 143 "» 39 28 "" 2 4 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Id&wrrghtSO-Ft Right -Suite Residential5.5.17 RSR26014 2006-Jan-24 13:48:48 E.,WdestGENERALCONTRACTINGt613Cypress1613Cypress.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 613 CYPRESS 1-24-06 109 COMMERCE STREET LAKE MARY FL 327466206 Phone: (4071831-2665 F1 MANUAL J: 7tlt Ed. BATH BDRM2 BDR DIMNG RM 2 Named Length of eposed wall 0.0 It 11.0 ft 23.0 ft 35.0 ft 3 Room drrrnsicrs 13.0 x 6.0 ft 11.0 x 11.0 ft 13.0 x 10.0 it 12.0 x 20.0 it 4 Ceings Condit Option 8.0 It heattod 8.0 ft heattod 8.0 It heatlood 8.0 ft heatloocl TYPE OF CST HTM An. Load (Bush) A. Load (Bt h) Area Loed (Btuh) Area lAad (Btrh) DGX)SURE I NO. Htg I C19 (W) Htg I C19 (W) Htg I Clg (fF) Ht9 I G9 (W) Htg C49 5 Gross a 14B 4.6 2.1 0 "" 18 - .. 12 _ 20I- - Exposed b 12C 2.9 1.9 0 "" 0 0 0 ,,,, vas and c 113C 3.2 1.2 0 "" "" 0 - 112 - ,,,, partitions 0.0 0.0 0 "" "" 0 0 0 .... 0 0 - .... .... Idl e 0.0 0.0 0 "" 0 '�'� .. 0 ... - 0 »« f 0.0 0.0 0 0 61 1/tfrtdo+vs and jal 3C 1 23.2 01 0 "" 1 161 3711 161 371 " 1531 "^ glass doors b 80 23.2 0 0 "" 0 OI 0 O "" 0 O 0 O "" 0 OI 0 OI " !! Heating I I c!! 91 I 24.1 O0 OI 0 OI 0 I OI 0 I I 0 I 0 I I a 0 I el 0.0 0 0 "" 0 0 "" 0 0 0 0 "" fI 1 0.0 01 0 "" 01 0" 1 01 01 101 0 7 WlrxbNs and North 15.2 0 "" 0 2 "" - 31 2 "" " 31 0 - - 0 2125 glass doors NE1NW 32.2 0 "" 0 0 0 0 "" 0 0 0 0 0 0 0 "" 0 Coding ENV SESW 45.2 39.2 0 0 "" 0 14 548 14 "" 548 0 "" 0 South 0.0 0 "" 0 0 "" 0 0 0 0 "" "" 0 0 0 0 0 0 Fbrz 0.0 0 0 0 8 00. doors Ia1 11A 1 18.91 12.71 01 01 01 01 0 01 0 0 0 01 1 01 265 0 179 b tOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 9 Net a 14B 4.6 2.1 0 0 0 72 332 148 56 258 115 142 654 292 e�osed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 wafts and c 13C 3.2 1.2 0 0 0 0 0 0 112 353 131 170 63 partitions d I 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.4 78 82 108 133 140 184 143 151 198 264 279 166 b 0.0 1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c I 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 11 285 0 23 596 0 0 0 0 907 0 0 0 (Note: morn b 19G 1.1 0.0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is d� i�spl d I 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bops) f 0.0 0.0 0 0 0 0 0 12 Infiltration a 24.1 6.8 0 0 0 16 386 108 16 386 108 2025 569 13 Subtotal bss=6+8. +11+12 "" 82 "" "" 1514 "" 0 Less external heaWV "" 0 "" "" 0 0 0 0 Less transfer "" 0 0 Heating redistrb0on "" 10 0 8 "" "" 10 0 151 •••• «» 10 0 211 •••• "" «« 103 0 SKI »•• 14 15 Dud loss Tafa1 loss =13+14 "" 91 "" "" 1666 "" - 2326 "" "" 6414 16 Int gains: People @ 300 0 "" "" 0 0 0 0 0 "" 0 0 1 1 "" "" 300 sm 17 Appl. ® 1200 Sub3ot RSH•gair><7+8. +12+16 0 "" "" 0 108 0 "" "" 0 1020 "" "" 1132 "" "" 4495 Less external coding "" 0 "" ,,,, 0 ,,,, ,,,, 0 0 „„ .,„ 0 0 Less transfer "" "" 0 0 Coding redist union "" 10 "" "" 0 11 "" 10 "" 0 102 "" 10 "" - 0 113 "" 1 "" "" 0 449 18 19 Duct gain Total RSH gait=(17+18)'PLF 1.00 "" 119 1.00 "" 1171 1.00 1245 1.00 "" 4944 20 Air required (dm) - 4 6 " " 60 - 96 66 266 262 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrghtsOft Right -Suite Residential5.5.17 RSR26014 2006Jan-24 13:48:48 '4& E:1Files%GENERALCONTRACTING1613Cypress1613Cypress.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 613 CYPRESS 1-24-06 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831.2665 MANUAL J: im t0. 1 Name of roan IQTCHEN GREAT RM 2 Length of exposed wal 13.0 It 37.0 ft 3 Room dirnertsions 14.0 x 9.0 It x 16.0 ft 4 Ceitngs Condit. Option 8.0 ft heaVood 8.0 It I heaV000l TYPE OF CST HTM Area Load (Btrir) A. A Load (Btuh) Area A. 170�06URE NO. Htg Clg (fly Htg I Clg (fF) Htg I Clg Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 104 `••' •• 296 •••• • •• »« »« ..» Exposed b 12C 2.9 7.9 0 ••• ••• 0 •'•• "" •-• •• •• • »» wags and c 13C 3.2 1.2 0 •••• •••• p •••• •• • »» »« »« »« partitions 0.0 0.0 0 •'•• •••• p •••• •••• -•« »« ... „„ Idl 1 I f 0.0 0.0 0 '•• '••• 0 • •• ••• »« »» 6 VWi b. and a 3C 23.2 •• 10 232 •• 231 534 • •• » • »• glass doors 80 23 o 53 72300 I I Hea� I l ! 0 0 „' 0I I 01 I I I ` . e l 0I »- (I .... I I 7 VM cl-vs and North 15.2 6 •••• 97 0 •`•• 0 �•• •••• glass doors NEMW 32.2 0 '• 0 m •••• 741 •'•' ••• Coding FJW 45.2 4 •••• 165 0 •••• 0 •'•• •-•• SE/SW 39.2 0 •'•• 0 53 •"• 2078 South 0.0 1 0 '• 0 0 - 0 �- ••^ Haz 0.0 0 • •' 0 0 •••• 0 •••• - 8 00. doas a 11A 18.9 12.7 0 0 0 20 378 255 b 10D 1 14.7 9.9 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 94 433 194 200 922 412 exposed b 12C 2.9 1.9 0 0 0 0 0 0 wags and c 13C 3.2 1.2 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e I 1 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.4 126 133 175 317 335 439 b 0.0 0'0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 b d 0.0 0.0 0 0 0 0 0 0 e 1 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 224 25.9 0.0 13 337 0 37 959 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 per -ter c 0'0 0.0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Irdatration a 24.1 6.8 10 241 68 96 2314 651 13 Subtotal loss=6+8. +11+12 •••• 1376 •••• •'•' 6670 ••^ •••• »» »» •••• Less edernal 0 0 Less �8 •••- 0 ».. .... 0 .... ..« „„ „„ •»- Heating rerl** ution •••• p •••• •••• 0 »« »« .... .«. .... 14 Dud loss 10 138 •••• 10 667 '••• •••• »« 15 Total loss =13+14 "'• 1514 •••• '••' 7337 •••• ••.• »» ..« ..« 16 Inn gains: People @ 300 9101 0 •• Appl. @ 1200 10 - 1200 0 •••• •••• »« 17 Subtot RSH gah-7+8. +12+16 •••• •••• 1897 "" •••• 5475 •••• •"• •• • ••-• Less external coding •••• - 0 •••• •••• 0 •••• '•' •• • •••• Less transfer •••• •••• 0 •••• •••• 0 •••• •••• •••• »•• Cooling redistrbutian •••• »» 0 •••• «.. 0 18 Dud gain 10 - 190 10 •••• 548 ••- u •••• 19 Total RSH gain=(17+18) PLF 1.00 •••• 2087 1.00 •' 6023 •-•- 1.•••• 20 A! required( ) "•• 63 111 •••• 304 320 •'•• •- Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Ag& wreghltsoR RightSuite Residential5.5.17 RSR26014 2006-Jan-24 13:48:48 E:1Files%GENERALCONTRACTING1613Cypress1613Cypress.rsr Page 3 Duct System Summary Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746.6206 Phone: (407) 831-2665 For. GENERAL CONTRACTING & REMODELING Job: 613 CYPRESS 1-24-06 Heating Cooling External static pressure 0.44 in H2O 0.44 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.38 in H2O 0.38 in H2O Supply / return available pressure 0.19 / 0.19 in H2O 0.19 / 0.19 in H2O Lowest friction rate 1.152 in/l00ft 1.152 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length (TEL) 33 ft SupplyDetail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (n) Rect Size (in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk MBDRM h 3772 156 143 1.357 7 Ox 0 VIFx 28.0 0.0 2 MBATH h 939 39 28 1.407 4 Ox 0 VIFx 27.0 0.0 2 MW1C c 78 2 4 1.462 4 Ox 0 VIFx 26.0 0.0 2 BATH C 119 4 6 1.520 4 Ox 0 VIFx 25.0 0.0 1 BDRM2 h 1666 69 60 1.462 5 Ox 0 VIFx 26.0 0.0 1 BORM3 h 2326 96 66 2.111 6 Ox 0 VIFx 18.0 0.0 1 aNNG RM h 6414 266 262 1.407 9 Ox 0 VIFx 27.0 0.0 1 KITCHEN c 2087 63 111 1.407 6 Ox 0 VIFx 27.0 0.0 1 GREAT RM c 3012 152 160 1.152 7 Ox 0 VIFx 33.0 0.0 2 GREAT RM-A c 3011 152 160 1.462 7 Ox 0 VIFx 26.0 0.0 2 Trunk Htg Clg Design Veloc Diam Rect Duct Duct Name Type (don) (cfm) FR (fpm) (in) Size (in) Material Trunk 1 Peak AVF 1000 1000 1.152 566 18 0 x 0 VinlFlx 2 Peak AVF 502 495 1.152 639 12 0 x 0 VinlFlx 1 t wright50ft R#d-S"te Reskler4ial 5.5.17 RSR26014 zdk E:\Files%GENERALCONTRACTING"613Cypress1613Cypress.rst 2006•Jan-24 13:52:33 Pape 1 DUCT TREE DIAGRAM }, Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 613 CYPRESS 1-2"6 109 COMMERCE STREET, LAKE MARY. FL 37746.62M Phone: (407) 831-2666 For: GENERAL CONTRACTING & REMODELING HEMEMg External liizua?: 0.44 in H2O Pressure 0.06 in H2O Available uM: 0.38 in H2O 6dpIli#lfiblen available pressure 0.19 / 0.19 in H2O t WWjon rate 1.152 in/100ft Actual air flow 1000 Cfm Total Eiiecfive bn3#t1f(Eff¢): Attn: lines indicate branches and trunks, numbers indicate AVFs SUPPLY TRUNKS AND BRANCHES - SCHEMATIC TREE DIAGRAM BATH —6. BDRM2 —59. BDRM3 —66. DINING RM —262. KITCHEN —110. 