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148 Lakeside Cir 07-1371 CO
a 1 _ An a PERMIT ADDRESS CONTRAC' ADDRESS 3 2.'1 V 2 PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # 01..I 1, I -DATE PERMIT DESCRIPTION IFEEc,7 M S PERMIT VALUATION-# SQUARE FOOTAGE 1 Y d d M m C4 coo li a CITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning 8/31/07 11.20.30.5KB-0000-0230 148 LAKESIDE CIR SANFORD FL 32773 HIDDEN LAKE PHASE 3 UNIT 7 LOT 23 HIDDEN LAKE PH 3 UNIT 7 PB 38 PGS 79 & 80 PUD Owner . . . . . . . . . Sikora, Kathleen M Contractor . . . . . . CLAIR GROUP DESIGNS INC 407 359-1955 Application number 07-00001371 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . . . TYPE VB Occupancy type . . . . SINGLE FAMILY Flood Zone . . . . . . NONE Approved . . . . . . ./� �—Building Officia C VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2004 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. BOUNDARY AND MAPPING ASSOCIA` E:s, INC. August 30, 2007 City of Sanford Building Division PO BOX 1788 Sanford FL 32772-1788 RE: LOT 23, 148 Lakeside Circle Dear Building Officials, LAND SURVEYORS (407) 696-1155 Fax (407) 696-1156 109 W. Orange St. Altamonte Springs, FL 32714 The finish floor elevation of the structure located at 148 Lakeside Circle, Sanford FL, Lot 23, Hidden Lake, Phase III -Unit VI, PB 38, PGS. 79-80. Meets or exceeds the requirements set forth in the City of Sanford Code, Chapter 18, sections 18-4-(a), (formerly section 6-7 finish floor elevations). Sincerely, odney W. Jackson, PLS NOTES 1. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THIS SURVEYOR. THERE MAY LAND Boundary SURVEYORS BE OTHER RESTRICTIONS OR UNRECORDED EASEMENTS THAT AFFECT THIS PROPERTY. And LB 4565 2, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED Mapping UPON BY ANY OTHER ENTITY. Associates, Inc. 4. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES 5. BEARINGS ARE BASED ON RECORD PLAT DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB). 6. BUILDING SITE LOCATED IN ZONE " X " PER F.I.R.M. COMMUNITY PANEL NO. 120294 0045 E DATED 04-17-95. 7. NO EASEMENTS PROVIDED TO THIS SURVEYOR