33 ft COSlwwfii 0.44 in H2O 0.06 in H2O 0.38 in H2O 0.19 / 0.19 in H2O 1.152 in/100ft 1000 cfm MBDRM —143. 2 494. MBATH —27. MWIC —4. GREAT RM —159. GREAT RM-A —159. RETURN TRUNKS AND BRANCHES 1 1000 wnghtsoft RfWZume Rest -Y" 5.5.17 RSR26014 2006Jan-24 13:52:33 ACAM E:1Fies%GENERALCONTRACTING1813Cypress1613Cypress.rsr Pape 1 This package contains 13 truss drawings Job Identification P5870 Builder = General Contracting Building Code: FBC2004ITP12002 Location = 613 Cypress Ave. Wind Design: ASCE 7-02 Wind Speed: 120 mph County = Seminole STRUCTURAL Truss Software Design: MiTek 2000 6.2 SOLUTIONS Design Method: Main Wind Force Resisting System ASCE 7-02 & SUPPLY Roof Load: 40psf @ 1.25 Duration Floor Load: N/A psf @ 1.00 Duration ROOFTRLISSES FLOOR JOISTS With m embossed seal affixed to this sheet, I hereby certifythat this serves as an ENGINEERED BEAMS y y HARDWARE index sheet in conformance with Rules 61 G15-31.003 and 61 G15-23.002(2) of the Florida Board of Professional Regulation. TRUSS INDEX COVER SHEET P.O. Box 727, Zellwood, Florida 32798 PH 407-884-0042, Fax 407-884-0179 Truss ID's A01 CJ3 A02 CJ1 A03 A04 A05 B01 B02 B03 C01 HJ48 EJ48 The embossed seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. Refer to the individual truss drawings for the design loads applied. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI 1-1995 Sec. 2 and ANSI/TPI/WTCA 4 Section 2-4 DER 14 2o06 182A3 l Ken Ehlers, PE #18243 531 S. SR 434, Ste 2005 Altamonte Springs, FI 32714 Ate Tnp Ins- I7p Ot Ph D-rtl C-bec-Yb 6 R-md4ip613 LT P61M Ap NOSE t 1 A'A. Zm • 13 SbKe� 8elubr • Bfpp).2dMmd. FL ]279e B.im5 W to ed-e-w, bta Tue 140 +e t33e:3D 2v0e Pape - 15-0-0 30" �t-0-0 1-0-0 15-0-0 15-0-0 1-0-0 -m ;t 30-0-0 30-" LOADING (per SPACING 240 C9 DE0. In (cc) UM Lhl PLATES GRIP TOLL 20.0 Phm4s btaas 1.25 TC 0.11 V-1BL) -0.00 III M 120 MT7L7 24UIB0 TOOL 10,0 Lunbs bome» 1.25 BC 0.05 V-YTL) 000 19 M 12D BCLL 0.0 BC0. 10.0 Rap Stress bo YES Cade FBCAD.77P13102 we 0.16 (M-fto m"m) 0.01 18 da We might 177 b LLIBEA BRACING TOP CMW 21(4 SYP NO2D TOP CHORD Seutartl woad 0-i5i+0 dFefP, 1111W or 600 as Purhe SGT CHORD 2 x SYP Nam BOT CHORD Rod ofp ch cdy a»ab or 1000 w bace OTWJt9 2X4 SYPNp.3 REACTIONS (mete) 2-15413)00, 10-tSUM-O0, 23-147MA00, 28•16Y3000, 29.16113"A 3)-IS 33-OA 31-I6513100, 32-13773MQ 3 M50 "A 25-11103MA 74-IOV3MA 23+153P3100, 22.16000A 21-1370D00, 2019YJ000 Ma. H=2-149(bd cam 6) MM LVL02+00(bd on 41 18-83(bed case 4 28-69(bd case III 29+ 105(lmd case 6I 30--09(bm wa III 31-107,Tmd on BI 32-03(lmd on eI 33-127pmd m 6I 25+85(lod as Ti, 24-107pmd on 71 23--09pud on 4 22-102Tbd w 4 21r03D=d mo 7I EP-t2E(Imd cafe 7) Ma Gall-18lpcae ma. tI 16-1840md ore I4 28-1890 -d me 4 28-164pded - In 29.161pmd on Ti, 30-+59D d -10I 31.103(h d mn 11 32-1370md on IOI 33-715(b0 on IOI 25e104(1-d- III 24.161(lmd cam 11 23f 159(bed m t tI 22-t6Bpoad ® II 21-137(Lmd cam III 23-2250md can 11) FORCES (b)-M dn-Qtrpc nor T.nsim TOP CHORD 1.2-WQ7, 2.3--1TIW 34-MM 46-WI14, 58-1VI51, 6.7-IYt58, 7.(0-42r= 841-IrA , 9.10-42W4. 10-1le.4Z324. 11.12 -42(i% 12-13-4211K 1314s1Y12A 1.15-42)121, 15.18-41755 7617Mm 17.18>1tYd1, t616:M7 BUT CHOIO 2,J VIS , 3233&ISZ 31-VWIBZ 33-31-OI18Z 21)-, dISZ 25-29-WIBZ V-28:018Z 25-2?-dISZ 25-2"ISZ 2F-25018Z 2324-U-SZ 22-Zp*I82 21-22-OIfSZ 20-21-018Z 162-0W182 WEBS 1028-15M 028-1MI114, 8-211-12W14Z 7.30-119133,5-31-123'137, 4.32-106+124, 3S1z16VISR 11-25-124V/14, 1224-120"4Z 1323-119'I33 15.22-12Y137, 15.21-11WI24, 17-EP16MOD NOTES 1) lJrbdmred Tad K. bm -s-e been -addled for eft dadOl 2) ~ ASCE 74Z iZbph (3-d 9u1I h-151t TC0.N.2yq SC0.ci0p91t. Ceapsy It Ev B; 4extood; MWFRS gable sd ors rd CC Edsb(2)ors;Lt-rbs DOL-I.M plate pb DOL-IM TV" bm 1.de+'- bCC ter -tars end base. and b MWFRSear -dons ep..Mw 3) 1-ded7sd Tod or wbd laedab er Nary des au7 y. I;.,0ale aspdsdb Vkel0- blMwfokWTMSt drd Gtlb6td Debt 4)Ibtrue Tttnben dstl- bet0.0pdbp dudM t>d rtotmWrerdwW-rt1'nerM bda 5) AN Ptabs- is MTM sMn aewMn bdlobd 6)IN. sun,plbb4pecem mes Tooih Ce MeebdefistebbunbdoltterpWynaetlabdpeces4. 7)GadeI qA - cm -a is ba0sn Chard INmal 8)Oadetl 19nd 0200 as 9)Prw40e nsdwirJ ap-11, plate ao fifya0tsa)dbunbberbtp Idtlle d W2.1 dllp 606tPER tl)d+ Z 87 b upfi A0NISe9bwpe11ed0-2B. 105 b u0e8 tl ptrd 2$ W b upofi tl )abd n 102 b ups tlptrd 31, M b uplll tl )Pbd 3Z f27 b 4'fdt tl )dM 3L 85 b.M tl)*d 27t 107 b upil tl )okd24 . 9B b uplt wt #M 23 f02 b up8 tl oU 2Z G3 b uPCt dfdd 21 sd 126 b t m tl)obd 2D. LOAD CASE(S) Sdedsd 4W rrua trtm Typ- Ory P11 R)-"b00 C7 Pbe70 A02 SPECN III, + ReIrsb (aP1 $b-:b+9ddo- 8 9tpply, Zeeeme. Fl ]27m 6Z(q • AI I] Y005 W it be-bw, be Tu F40 U 1] 3e]02000 Pagel: 1-0-0 76-0 15.0.0 22-" 30-" 71-0-0 ) ) rt-0-0 764 76-0 76-0 76-0 1 s .-n 7." 15" 22." 30" r ) + ) 7-" 76-0 76-0 7.0-0 Pore Ortub v112o. a7 Eao.LPO-KEiwlleaw,Edwllao-a7 Few, LOAD[ (la) SPAgNo 200 OER In (bc) Wall Lid PLATES GRIP WILL 2D.0 PWebdiMfa t.25 TC TL O.W veryu) 0.36 9 -W9 240 MT7!) 2wIB0 TWL 10.0 Lu+b boo 1.25 SC 0.75 Vsl(TL) .0.71 010 -498 180 BOLL 0.0 Rq Sala by YES we 0.w H.,An) 050 6 We de BCOL 10.0 Code FBCA0diP1A02 p4.db0 Weiyd 132b L1IMBER BRACING TOP CMID 2 %. SYP Na2D TOP CORD Sbfmatl wood tlsaeb0 dlecey v 266 m purity BOT CNCIRD 2 )( 4 SYP Nam BUT CHORD RIW u!O dmcty applied s 5.24 m breoF4 WEBS 2%4SYP Na3 REACTIONS pdhln) 2-1257060, 1!1�1257060 Mn I- 2-1160oad - 6) M. Up V-655(bd on ft 8-655(Imd case 7) FORGES (b)-M.4nan Comm lo,JMeb+un T-ufon TOPCHORD 1-2-0'4, 2.U-37MI765, 3P282YII I4-5-2WYltM 58y70 l7M 5-?-" BOTOIORD 210>14393M.Dt0-WV.�g6�-1MVd7BB,6P143WJM WEBS 3-t0=WM 30--BT3M 44-41WiBXi. 547-49Y= 54=W O NOTES 2)Wbi ASCE 7-0Zb1 MMO(3-d Outll M 15R TCOL"W. SCM-S.Opd C gag yR F+ 8: endued: MWFRS Otl/e eb-a rM C-C EAwbr ) ors: Lurbs D0..1.33 dam O4 DOL-1.33 TNf boss b delg br CC b rmrOss eM bca► sd is MWFRS Is rmmms rp dw& 3) TNs boas ha been dedDsd b a 100 pd bdbm dwdM bed moronrd M "dew M bda 4) TNf dun npiea Feb baddmm pr Mdlbd whet edf bun h db b base Svf. bTaa0t AN ANSYTPI 1-td. b V-b+br++-b ddVts Iha55 walry d beedry aurbca. 6) tl fi b pdn t %A*V d dIP ewdon (byb hwjcai ea b mi uplift a )*a B) Prwbe medwirJ oaerGem pry dews) d bun b beedry pbb a0etle d seltmAp 565 b tµt tl hbd 2 erd 555 b upW tl iob16 PmAd. LOAD CASE(3) Standard <FN EHLERS P'E 18243 - 531 S. S.R. 434 SUITE 2005 - ALTAMONTE SPRINGS.FL 32714 - (407) 290-2799 2/14/200E Aa Tru- Typ- HXI- Pry Omire Cmermpt R.mdrYp81]CT PS6ro AW SPECIAL 6 1 Al ft-mrenco( 4 Seucesl9eemr 49upph. i-e-opd, FL ]2ro8 .70D- L 17 W7Ak 2W5 WIM dealr, be M Fr 14 1]:]8:]1 2006 P41 7.4-014-10.0 1 224-0 29-10-0 30.10-A r 1 i 7.4-0 76-0 7-6-0 7-8-0 -en 74-0 14-10-0 22.4.0 _ _ 29.10-0 1 I 74-0 76-0 76-0 76-0 Pmp4 ortru eiy% 1)_:oo>_;a�-15u_qL22-01.faoao.o3o1.I5�oaa.ESO•l.IM2 rs _I LOAOIND(pa0 SPACINfi 200 C9 l7EFl b (bc) VM Lid PLATES GFP TOLL 20,0 pltee k- 1.25 TC O.BJ Ve1(LL) 0.34 9f0 >W9 NO MTZI IWiW iCOI 10.0 I-.. 1.25 BC 0.75 V rtn) -0.09 9-10 >5O7 180 8QL 0.0 Rap Saw h. YES WS 0.98 H-M) 0,48 8 Ne Na 9COL 10.0 fad. FBC2000TP1E102 LMss47 W(�C 13Bb LLOBER BRACING TOP CHORD 2 X 4 SYP Np.2D TOP CHORD Sb1krW woad .1.W V DaCOV pvW a 243 a P-b1A BOT CIORO 2 X 4 SYP N 0 2D BOT CHORD RW Oem19 bray eppmd a 5-?2 a brabrp WEBS 2X4 SYP Np3 SLIDER Left X 4 SYP Na2D 3108 REACTIONS (bhha) 1.1168080, S-12%O4M Mss Lbi 1-"3[bed car 4) him UPN1s37ZbW co 618-4710aAd coos 7) FORCES (b)-M.6nm Carrprd-A-.* mT-i- TOP OGRO 1-2s35MI724, 2-11s34(d/1733, 3-li-X12/17N, 3- 23Vi203 4ds2827/1287, 5.12-ISMI78B, 61A.3MI753. 8-7-" BOT 04ORD 1-tOs14UA189, 91�143V3191, 89s1444782ro, "6 IAAW297 WEBS 31D 274, 19--0ONK 44-OW1781, 59-M3712, $400116 NOTES 1) Umd.led rod M bed. IIe-e ban mrWderW tX fis bdp. 2) Wbd ASCE 747G IMnpb (3-d "t h-151L TCOLW ZmA BCOLRSW,, Ceeq-y 0; Ep B., p bnd: MWFRS Able aid ma nd CC E4.tr(21 m Lwtw OM-1.D phr plp D0..1.3T tNs toss fa ba', br CC b nerrcma erd bon, and fo MWFRB b r¢ena osedbd 3)TNst-stwbeen bs', b•100 pd bdtrn dr-dMbad riamlPatmd Wr dry my Mbedl 4) TH. truss mp*m dad km ea nprdn pTara1 Ca-d MaO1d,~ his truss is F71sn b 9AMY ear.Ico b>peCdeL 5) D .Yq t jdm(a)1, 8 mrulO.s P*osal b prn vats uskV N45VTA 1 ede b CoinfaTrUL DuUM d.dpre d1W w8y Cody d barkp auto. 6) ROAb medl.dd n fry arms) arms) d o-a m be.kq dte Csptb d WrCmrflp 372 b uPIA t OW 1 er10 471 b w01 t )dd G. LOAD CASE(5) Stedmd , AY Tn Trw Type ft O-Cu *lc" a Rm11~13 Cy Pedro AN SPECIAL 7 1 1 ba R-mr.c-1epsv.R Sau(k.H Bekeer 4 Sr1dT. i-aepd. FL ]2roe 5200. L 13 2005 WTY M.afr, k Tr Fr U 1l:]8:3121b0 Pe9-1 4 i1-0.0 8-1-10 15-0-0 22.8-0 30.6-0 12-3 71: L)-? I I } 1-0-0 6.1.10 64-10 24-12 7-6-0 76-0 1-04 .em a ry 31 6-1-10 12-34 15.06 226-0 30-" ' 1 1 1 1 6-1-10 6.1.10 26.12 74-0 764) woo6ru (?CTklzo �7 rsaLRo-w oaol-",M.F�wLDQ�O-i-0l t9wa.oaol.ltzoao o, $lo) 1DA01NfiIWI SPACING 2-"C9 DEFL In (bc) Mod Lid PLATES GRP TCLL 21.0 R .luhem t1.25 TC 058 V.gLLI >W9 240 MT20 244/19D TCDL 100 Lurbm k- 1.25 BC O68 o*21;.13 v rt[m -0.572.13 -621 180 BOLL 0.0 Rap Sew In. YES INS OR6 H-CM) 0.34 7 Na W. BCI)L 10.0 Cab F8C20D-RP13102 (Luvw WdyK 1 W b LUMBER BRACING TOP CHCD 2 X 4 SYP W2D TOP CHDRD Sauu of rood dwelklp beaOy 4ppTad a 31.2 a Pdku BOT CHORD 2 X 4 SYP Np2D •Ec r BOT CHORD Revd dIrp ArocOy WOW a 549 m brabp 4112X4SYPNp3 WEBS IFbodnW 6.10 WEBS 2X4 SYPN03 REACTIONS (Oahu) 2-125746A 7-12570-00 Mn Nbd2-IMD d=4) MIX L.l;W2 473(Lad cssa BL 7-70(Ord 7) FORCES (b) -V dll-Carp-d-U.&-T.Wm TOP U10RD 1-Y-82-, 23>-777N1701, 3is817/1377, 4-0rD2&U21, SPU15�flV, 6/ts1fABI1083, 7•f/s�BgiDH$ 7-0�'A BDT C CM 2.13s1474.ttm, 12-13+MaW IZ I1 12sUl% 4l2+21N184, 10.11>3N$ 9IOs77b1164, 74. 77WIISY WEBS 3-13-Q= 3-12s710543, 10.12s457/1705, 5-12s1014=18, 5.10-M19% 8.10.678d48B, 5GO324 NOTES 1) Umd-W rod Ir bob I -a been -Wd..d b to. detrL 2) WhR ASCE 7-02 121) r" (I-d Calk b-13L TC0.W.Z* BC0.c5Op , Caapny R Ep 9: mr/re0: MWFPS 9ti-e1d ma end C-0 EdtrMm WrE.DOL.-1.33pbd.9ro DOL-1.33TH-trussis ea'p k-CCki.olbmsandt-paA.dbrtiWFRS far rryaveopoa%d 3)TN toss Iraben d.a', two f0.0pdbdatndlydMbadmmn-rmd WrsWdtar Inbb 4) TN. truss ngkss Oft mp.cft per Oa Tar(Add Me01d Wr1fie kur la Bran byutlysa-ro k1-pacdel. 5) Baadq t OkA,) 2 considers p.sMl b Woin vra L kp ANSYTN 1 a,,%b pin b -os. Bukip CNpr d-Al rmlfy apediy d oesM1V 1-brr. 9)Ptv0-nit%wkWm 9n(bycdr-1 de bbs'k phecwtied%dabnbip473bt�aO-I)*d2rid470bupL9pj*d7. LDADCASE(S) S-W <EN EHLERS 'P`E 18243 - 531 S. S-R. 434 SUITE 2005 - ALTAMONTE SPRINGSIL 32714 - (407) 290-2799 2/14/200E bD True I-,- 01/ 04nrr CmbOpERrred�pDt]q P0E10 A06 OMLE 1 IF 1 .De R•41_ EL 132M ShROr�SdN-4a1rd/.ZWmO.FL UIpE .200-2pp5 WT•4 Flsbr,be TU F•014 13]!31700E FhpF1 5-24 10.4.8 15.0-0 22-0-0 30." 31-0-0 ,I-" 1-0-0 5-24 5.2.4 4.7-8 7-0-0 7-0-0 4rn 5.2-4 1 10-4.8 ) 15-0-0 i 22�8-0 1 3040 5.2-4 52.4 4-7.8 7.6-0 7-6-0 Fula OOsb DC [24 �7 EabeLl30J0030j,L8430,Glpel.l70b1],618L.1100+0,D301I120B0,03101 61 61 LOADING I-* SPACING 20.0 C9 DEFL b (a) N1d lA1TPLATEs GMTQL210Rbbboron 1.25 TC 000 VI%U) 0,29 4 -®9 210MT21 2W1W TCDL 100 Liner karame 1.25 BC 064 V.Nn) .05212-13 •677 180 BCLL 00 Rep St-k- YES WB 0175 H r4U) 0.29 7 de N- . 10.0 Cob FBC2O4rFP12)O2 (A WW wwgm 193b W)/BER BRACING TOP CHORD 2 X 4 SYP NP2D TOP CHORD SYucO+d -pod mndbq becay appied P 32-Q W PABn SOT CHORD 2 X 4 SYP No2D'ECW BUT 04MO FDdd oW&V b-dy MPS d P 51101C bwdn9. 4112X4SYPNo.3 WEBS IR-..iy 610 WEBS 2X4 SYPNP3 OTHERS 2 X 4 SYP NC.J REACTIONS ONdn) 2-1257"A 7-12570" Mn H-2-URbd 7) = Mn LWA2-6W(b d 4 7-655DD d aeo- 7) FORCES (b)-M-bun Cmum slPYMrdrn-n Tm kn TOR CHORD 1-2=01N, 2-3-309WIM. 34-31401151 t, 46-3WB Ill M-ut5637, 6-7-20671108Z 7400-M BOT CHORD 2-13-14727.474, 12-13-147NODZ 11-1241014, 4•t2-28>t11i3. 10.11-3A56 610-7711178Z 7Y-7W'VBS WEBS 313a) = 3-12-48)7571. t012-=1211. 5.12-101Bi28B, 1.10- 182W. 6.10-,6801485, 50*324 NOTES t)UtoWm dlad M bb hw b4n=Wd and b Eft 611r. A WM ASCE 7-0Z 12bp1(3 r d WaX "151 TOOL.4.2pq BCAtiS.Ope. CetapPy 0; Em B: -bwt MWFRS 9-N- and mr rd CC Ederbl2) mn; lacer OOL•1.A ptre Ob DOL-1.A TN- tr11aa b dokynd br CC br rrmer-End bw- and 1P MWFR5 b 1e¢eoo �orlled. 3) T1un dedpsdb Wrd bedsbNdrNdEN tun Pry. FP sm a:pmed b Wnd Qa, bisbajoMGr1Strdad Gads End DMMr 4)TN-Ir-11nbem deslpbd ere100pdbf dcrdMbed M10TCrrd WA myoEw D-Deft 5) All dbu _ W MT21 uden aOlrWae Yldubd 6)n"'t lgrn VIM 1ny-dtm Or De Tape CLvd MFOcd W+m Els tonbdorlbpWy m-apHnFpIdJPt 7)Ge k ode u-nd r 240 oa. 8) Bwkq r Jmd(a) 2 omsbr- pr I to g*k v".0V ANSVTPI I ry- b W h f-A . NA&V dnjnaw r dn Mfy aawdb d u-rk - auto. 9)Rwb-hs d.W m--c (byd ) d tun bbrrk g pbb Pp" d *.-*Q 555Du At r Jokd 2 an1555 D 1[M st ON 7. LOAD CASEIS) Sbnd d An TUF T-TTp- Gb FIT Or rC-QAR4rIW~13Cy P6e)0 DDI GABLE 1 1 lie1cv18aeb-E914pa1, 14e-oo0. FL 7719E 0.200E M 1320065 WTM Malls, he Tua FO 1413M]2200E PY 1 ,•1.0-0) 10-0-0 20.0-0 1214)-0, ) r 14-0 10." 104-0 1-0-0 .rn 20-0.0 20.0-0 P%ftoff b(XYk IIB OJOAIO LOA -(pc0 T SPACING 2-00 C9 DER b 0.) N1e5 LM PlATES GRIP TCl1 mo Ple're t1P-en t.25 TC O.OB VrXLL) o.W 13 M 121 MT70 2W1W TOOL 100 Lurer bones 1.25 BC GOS Vr1(iL) -0.00 13 M 12D Bf1L 0.0 Rw Saw kv YES w0 0.05 H-ftL) BOB 12 N- d- BCOL 10.0 Cob FBCAOULPIm02 VAWW Wdd1C f01 D LLMIER BRACING TOP CHORD 2 X 4 SYP W TOP CHORD Slruct-r -1 dleW k bray acpbd a O oa BOp1- BOT CHORD 2 X 4 SYP Nat) BOT CHORD FWd wiq dndy w0W - ID00 Po brdp. OTHERS 2X4 SYP NP3 REACTIONS DNdn) 2.1%-M*A 18-14&ZK 19-1WQMA 2I-1W7A00, 21.10 704A 22-19JMOA IT-IGDIA1K 1&.1BG2MA t5-1BNA00, 14-1517A )A 12-156m00 Ma 11=2-1D70p-d on 7) Mn 1Mi82s78pL d a % 19-G5(Ibd o 64 27-1010ad o 04 21-1060=d p 64 22i78poW m 84 11-8/0ad as 74 10-102D d me 74 15•-106 d oy 7G 14-770p d m- 74 12--W(bM t 7) Mn (A--2-i5B(b-d m t4 18+ 48(bd me 14 19-10a(bd - 10127-t WDon - 11, 21-1 - In 22-154(bd ® 104 17-18a0on met 1L 18-1 W(bed -Ilk, 15.81(bdm II414-151Dad a-n t t). 12-t,` bed me t) FORCES (D). Lin* m yknpedord4r6M4n Trven TOP CHORD 1.2=077, 2-3 -11O4a 34-62EB, 46-42100, 54 -42fl% 6-7-4=19L 7-8-47/114 80-AMS0. 9-1D-4267, ID•11- 1204, 11-12-Wle, 12-13-09 BGT CHORD 2.22-0177, 21.22-t27. 2.21-&127, 192FA'127, 1619*127. 17.18-W127, 1617-M77. W13-OP127, W15-Gqn. 1?N-G927 WEBS 7-15-IOM 619-12V124. 621-1=13%4.21-12VM 3-22-117112L 617-120024, 618r-12V13& 1615-121113% 11.14-1171121 NOTES 1)Umr 1W De lab 1 -banm b.-d Tar E$d.IM. 2) VA d ASCE 742 12bp11($- d PmL h-15lt TLQ4.W. BCDL-&Gpal Crapoy D; E p B; rldb-d MWFRS PUe -1 mr �d CC 5mnP(2)xprs; L1rer DOL-1.A pbb Ob DOL-1.33 TN. I-bbtg for GC For nrrbre and I- -I b MWFRSbn ]om FpedSsi 3) T1un deabied bWrd bb b EN t4rl- d Er tun ody. For me+rpsea b r4d (nP1r1F1 b EN bu4 w Wel, IS d GAW Erld DNar 4) TN- ba be br1 d--asd b baOPn Bir e t0.0 Pd d M bmmoard 1 WD my oer In bb 5) N pbba re ZA MT21 blaf.Dube Fdubd. 6) TN-tuu rgi--Oft b'-0edol pr Eft Tm C-t MWO d1 Oft 1- 1- loom b gAtty-aarrn DsOe�NL T) GeNe leprn omtulou. bdem dnd ba4d - 8)Gd. Wb ap•csd r 2." ao. 8)Rwld-rrsdviul ao-Ndbn DN a01r-)dtaubbsedlp plebcapWdW WIi,0VT8 Dup811rJdd Z 96 It,upTB r ON 1S. 1D1 b LVM r)*A 2D IDS b r{M r J.21. 78 b LVM r )*d 22.91 It,1pn r Jmn 17.102 b-M r J7Y1110, 105 b 1pi5 rJ*d 15 n b upi0 r )*d M and 99 D upt8 r Jdr 12 LOAD CASE(S) SWrd <EN EHLERS PE 18243 - 531 S. S.R. 434 SUITE 2005 - ALTAMONTE SPRINGS.FL 32714 - (407) 290-2799 2/14/200E rrw rrw Try. oryPry0-i-sl croB02 wLI1Rwl a1 F-- .loe RM"n LaF.mqcWStAOmw.0 pl,. 7.O.ma.R mm 0.M. M 13 10Ua WTM Ms ,-T-Fd 1,113 =322m0 Pp -1-0-0I 5-0-0 10-0-0 i 15.0.0 I 20-0-0 12t=-01 i 1-" 5-0-0 5-0-0 5-0-0 5b0 .mm 6.8-0 13.4.0 I20-0-0 I 6-8-0 6-8-0 6-0-0 Rx.a%.ft &n_rZ0.2.10,0•IBL[fla2-1o�o-� LDN01Nc(pc0 SPACING 20-0 C9 OER b Qx) Liba Lb PlAlES CRP TQL 210 Htle. kt-ar 1.25 TC 0.27 V4H(LL) 0.03 S10 >WO 310 MT7D 3WI1D , TCIA 10.0 lur0-avow 1.25 BC 0.71 V4.1(il) -0.It 810 >BBB 1B0 BCLL 00 Rep STrwbv YES WB 0.13 Nbr1711) 003 S N. Ns 8COL 10 o Cob FBC2DDUFPG= OA.a6) W.VW 02 D LLM13ER BRACING TOP CHORD 2 X 4 SYP Na2D TOP CHORD sa S W wood Y aip dh-aay wFW m S7a m P M- BOT CHORD2 X 4 SYP No.2D BUT CHORD Rlyd a.asp dt. dY Sped m 974 as tradq. WEBS 2 X 4 SYP N43 REACTIONS LNhe) 24157080. 04157080 M.s H-2-610.d m 4) Mu LVUQ-lW(l-d aw Sl 0-MMIa.d u.e 7) FORCES (b) - W..*- a Titdml TOP CHORD 1-2cM 2.3P 130SIM 311-11454M 4.11-107BVM 4-12-1079850, 512-1 ta50a0, S0' 130a07Z 87.G•A SOT CHORD T10•4571000 910-20875Q 50-2051M 041 4591008 WEBS 31O ZtWA%&io-1aw1444I tSv410. 58-249295 MOTES 1) Uftbl.ad rod M beds lame b -Wand Im INS d.alpl. 2) Vh11 ASCE 7-0Z IMmo (3 -d 0utl): "15R TCOL-i W. BC( QOpC C.-any It Ev S; -Mova MWFRS p0b.rd m--1d CC Eaw"2)» LuTbw DM.1.330Nb pip DOL-1.33 TN a. b de 1, br CC b a1srt n- J br 0-4 br MWFRS Dr r.edtmm..00 3)tNsaua Nw0.-1ddprd br.10.0pdaamad-dMl dR-tmv with"pd-Mb.b 4)r.atlr.e dtl. b>p. p-a-Tod- M.atod wfrtab.fac sar-bs 5)Pro4ftrtWiJ c(by r)d atosp.bod WDmmd339bwLOtlpN 2wd300lD1p0tl jitl6 LOAD CASE(S) SmM-d . T- Irw T1p Ory PIT 0-rtl C t -V a P ..d M013 CT Paaro 0m CONIION 7 1 J.0 R.M1rwu_CWOm'� 6.1Im-I BdlAbrw A 516dT• Z...a.e. Pt J7roa 0.2m. L 1] 20m W 1...dstrl.., he. Tv F.e 14 1J:]0:Jt 20m P.p 1 •1-0-01 5-0-0 10-0-0 150-0 20-0-0 _ _ _ _ F- I I r1" 50-0 5-0-0 5-0-0 5-0O 9 6.8.0 _ 13.4.0 20-0-0 I I Pib ar..ti Izo•�tgal�l.leo-_aioo-�a) LOADING (vd) SPACING 200 C9 DER b 0.) 10dd1 LAI PUTE9 GRID TCLL ?D.0 PWu b-..s 1.25 TC o,27 Vart(LL) 0.05 67 >BB9 2R0 MUD ZW19D IC0. 100 IUID-tr.a� 1.25 BC 0.71 Varl(iL) -0.11 87 H790 10D BOLL 0.0 Rap $bw btv YES WB Q14 NbGTI) 003 8 1" d. 8COL 100 Ob FBCADVTPIE702 Pltl<W W.V*O1D Lum8m BRACING TUP CHORD 2 x. syP N. TCP OIORD sb 9,tl mad stw.ailp berlY.7p.d m 567 a puN4 SOT CHORD 2 x 4 SYP Na2D BUT CHORD ROd a.`9 b.rL MOW a 6"oc tr.ritp. WEBS 2X 4 SYP Na3 REACTIONS (DM2a) 8-77GO8Q 24911080 My H-x2-IDO(bodaw 5) M. LWAB-2570 .d - 712 eK.W os 8) FORCES (D) • M.dnm CanvwbYMchr..n Totim TOP CHORD 1•$i$ 2.H-131268'l b10>115L61Q 4.10>•f0 4•I1r10BB� S71r11B3� SB�iJ12/7M SOT CHORD 2-G-8191101. 89-28Y75S. 74L-20751L 87-64MI110 WEBS 3R7-24BM, 49-178-Oq 4-7-20SN27, 57-2 WMI NOTES 1)lAla w wrod 0. bb Iun b-1c-kW.d br ais I to 2)Vlsd. ASCE 74Z lMnVh (3-ld po): Iw15R TOOL. 2PA BCOL-&Oplt. C-9-Y 0: E� B: -ldmed MWFR5 Odl. -d - 4 J Gc Embr(2)mk L-bD DOL•1.33 pttle pb OCL.1.33 TNe t-Is 6.0 Im CC brR.nD-.-d brw.-d Im MWFRS 1. r.erbm T-0.d5.d lm 3)TNs.NmbI-dsa'pwdb a10.0p.Ibmadvdtmb.drvmvn-e M4.Waat.r Mlo d 41 TN. tllas r.pie. Pb•• st.pmi-1 a M 1opD mud M.aoa wt1-1 H. Sus. h dtm-1 br p-IfY.>u-o hfpem-t 5) Pmrb. n-rlviul mnecDan pry W-) d 1- b brdry Oft ca tM of Wft*.*g 257 D .0 tl)Nm B.M 383 D uPU 9 )oM 2 LOAOCASE(S7 SMd-d �FN FHI FRS PIE 13243 - 531 S_ S-R_ 434 SUITE 2005 - ALTAMONTE SPRINGS.FL 32714 - (407) 290-2799 2/14/200E I." I1 I 1 I,oe Re 131-1 0-L 1] Ird05 W IM btlsbw, be Tns Fi 4.7.8 1 93.0 1 10-32 4.7.8 4•7-8 1-0-8 9J0 LOADING(psi) SPACING 200 C51 DEFL b (be) Vd4 Ltd PLATES GRV TqL 20.0 P. b- 1.75 TC 0.14 V.YLL) -GOD 0 1*12D MTm 2.w1B0 TCOL IGO line. h.- 1.25 BC 005 V"TL) .001 9 M IA BCLL 00 Roo S.albv YES WB 004 H..M) 0.00 10 W. rye BCOL 100 Pri F8C2OWTPCOD2 (Ala.d) W.yt 72b LULBER BRACING TOP COD 2 )(. SYP No.2D TOP CHORD S.un..l wmd.Il.adrg b.pdy6[oO.d.930 w pubs; c W -J wftata BOT CORD 2 )(. SYP No.2D SOT CHORD FOIjd cip Anc9y.[f9 v BOO m bina WEBS 2X4SYPN.3 OTFE79 2%4 SYP N.3 REACTIONS (bW.) 1�120030 W-12WDOA 13-3Z%,%Q 11=1739JQ 12.12tIBJq I5-17393Q IO1249M Ma Hrz 18-1.00wd aSs 5) Ma UpM C-•00(Iwd m. tL 10-65(1M c- SL 13-5(b.d -A 2L 11-1770a.d ®7L V 30(bd m 7L 15-185(Io.d is BL u-39(bd lm 6) Mn Om 10=13gk-f nn 10L 10-13gb d - 111 13K$5sd - It 11-1730aa w. It I2.12B(bd - 11L I5.173(-1 im iL 14-12BO dad 10) FORCES (b)- M>d- C.m.W.VM. drr.m T.ldm TOP CHORD 2-10-1217111, 1.2 ]t, 2-A27/5Q Si-b'121, .dN'18�� 50�'182, b7-G'121, 78z1715B, B09CN, b10-121/111 BOT CHORD 1318-10V1TL 1h15-2B'lW, 131.-20'1� t2•tA29'iW, 11•tA20'I69, ibtf-1877 WEBS b13-57,0, 7.11-1071131. 6-12-OM 315-1071131. h14-11V70, 2.15+4(W141, &11-2&141 NOTES 1)1Anbd.n.W rod I. bas hip. b.m md0s.d In Iris d.dpt 2) Wbt ASCE 707 12D,0 (Umd "X"150: TC0.4.W. BCOLCS.Opd. Cragvy 0; Erm B: -k-. t MWFTS pU. -1 mr.d CS Emdn(2) -..d -'Jay IW.d dyd .M...4 Lunt- DCL-1.3] pip. p'q OOL-1.33 TN..ua. b dkdOld b CC b rtrrbS ilyd ba.A rld b MWFRS b realm. yed].d 3) Tw-d.dpMd b>Ind bSa In t. par d ft i:- a*. Far diD. wpand bshd(rvaId b Ir. t-t Sw MlTdiSmWd OW. End Drf .)TN.nnn Innt-d.aIII tar.100Pdba dwdMbednomWr.tx wrycVw Mbaa S) A.Ora Sn 2a1 MT20 n.1an WnenA bldo 0) iN..Unn rgia po hny.dlarn par M TttaOn CL.d M.Onpd vnh.n Ob.va h de..n b nTtplry.....te blyw9nU. 7) O.v. r.oiis mnthuau. bgmn tdgd brbp. W TrusS b O. hIy tlwded hanl ar face n S..>dy braC.d.(pihw War nb..n. t G.. sIrpmd -I. 0)Go*ra byapsr 200 a. t0) Rorb. m.dw*W marmm (by a0r.) d bun b bnrhp pre ai+dy. of Wft=V*V 00 b will r pM 16, 65 b up08 r)cbt 10. 5 b wgft r J*d 13 . 177 b up0 r )and 11, 30 b UM r )dd 1z IN b 1pf0 r 0,115 ind 3D b Uplift r lab• 14. LOAD CASE(b7 S.nd.d An0 IrUs. T-i7P 017 Pry O�rCar.>c.V.Rrna.nnp81]CT P6.A Iti1. MONO TRUSS1 1 .tE R.r LoIMTr ) 13 1] AO SbcW� BW.mt A Snppi, ZiI-Wa, FL ]27aIr .,. JJ i000 W iM MS�. bn T� F=D 14 17:]!:]] 1%10 Pp 1 •1I-0 85.1 1.N-0 esi .>rB 8-51 LOADING Min 6PAH7NO 20.0 C9 -FL b peel Lbd W PLATF3 cm TCLL 3T.0 F3m. hC.a1. 1.25 TC 0..8 Vw=) 0iD 24 »39 2tO MT2D 2AAN� TOOL 70.0 lint. Ir- 1.25 BC 0.38 V rKn) 0.17 2J a.25 13D BQL IT Rw Seal inn NO WB o.Do H-M) 000 1" N. BCpL 10.0 Cod FBC200uiPI2Q02 OAnb) Wdyt 25 b LUMBER BRACING TOP CHORD 2 A. SYP W2D TOP CHORD SI-I woo 0. blg 6.aPy ytBSd n BOO m pn.bl. rzaq.le t rbnla BOT CHORD 2I. SYPN.2D BOT CHORD ROgld c by dl dit ppA.d v lo" a bn.drlO WEBS 2)LASYPNb.3 REACTIONS Wotm) 4yX7.610Q 2+351AW 1 Mn H> 2-1810o.d m 3) Ma U,04s2X(bd aip. 4 A219(IaW a.s 3) FORCES (b) • Mo1mm CarpnmbVMoblun T.NIm TOP CHORD 1.2>dD, 2d>-OW 56>fiGO, 36-57N4 3i-17Y1M GOT CHORD 2-7-M 7-8-M 40000 NOTES 1) Wbt ASCE 702 12Q 9" (3amld PirL h-15ft: TCDLM 2pd. BCOL6pC 0C."O y 10 Ey B; widol.d; MWFRS pas rw-% pwdn I.ft �re .: Lure. DOL-1,33 ob> grip DOL-1.33 2) Thi. bon fm bean d.dpr0 b. t0.0 pd bdlnn cdnnd M bed nne.MnN nAb wry a0>t M Ueda 3) TN..un rand-. pm hlysmol W n. T..M Cot M.Owd r - Ois Iron 6 db..n b o dty lraar.rta.ly.cIror1. .)Pr Ade rnwdnwid mn.cbm(bydt-)di-bbiwl OM od.dWt-.kV 23. bUplift 9)*d4 M 249bU4.LSr)pM2. 5) H.ps(S) a COW .o. ' d.Ac.(.) Od b., IN vdSd.d 0AW.l --*.W b.d(.l 7 b dww13Sbup. h1-u,7bd ml3blp r ht•1/,.%dt2bdnwnr tOt;.ld.2bdowr 1JiSmbpdvgwd2lbUpr It5,21bw.1d 1Ji5,.d15bd..nr ht•1...1d 15 b N.Rr ht-umbm dcd. The dajFVd.Sm al-h-kn dwtn(S) b Ow rn..pv�y of of . 6)b On. LOAD CASQS) o g bld..p*.d b 1M frUe. d Mt-w Wdahv9IF)vb d(I7) LDADCASE(5) St.dwd 1) Rnrpfr, L-tv hln..s-1.25, Rr..as.o1.25 ud-lc.d1(pn V.L /.AO. 2-4-2D c.-,*Ow L..da (b) Vet 8-13(F-7, B-7) 7-21(F-10 8-t0) 8-t5(F-Q 8-5) KEN EHLERS PPE 18243 - 531 S. S.R. 434 SUITE 2005 - ALTAMONTE SPRINGS.FL 32714 - (407) 290-2799 I 2/14/2006 muss 13 1 1 1." 4-74 ' 4.74 LONGING (pan SPACING 2." C9 OFA b 0a) Wae L/d PUTE9 GRIP TOLL 21.0 Pltlea Yvan 1.2y TC O.2B Vart(LL) 0.00 N >512 240 /.fTA 314I1W TCDL 10.0 L-dw boars 1.2$ BC 0.24 Vert(iL) 0.05 N -999 1S0 BCLL 0.0 Rfp Suess try YES ws 0.00 tw4n) 0.00 Na Na BCOL +0,0 otae FBCcmDutplmDz DdMaf waiyK fBm LUMBER BRACING TOP CHORD 2 %4 SYP No m TOP CHORD SuwWk of -W i1 moll h O k cdy eppW a 4-74 - ps]rq -opt and wstl /a BOT CHORD 2 %4 SYP Na2D B07 CARD Rod aArp d.amy appged 0 1000 ac bdn0 WEBS 2x4 SYPNa3 _ REACTIONS 0ddn) 4-152G74, 2-255038 aa MHbz2-1Qpcod oa S) Mrs UPEN--182 b d oo S), 2-2D70ad oa 0) FORCES (b) • Madman Cmommk VMaY Trfdo TOPCHORD V2=GW.24+10514304a119'RR BOT CHORD 24.00 NOTES 1) Wbd ASCE 7-0Z 120n0 (34®fd ginIX a-t5ft TCOL4.2pq BCOLe5Opt. CtlaOoy 0; Ep It a Wmt MWFRS p tk and -arfd CC E-wb(2)m pods N1bp®gU ftw DOL-1.33piespip DOL-I.ntN.b blgf-d I. CCb rrrrErsar,d t.-and dMVFRSb 2)TH-v1robabeen dM III two 100pdb0ondbd Yra Dadrf orow1Nsnypair Drb-b 3) TNs buss m*A=phow bymft par Yr Tom Cad M40bd wfrf ats bun Is d� br putty anurfa bye 4t 4)P."n-h kw msfedbf (by a01rs)d Bun bboo 7-0 pbb opeW d WftW,*q 182 D LvIA tl)pd 4 end 217 DupW stON 7. LOAD CASE(S7 SbaLd AfY Tnra Ina Tta O11 Pry GrrtlCvrtlp4 RrmaeipEt]Ct team aR MONO TRUSS 2 1 Jut N-1 WBerr�l 8bc0a19aMrvw a erary.2eB.ma FLslBB a.lm • Al13 1]idrn W it aystl.. ht Ne Ftlt n 13x9 7d0e Pops 1 1-0-0 3-0-0 .rm 3-M 3-0-0 LOADING (ptl) SPACING ?00 CSI DER in (DC) WA Lid PLATES CRP CLL 2).0 TOLL, Rtln Ir- 1.25 TC 0.12 Varl(LL) .000 2-4>099 240 M727 2441180 TOLL 100 LurEar boa» 1.25 BC 0.00 Ver1(TL) .011 24 >999 100 BOLL 0.0 ow TYV Sbfo YES WB 0.00 ttr>iTL) -0.00 ] Na Ne am10.0 Cad. FBCZDD,RPC= (� waj/C II. LUMBER BRACING TOP C10)m 2 %4 SYP Na 2D TOP CHORD Svuc%,W wood dlesabV dbad>y RpW a 300. p .- SOT CHORD 2 X 4 SYP No BUT CHORD RIMjO amp mxsy 4Ppw a 1000 o bock REACTIONS (DNB) 3;7A.Yda# I. 2-ML04A 4-MMdrbH aa Mtbz2-1210od on S) M. 11I603-460od - SL 2s131(kod oo S) Mu Gw3=670mdor 1L 2.MI(bW oo 1L 4-55(bW om 2) FORCES Ob) • ehdmm Oonormlar*Hr+Yfam Tarfslo TOP CORD 1-2-02k 2-3 -6S21 DOT CHORD 2J.00 NOTES 1) ~ ASCE 7-0Z 12)pO (3aooN V a* In15k TCDLa 2W. BCOLCOpit Cawy It Ey B; or t.01 MWFRS pbW rro mr ION C•C E *iwM m , Lu bw DOL-1.33 pbb 17b DCL-1.3] THs tun b d.t1, br CC far nwybm and bnas Arid br WNFRS for raet0os gMdisa 2) THa bunra IBea detlprd ft.A 100 pd bdbn dvrvmvnrd Fa bid 1wdl sM a0w On bds. 3) THs bm repro fhb hradfm IN,Br Tom Cad Memel wtrl Ofttun 1.d- br Q.Ry aaa-ro bfpadlm. 4) Rotor bf}deRs)1. tuns tun aOrbaCbR 5) PraHd. rtWir/ onfsom 0a amen) d afw b berY9 pim t4Pslds d Wausdlrp BS m ap4H1 tl )o1N 3 and 134 D ufd0 tl pd 2 LOAD CASES) Srdbd KEN EHLERS PF 182'43 - 531 S- S-R- 434 SUITE 2005 - ALTAMONTE SPRINGS.FL 32714 - (407) 290-2799 2/14/200E < 1 Ar Tn�. Tnp Typa Oy � Orrel Conacwgl RunobYp01]� p/ero C.11 uOm TRUSS 2 1 Ai R�M1rws� StrucArl 9dw4v A 91rp11, Zrwmt, FL ]2ltrf f,AO • Ac 1] 2001 W it M�trlw. bc. Tlr 1. H 13:Y3. 2001 pap.1 -1-0-0 1 0 0 1-0-0 1-0-0 ' .wn 1 � — 1-0-0 1-0.0 Ki (psi) SPACING 2-0O C9 OEFL b (oc) WeS Lb GRIP TCLL 200 TCLL P—bwaasa 1.25 TC 0.10 V"u -0AO 2 -M 240 MT20 2WiW TCD 100 lMwow trod 1.25 SC 001 VaR(TL) -0.00 2 >WH im TPLATES BOLL 0.0 Rm Sean h. YES VIB 000 Hor#TL) -0.00 ] rMa 1Va BWL 10.0 Cob FBC%ADLTPIA02 O.Laeh) WalylT 5 b LLLBER BRACM TOPCHOR02% 4 SYP Nn20 TOP CHORD Sh—W-WW. ip drw2yepp40w10Oxpudya BOT CHORD 2 A 4 SYP Nn2D BOT CHORD FW cdkV dr cgy sgAW w 10&0 wbueip REACTIDNS Ob(.n) 2.142010, 4-10Mad1wdcK 3-A74ed%.kw MaM-2•W(I d-0) MY Lp102-13XIb — SL 3s00eed Caa 1) Ala 0a 2.142(bdm 1k�I%Oomdm 21 3210iaa oaa B) FORCES (b)-M,*n Cmoasyv%b,& mTwdm TOPCHORD 1-2.VV Z3+-Vif SOT CHORD 24-Q0 NOTES 1) ~. ASCE T-0Z MmO ()acmb pink )w151k TCOL4.2p ,, BCOLc10pcL Ctl.0wy q Em M a-zinsa WIFTS plwa tltl »>M tl1C CL Emrtr(Z mw Lu 00.•1.9 pbft pip DOL•1.]] THs troy is GCJprd br CC Ow rtartEwa tl bRaa, end br MWFRS br rwclw opadb d 2) TNs boa lm M beard Iw a 100 ptl bod=dW4 M 1 tl nwmlpntld WM"ode Pm btlA ])THe truss Isar°[ftle hepadbn ptllr Tadb Cows Mefodw21tlifbb bd braudtyaar<tllu bsper9on. 5)Rtlrb0rdMabOW cwaMwbr. 5) Pm10s Rrdvirw*d i ewrrmon (by °Ctrs) w eua b baedlq paves aptlia w WeCaldkq 130 b uW1 tl )oM 2 rld OD upL7 tl jotrd 2 LOAD CASEM SW40 KEN EHLERS PE 18243 - 531 S. S.R. 434 SUITE 2005 - ALTAMONTE SPRINGS,FL 32714 - (407) 290-2799 2/14/2006 03/17/2005 WED 8: a6 PAX 608 ail 4237 IQ003/006 ACCEPTANCE NO.: 01-1127.1.6 APPROVED December 20, 2001 EXPIRES December 20, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This approves a wood swing door, as described in Section 2 of this Notice of Acceptance, designed to comply w th the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFI3C Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT ESCRI)PTION 2.1 The series 'I oyal Mahogany" Double Inswing Glazed Wood Door and its components shall be constructed strict compliance with the following documents: Drawing No Royal IS2, titled "Double D r 6080 (Royal Mahogany) Wood Doors" Sheets i through 4 of 4, prepared by manufacture]. dated 07/16/99 and last revised on 11-21-01, bearing the Miami -Dade County Product Control apprDval stamp with the Notice of Acceptance number and approval date by the Miami - Dade Count Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LRAITATI NS 3.1 This approv applies to single unit applications of double or single inswing doors, as shown in approved dr 'ngs. Single door units shall include all components described in the active leaf of this approval 3.2 Unit shall be 'nstalled only at locations protected by a canopy or overhang such that the angle between the ge of canopy or overhang to silt is less than 45 degrees. Unless unit is installed in non-habitabI4 areas where the unit and the area are designed to accept water infiltration. 4. 1NSTAL.L.A, 4.1 The inswing drawings. 4.2 Hurricane pr protection sy 5. LABELING 5.1 Each unit steal statement: "M 5.2 The door slab or logo, city au 6. 6.1 BUILDING Application fc 6.1.1 This 1 6.1.2 Dupli, clearl: 6.1.3 Any c in ord door and its components shall be installed in strict compliance with the approved on system (shutters): the installation of this unit will rertuire a hurricane bear a permanent label uith the manufacturer's name or logo, city, state and following uni-Dade County Product Control Approved". tsclf shall also bear a pcnnancut label, at the door inside edge, with the manufacturer's name i state. ERIVIIT REQUIREMENTS building permit shall be accompanied by copies of the following: lice of Acceptance to copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, marked to show the components selected for the proposed installation. cr documents required by the Building Official or the South Florida Building Code (SFBC) to properly evaluate the installation of this system. 1 SLAAA;% 1 L�,•t �.i� Ishaq I. thanda, P,E., Product Control Examiner Product Control Division 2 KN 11/16/2004 14:10 FAX 86655 8822 6lasonite/DorFab [ 001/001 X Unit 6' 1 I 1 v. 6r UNIT UNIT 113-I SMM O Iyu61177r ON GENIiER 1YP. • 6 pervertical Iraminp member • 2 per hortzontal freming member �. --• Ithipe and sirlie plabis rngdne bra i-12• loop zmm per locaflon. Width of door unit plus 1I2" SEE NOTE n Height of door unit pars 1)4' 1 1 rtrr •aoQeKrrrao+. ooc, .amaw reu,mubn H026 9 • r n• pX26.rn rae,me "Ift oa; namrseor m�mr, oor:,aexarcamiar ow pararr n.,. �'�� hnrn.�rafluartp o ,ris,er ■� nsnv(r in r�aw.Ml�nraooaiu. ar a,in worts Ihr lOrodY rrrMd air. MID-VA-1'rIAD001-02 Latching Hardware: • Complance requires that GRi DE 3 or better (ANSV611MA A1562) cylindrical and deadlock hardware be InsWed. • UNITS COVERED BY COP D MIENT 0i46•• 0266•, 5241-. 3246, tl261* or tl M ComplilMe requires that B' RADE 1(ANSVBHMA A156.16) sumacs bops be tnstalled on latch side of active door panel — (1) at top and (1) at bottom. 'Buell on required Design Pres ure — sae COP sheet for details. Notes: 1. Anchor calculations have bee I carried ort with the lowest (least) f the di ferent fasteners being considered for use. Jamb grid head fasteners analyzed for t la unit Include E8 grrd I10 wood aCr01Y5 or 3J16' threshold tastern rs arrafytod for this unit Mdude 18 and #10 wood screws. SM 6' Tep ns, or liquid Nails Builders Choice 490 (or ea uGural adhesNNe). 2. The mood screw s ftk shear design values come from Table 113A of ANSIM 6 R4 NOS for southern pine lumber with a side member thicimm of 1.114' and achievemsnrt o(m m embedmemL The S/16' Tipton single sheaf design V141e6 Come from the ITW and ELCO Cade Country eMW& respecl(vely, each v ith minimum 1.1/4• embedment. 3- wood nude; by others, must a anchored property to transfer loads to the structure. momamp a mar ww.UM ov rwon u „ma uow"e.rs ,a�,e.� • • •aa•.aa,eo«d.era�.a.a.a�n X Opaque Inswing Unit APPROVED MINIMUM ASSEMBLY MINIMUM INSTALLATION COP-WL-MAD101-02 FIBERGLASS DOORS eernack w...,, ® Fla Test Osts ReNew Cartlftnde I302W/7A /30IW478:Id02BfA7C nd COPfr. Rpp� VaBdedon Mtrbr rJMB"7A- 001.002 007' IdOZBN7B-0Ot, OQ2, 0m: /30§Br4fC-=, goY 80.1 proNdas ad MWW WomWlon - snCaDle fmm gu rTSIWR weUdte 0 t �wwworr�oi�u�.rnm�j or�eie Note: Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6'8". ngle Door udmrm unk stye " Tcr x GB- esign Pressure 76.0/-76.0 dW wder unless spedsl threshold design is used. irge Missile Impact Resistance lurricane protective system (shutters) is NOT REQUIRED. hd design pressure and tMcl tWftd requdemems for s 4Kft building design and geograpNc loadon is determhned by ASCE 7-mHonel de or rod budding oodss Wm* the Mon required. L: )mpliance requires that minimum assembly details have been followed — see MAD-WL-MA0001-02. APPROVED DOOR STYLES: 313 Rush requires that minimum installation details have been followed — see MID-WL-MA0001-02. go OD 00 on 1311 Bew E M 14-panel r'OM 4-pad s pnel Eyebmw s'penel with ma MWh 10. MM our , M 11 A dmv+m Ol pro" �rorDo- nKm ff m hrrYeyiae, desipe Wild aoeud dM U40 to dwo nfW rode. XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: - 3/4 GLASS: FULL GLASS: 00 oa 404 sines 410 Saks 109 Sena 114,120.122 ttit sends 149 Sides 3p Splea Saks CERTIFIED TEST REPORT : Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood Composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCELABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer . Kurt Balthazor, P.E. — License Number 56533 Ain 17, 2DM Ow mWdnO XVIM of e, I bioxownae 9ft fC9WM aat9n me aeeoa dare aw b ete V View Wtia tAlemodi NwMr VI Test D& RrA w CeMple 03=4,47k /302W76• I302M/7C ww COP/Teo RM9fEc #308"7A- 00176-0Ot, 002. am; d3Dt16MyG001. 002, 003 iv 3W hm 14 ITSWH wwske (www.etkmip.am),am Wsaste weDsJta (wrw.nasoNte.com) or the Masastp teCetlal center. X Opaque Inswing Unit CERTIFIED TEST REPOR' FIBERGLASS DOORS - 210-1973-1.2, 3 tying Engineer and License Number. Barry Portnoy, P.E.16258 k-1051 W tying Engineer and License Number: Ramesh Patel, REJ20224 Tested in Accordance with Miami -Dade BCCO PA202, ASTM E1886 and ASTM E1996. panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" nated lumber. Top end rails constructed of 31132" wood. Bottom end rails constructed of 31/32" d composite. Interior cavity of slab filled with rigid polyurethane foam core. 1e constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LAJBELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA201, PA202 6 PA203 OR ASTM El"15, MIAMI•DADE PA202. AND ASTM E1666 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt BaQhazor, P.E. — License Number 56533 MX%h 10. = 0w mMw, O PV= m mo" kmMM7 oe wed Raba. Ono and aoen dme u6m b dwo wVW Mtn Yeanoef fiery rl/ �e Tetl Da Review COMI ate /302644?k 0302W7e; /30264I7C end COPrteg Report V9MIUM MOO COME O* 00 ,002 001=6N76-0D1,002, 003 iR94d7C =. 002. OW provbd MWftiW 1 k9al'. M - r4tabb hom the RSAVH webslte (www.e0mmem.com), the :4sortte webe0e Iwwtemasorlte.eom) or 0u MuoNte tecfedcal center. X 1' I I Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEME : F7. Test DrQa Revlew Catldate R02W47k ri0264178;13028117t ano COP/rest Va9datlon Wttbt A0284/7A- O eddtdon�il adorZOla3n .txtz, O ava9aDle tmm the nSIWM weDslte (www.dlsemko.wm), da Mumb waDstle (www.mnor te.wm) of the Note: Masoroe twirlal earner. Units of other sizes are covered by this report as long as the panel used does not exceed TO" x 6'8". ingle Door mum um size g sn' esign Pressure 52.0/-52.0 near odes epedd threshold design h used. arge Missile Impact Resistance urricane protective system (shutters) is REQUIRED. deslpn presswe arM Irtgp reslitard repuhemals for a spectllc kGft dmlgn and geogrWk location ts determhud by ASCE 7- aboW, e or local WUM codes seedy the efton reguhed. .. MINIMUM ASSEMBLY DET IL: ompliance requires that minimum assembly details have been followed — see MAD-WL-MA0001-02 and AD-WL-MA0041-02. MINIMUM INSTALLATIONDETAIL: ompliance requires that minimum Installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES 1/4 GLASS: 00 00 00 00 00 I 00 100 Series 133,135 Series 136 Series Series 1/2 GLASS: an 0 00 00 00 00 105 Series 106.160 129 Series, 12 R)L, 23 W 24 RA. 107 Sodas. 108 series 304 Saks saks- 'This plus lut may also be used in the followt g door style: Eiettm 5-p" Mth eaen. n Am 17. EM ae -urea PWM of oroew ftmv cane makes eerbn aid pa" X 1' tl I <. Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLE 3/4 GLASS: FULL GLASS: Do 00 404 Series 410 Seder 109 Serles 114.120.122 152 Sedea 149 Sulu 300 Series sefws CERTIFIED TEST REPORT : PRODUCT COMPLIANCE lifying Engineer and License Number. Ramesh Patel, REJ20224 It Tested in Accordance with Miami -Dade BCCO PA202. or panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" iinated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" od composite. Interior cavity of slab filled with rigid potyurethane foam core. Slab glazed with insulated ss mounted in a rigid plastic lip lite surround. .me constructed of wood with an extruded aluminum threshold. TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME crn, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 aa■ M mm Our exWmft VW= a oreea Npoverwa soed0 OWK despa and aede dew now to "W www race. itr.,neer t4rwp rI �o Test DIU Ravlew Certlficg a 13026U7k 130264479; e3026447C and COP/test RepoA Vddgm Mstrbt f3D26447A- 001.002. 003;1302W478•001.002. 103; /3026M7C-001. 0D2. 003 provides addtlanl 4iwmdon - avdahle hom the FTSWH w0sh (www.eBsemb-com), the Masamte website (wwwjmonb.com) or the MaonRe tedrdcal ender. )BETTER BILT WINDOWS . MAXIMUM SIZES FOR 140-MPH WIND LOAD SERIES 3740 SINGLE HUNG 53 1/ " X 72 V4" FLANGE WINDOW 5 1/899X 71 1/4" FIN WINDOW ------ -------------------------------=--------- SE ES 3740 PICTURE WINDOW W 6�R pko4 72" X 72" 96" X 48" 48" X 96" 84" X 52" 52" X 84" Y DIMENSION LARGER IN TH AND HEIGHT WILL NOT .jET 140- MPH WIND LOAD E Dool2 • CoOE joz 4 R tog t PUIL19W6 SLANS EXAIIAIN&n ' REVIEWED FOR CODE COMPLIAI%TCE KEEP THIS PLAN ON 10B MAY 2 Y 2003 Building Zoning in �e ion Uiv-1ax., FL. Examiner Idgature License No. AAMA/NWWDA 101/I.S.2-97 TEST REPORT Rendered to: Nu HOME PRODUCTS, INC. TYPE: SERIES/MODEL: 740/744 Oriole Aluminum Single Hung Window with Nail -Fin Summary of Results TitleTest Specimen #1 Test S ecimen #2 Test S ecimen #3 AA.MA Rating H-R35 47 x 89 H-R30* 39 x 90 H-R35* 39 x 90 0 eratin Force 25 lb max. N/A NIA Air Infilt ation 0.12 cfm/ft N/A N/A Water Resistance Test Pressure 5.30 psf N/A N/A - Uniform Load Deflec ion Test Pressure +35.3 psf -47.2 psf +33.3 psf -34.7 sf +35.3 psf -47.2 psf ad Test Pressure +53.0 psf sf +53.0 psf -70.8 sf - Uniform Structural L:���D�elaz Forced En +50.0 psf -52.1 sf N/A N/A n-70.8 Passed N/A esistance Grade 10 N/A Reference should description and dat be made . to ATI Report No. 01-41979.01 for complete test specimen AL Architectural Testing AAMA/NWWDA 101/I.S.2-97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. P.O. Box 370 Gratz, Pennsylvania 17030-0370 Report No: 01-40351.06 Test Date: 10/22/01 And: 10/23/01 Report Date: 03/20/02 Expiration Date: 10/23/05 Project Summa Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc. to witness perforT iance testing on a Series/Model 740/744/3740, aluminum single hung window at MI Home Pro iucts, Inc.'s test facility in Elizabethville, Pennsylvania. The sample tested successfully met t ie performance requirements for an H-R45 53 x 73 rating. Test Specificati : The test specimen was evaluated in accordance with AAM. /NWWDA 101/I.S.2-97, Vol ntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 740/744/3 740 Type: Aluminum Single Hung Window With Flange Overall Sizei 4' 4-7/8" wide by 6' 0-1/8" high Active Sash §ize: 4' 2-3/4" wide by 2' 11-3/4" high Fixed Dayliot Opening Size: 4' 1-1/8" wide by 2' 9" high Screen Size: 14' 1-7/8" wide by 2' 11-5/16" high Finish: All quminuln was polished. Glazing Det ils: The active sash and fixed lite were glazed with one sheet of 1/8" thick clear, temper d glass. Each sash was channel glazed using a flexible vinyl gasket.' 130 Derry Court York, PA 17402-9405 phone: 717.764,7700 fax: 717.764.4129 www.archtest.com -�+ HAACA, Zoe 2. 740 44/3740 MI Home Products, Inc. 650 West Market St. P.O. Box 370 Gratz, PA 17030-0370 HUNG (717) 365-3300 (717) 362-7025 Fax IN & FLANGE IMPORTA 4T NOTE: When the 744 is sold to Lowe's, it is marketed under BetterBiit Series number 3740. When it is marketei f to Home Depot, it is BetterBiit Series number 740. • Test Reports • #01-40351.05 (Fin) • #01-40351.06 (Flange) • I stallation Instructions - Flange • Sample 110/120/140 MPH Labels rl 4 L�f � 6 -3 Architectural Testing A A 101A-R-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 Sum ary: Architectural Testing, Inc. (ATl) was contracted by MI Home Products, Inc. to perform tests on three Scries/Model 740/744 Oriole, aluminum single hung windows with nail -fin at their facility in Elizabethville, Pennsylvania. The samples tested successfully met the performance mquirements 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 (0) next to the performance grade indicates that the size tested for optional perfo ance was smaller than the Gateway test size for the product type and class. Test Specification: The test specimen was evaluated in accordance with A 101/I.S.2-97, oluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specime¢ Description: 740/744 Oriole Type: Alt minum Single Hung Window with Nail -Fin Gateway Performance Specimen H-R35 47 x 89 11 Size: 3' 11-1/4" wide by 7' 5-1/4" high r Sash Size: 3' 10" wide by 2' 11-3/4" high Fixed Dayligbt Opening Size: 3' 8-5/16" wide by 4' 3" high Scree Size: 3' 9-1/8" wide by 2' 11-1/2" high • Glaz49 Type: 3/16" annealed 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717,764.4129 www.archtest.com Test Specimen Weathersi scription: (Continued) ping: 01-403 51.06 Page 2 of 4 Descriptic n Ouantity Location 0.330" hif h by 0.187" 1 Row Fixed meeting rail interlock backed pclypile with centtr fin 0.170" hi by 0.187" 1 Row Fixed lite, stiles and top rail backed polypile with cent r fin 3/8" diam ter hollow I Roue Bottom rail bulb gasket 0.310" high by 0.187" 1 Row Active sash stiles backed p lypile with ceritt r fin 0.150" high by 0.187" 1 Row Active sash stiles wide poly pile Frame Con truction: All frame members were constructed of extruded aluminum with coped, butted and sealed corners fastened with two screws each. Fixed meeting rail was secured utili ing one screw in each end directly through exterior face into jamb. Silicone was utilized iround exterior meeting rail/jamb joinery. Sash Constl uction: All sash members were constructed of extruded aluminum with coped and butted comers fastened with one screw each. Screen Construction: The screen frame was constructed from roll formed aluminum members with plastic keyed comers. The screening consisted of a fiberglass mesh and was secured wit a flexible vinyl spline. Hardware: Plastic tilt latch Metal sw Balance s Screen to Tilt pin 1ep lock Ssembly islon sprino uantit Location 2 One each end of the interior meeting rail 2 13" from meeting rail ends One per jamb 2 One per end of screen stile 2 One each end of bottoni.rai- z. 0 6 Z 01-40351.06 Page 3 of 4 Test Specimen Dfscription: Drainage: S ped sill Reinforceme t: No reinforcement was utilized. Installation: The test buck was fabricated from 2 x 8 #2 Spruce -Pine -Fir. The unit was secured utili ng three 1-5/8" drywall screws through the jamb track, 5" from sill, 1-3/4" below meeti rail and 1" from head. The head utilized drywall screws 3-1/2" from jambs and midspan. Exterior perimeter was sealed with silicone. Test Results: The results ark tabulated as follows: Paragraph 2.2.1.6.1 2.1.2 Note #1: AAMA/NWT 2.1.3 Note #2: T, results are 1 2.1.4.2 2.2.1.6.2 Title of Test - Test Method Results Allowed Operating Force 23 lbs 30 lbs max. Air Infiltration per ASTM E 283 (See Note #1) @ 1.57 psf (25 mph) 0.10 cfm/ft' 0.30 cfm/ftZ max. he tested specimen meets (or exceeds) the performance levels specified in DA 101/f.S. 2-97 for air infiltration. Water Resistance per ASTM E 547-96 (with and without screen) WTP = 2.86 psf See Note #2 No leakage a client opted to start at a pressure higher than the minimum required. Those ted under "Optional Performance". Uniform Load Structural per ASTM E 330-97 (Measurements were taken on the meeting rail) @ 22.5 psf (positive) 0.20" max. @ 22.5 psf (negative) See Note #2 0.20" max. Deglazing Test per ASTM E 987 In operating direction at 70 lbs Top rail Bottom rail 1n remaining direction at 50 lbs Left stile Right stile 0.06 712% 0.50"/100% 0.06"/12% 0.50"/100% 0.03"/6% 0.501,!100% 0.03 "/6% 0.50"/ 100% .2 / Mi0.1cN Zoo AAMA/NWWDA 101/I.S.2-97 TEST REPORT SUMMARY Rendered to: MI HOME PRODUCTS, INC. SERIES/MODEL: 740/744/3740 TYPE: Aluminum Single Hung Window with Flange Title of Test Results Rating H-R45 53 x 73 Overall Design Pressure 45 psf .Operating Force 23 lbs max. Air Infiltration 0.10 cfm/ft Water Resistance 6.75 psf Structural Test Pressure +67.5 psf -70.8 psf Deglazing Passed Forced Entry Resistance Grade 10 Reference should e made to Report No. 01-40351.06 for complete test specimien description and data. II For ARCHITEC i`4ark A. Hess, T MAE:baw URAL TESTING, INC. /ram 'tulician A/ Mh"Wc); �la,Z 740/744 SH & PW SERIES - MILE PER HOUR (MPH) MAXIMUM SIZE CHART MAXIMUM SIZES ALLOWED SERIESITVPE MPH ZONE(S) REQUIRED MULLION SINGLE UNIT TWIN UNIT TRIPLE UNIT 7401744 SH OR PW FIN OR FLANGE FRAME UP To '140 MPH NIA NIA 63-118"X72-114" NIA NIA ONG GLZOR INS 7401744 SH OR PW UP To 130 MPH VERTICAL MULL NIA 63_1 JIS13 X 72-114" 63-118" X 72-114" FIN FRAME ONG GLZOR INS #V43 7401744 SH OR PIN VERI CAL ... .... .... . . 63.118"X 63" 63-118"X 83" FIN FRAME UP To 140 MPH MULL NIA OR OR ONG GLZOR INS 6V43 42" X 72-114n 42" X 72-114" 7401744 SH OR PIN FLANGE FRAME LIP TO 130 MPH VERTICAL MULL NIA 63-118" X 72-114" 63-118" X 72-1/4" ONG GLZOR INS OV83 7401744 SH OR PIN FLANGE FRAME UPTO'14OMPH VERTICAL MULL NIA 63-1/8"X 63" OR 63-118"X 63" OR ONG GLzaR INS OVA 42" X 72-114n 42"X 72-114' 740/744 SH OR PW HORIZONTAL FIN OR RANGE FRAME UP To 120 MPH MULL N/A 63-112" X 72-114" 32"X 72-114" ONG OLZOR INS #H431HS3 ... . ... 7401744 SH OR PW FIN OR RANGEFRAME UP TO 140 MPH MULL 14- , - � I N/A 46" X 72-IW 30"X 72-1/4" WITRANSOM% WITRANSOW ONG GLZOR INS #H431H83 7401744 SH OR PIN FIN FRAME UP TO 120 MPH SELF - STACKING 53-1113"lln-114" NIA NIA ONG GLZOR INS SILL vvfTRAmwm* 7401744 SH OR PW SELF - FIN FRAME UP To 140 MPH STACKING 48" X 72-114" NIA NIA SNO GLZOR INS SILL WITRANSOIA* 7401744 SH OR PW UP To 140 MPH MULL Was ........... . 63-11S"x72-1W NIA NIA FLANGE FRAME WITRANSOM' 13NO GLZOR INS 16� " All Transoms (1, 2. & 34.ites) must be continuous frame. *2 Transom units must be a minhmm of 110 tall. The nuwbnum transom height In one half the width of the transom. Both Single Hung & Picture Windows can be used In combination up to the maximum vim* fisW above. Rev. 74 "2 Test Spec Test C 11 F S Finish: Glazing glazed u Weathe 01-41979.01 Page 2 of 6 Description: (Continued) men #2: H-R30* 39 x 90 .11 Size: 3' 3-1/4;' wide by 7' 5-1/2"high Dr Sash Size: 3 1-7/8 wide by Z 11-11/16" high Daylight Opening Size: 3' 1-1/4" wide by 4' 2-1/2" high i Size: 3' 1-1/8" wide by 2' 11-1/2" high ig Type: Fixed daylight opening 3/16" annealed, Interior sash 1/8" annealed men #3: H-R35* 39 x 90 11 Size: 3' 3-1/4" wide by 7' 5-1/2" high [)r Size: 3' .-7/8" wide by 2' 11-11/16" high Daylight Opening Size: 3' 1-1/4" wide by 4' 2-1/2" high i Size: T 1-1/8" wide by 2' 11-1/2" high ig Type: Fixed daylight opening 1/8" tempered, Interior sash 3/16" annealed The following descriptions apply to all specimens. fit was silver in color. etails: The active and fixed sash were single glazed. Both sash were channel g a flexible wrap -around glazing gasket. 0.170" ' gh by 0.187" backed polypil with center fin 0.330" "U*gh by 0.187" backed polypil with center fin 0.090" gh by 0.187" backed polypil 0.270" iigh by 0.187" backed polypil with center fin 5/16" 4nyl, hollow bulb seal uanit Location 1 Row Fixed sash stiles and top rail 1 Row Fixed sash interlock 1 Row Interior sash stiles 1 Row Interior sash stiles 1 Row Interior sash bottom rail Test S Frame C coped, bi and head Sash Co comers v into the r Screen 1 members Hardwai 01 A 1979.01 Page 3 of 6 Description: (Continued) nstruction: The frame was constructed of extruded aluminum. The comers were ted, sealed, and secured utilizing two 5/8" screws through the jambs into the sill crew bosses. uction: The sash members were constructed of extruded aluminum. The coped, butted, sealed, and secured utilizing one 5/8" screw through the jambs screw boss. ruction: The screen frame was constructed from roll -formed aluminum keyed comers. The fiberglass mesh was secured with a flexible spline. Descrir lion Quanti Location Metal cam lock 2 10" from ends on interior sash meeting rail Balanc assembly 2 One per jamb Plastic At latch 2 Ends of meeting rail on interior sash Metal t It pin 2 Ends of bottom rail on interior sash Drainage: Sloped sill Installati The unit was installed in a 2 x 8 #2 Spruce -Pine -Fir wood buck. The unit was secured u ing 1-518" drywall screws placed 3" from corners and 10" on center around nail fin perime er. The exterior was sealed utilizing polyurethane. Test Results: 'rhr-ft=1U are tabulated as follows: BUILDING PLANS ex"M'"`R REVIEWED FOR COtUI t'`t0 Paragraph Title of Test -Test ----- owed KEEP iHIS PL . Test S eci men #1: Gateway Performance S ecui 2 X- 3 47 x 89 MAY 2.2.1.6.1 Operating Force z5 lbs 30 lbs max 2.1.2 Air Infiltration (A�1ion)82 3" i I c1'�iI �w Fi . @ 1.57 psf (25 mph)ftL 0.3 cf n/ft max. Examiner Slgnaty- Note #1: a tested specimen nielf?9Fe �p°erfanrrzmi� lei�e7s spec fed in AAMA/NWWDA 1011I.S. 2- 7 for air infiltration. I Test Results: I 2.1.4.1 *Exceeds 2.1.4.2 2.2.1.6.2 01-41979.01 Page 4 of 6 Title of Test - Test Method Results Allowed #I: (Continued) Water Resistance (ASTM E 547-00) (with and without screen) WTP = 2.86 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) @ 33.1 psf (positive) 0.77"• 0.26" max. @ 42.9 psf (negative) 0.8911# 0.26" max. L11 75jor 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) @ 49.7 psf (positive) 0.08" 0.18" max. @ 64.3 psf (negative) 0.12" 0.18" max. Deglazing Test (ASTM E 987) In operating direction at 70 lbs Interior sash meeting rail 0.12"/25% 0.50"11000/0 Interior sash bottom rail 0.12"/25% 0.5011/100% In remaining direction at 501bs Interior sash right stile 0.06"/12% 0.5011/1000/0 Interior sash left stile 0.06"/12% 0.5011/100% Forced Entry Resistance (ASTM F 588-97) Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al thru A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry 0141979.01 Page 6 of 6 Test Results: (Continued) Title of Test - Test Method Results Allowed H-R35* 39 x 90 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. "Exceedr 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 draw gs, representative samples of the test specimen, and a copy of this report will be retained by PTI for a period of four years. The above results were secured by using the designated to methods and they indicate compliance with the performance requirements of the above refere ed specification. This report does not constitute certification of this product, which may or ly be granted by the certification program administrator. This report may not be reproduced ex Dept in full without approval of Architectural Testing. For ARCHTTOCTURAL TESTING, INC Allen N. Reeves, P.E. Mark A. Hess Technician Director - Engineering Services .T. G boT•.Q�•t Zoo s- MAH:baw 01-41979.01 � : �c qZ r l C,1tF •• < - 'U : STATEr= ru = OR l'D ,��'''J7C,1AL\``,'� eries V83 °STRUCTURAL'o VERTICAL MULLION - Florida Flange. Step 1. Caulk inside mull as shown to seal frame jambs. Step 2. Place windows and mullions together as shown below. 740/744 Step 3. Using the pre —punched installation holes in window jambs as a drill guide, drill 1/8" holes into mullions. To avoid jamb distortion, do not overtighten screws. Step 5. Caulk any voids to prevent any leakage. Step 6. Before lifting into rough opening, drill two holes in each clip and insert into each end of mull as shown below with tab pointing to inside. Fasten each clip tab to construction with two #10 x 1 1/2" screws for structural integrity. Note: Each mull adds 1/8". Exterior # 8 X 3/4" l/e ur-1I vC 11VL.LJ HOLES 3/16" Clearance Holes (Field Drilled) u/ C, .00 • J J D NOTE: SEE REVERSE ME' FOR FASTENING REQUIREM.ENT.S: • ; MULLION - Florida Flange' 9 H83 °STRUCTURAL' HORIZONTAL Series NOTES: It you are stacking a single unit over another single unit, such as a roundhead over a single hung, the Series V83 Mull Kit (which is the vertical mull normally used to twin units) is sufficient and can be used horizontally. Specify length when ordering. Overall length of horizontal mull is to be the some length as the overall flange to flange width of the mulled units below, including the vertical mull. EXAMPLE: For twin "Two Wide", Mull will be 37" + 1/8" + 37" = 74 1/8" Step 1. On lower units, follow twinning instructions shown on sheet # MULLV83A. Stop 2. Position horizontal mull on top of twinned units as shown below. With 1/8" drill, drill up through pre —punched holes in the single hung heads into the mull. Before attaching with #8 x 3/4" screws (not included), run a full length bead of caulk in area shown. Step 3. Position top unit on top of mull and drill 1/8" holes, in position shown, on same centers as lower unit. With 3/16" drill, re —drill holes in sill only and fasten with screws. Stop 4. For fastening the vertical mull to the horizontal mull, "face screws" can be added to the 1/2" tab on the vertical mull. Use 1/8" drill bit as described above. For best appearance, countersink the holes and use flathead screws. Stop S. Before lifting into rough opening, Drill two holes in each clip and insert into each end of mull as shown below with tabs pointing to up and down. Fasten each clip tab to construction with two #10 x 1 1/2" screws for structural integrity. CAULK FACE SCREW Series V83 -- VERTICAL MULL 3'is' CLEARANCE HOLES IN SILL (DRILLED) DRIVE HOLES (DRILLED) . Sect5765 (reference) Ye" DRIVE HOLES (DRILLED) PRE —PUNCHED HOLES IN SINGLE HUNG HEADS (740/MJ4 .3/16" Clearance Holes (Field Drilled) NOTE: SEE REVERSE SIDE FOR FASTENING REQUIREMENTS Q 00 I J J D 2 BB740SP WINDOW OVER SERIES 7401744 SINGLE HUNG FRAME SILL 1 /4" #8-32 MACH. SCREW (99-08-165) FIELD DRILL 1 /4" DIA SERIES 740/744 SINGLE HUNG FRAME HEAD #8-32 NUTSERT (99-08-800) #8-32 X 1 3/4" FLAT HEAD MACHINE SCREW (99-08-165) #8-32 NUTSERT (99-08-800) 6 PER PACK 6 PER PACK SCORE AND REMOVE FIN -� 1). SCORE SINGLE HUNG FRAME HEAD NAIL FIN AT BASE WITH KNIFE AND REMOVE FIN FLUSH. 2). LOCATE SPECIALTY WINDOW ON TOP OF SINGLE HUNG (CENTERED). 3). USING PRE -PUNCHED HOLES PROVIDED IN SPECIALTY WINDOW FRAME SILL AS GUIDE, MARK AND DRILL 1/4" DIA HOLES IN .SINGLE HUNG HEAp� 4). ATTACH USING #8-32 FLATHEAD MACHINE SCREWS PROVIDED (SEE ABOVE). APPROX. 1 PER FOOT. IF DESIRED BREAK OFF EXCESS #8-32 MACHINE SCREW. 5). INSTALL COMBINED UNITS AS ONE COMPLETE WINDOW. NO TES.• • REMOVE NAILING FIN BY SLIDING IT OUT THE END OF THE 05X WINDOW FRAME SILL. • TO CALCULATE OVERALL STACKED HEIGHT - ADD TTT HEIGHT OF SINGLE HUNG TO TTT HEIGHT OF 05X WINDOW AND SUBTRACT 1/4": • THE TTT HEIGHT IS THE CALL SIZE (NOMINAL SIZE) MINUS 112". • USE THE J8-.32 MACHINE SCREWS AND NUTSERTS IN SCREW PACK. SIMPLY DISCARD.... THE ADDITIONAL SCREWS FROM PACK. INS0053A 1/1/94 1 x Wood Buck Window Frame °. YAle t F a`stdf erl must pdhdtraIte-,,-,woo'd u�td• B1 ,'r (substrate bucl a t tt le:ast1. �! r�`W1 'his 1<<tem1 se ,.This-,-, t ��-location Concrete Block n eEM wlawl ICLAMM I2x6Iiwcd 145 I<'xt �i■ PATIO 112.E lwcd 160 GREAT W 7 ^ "a" vaaur M plm- jj12x6 1 v.•cd 160 7' WDRI 10r6 1+cd IKI®w r 60—arrraau4� -- 6" i10 6"1 4" 104 I•xcd .10xi0 rag 6 �8 rag 1 16• _ J g- 0 x10 1 1Ot gP 1Or6 Iwcd H EIL 65 14x8llwcd BEM 42\42 A/C SLAB n BY BLDR MIN 2' FROM WALL O �. 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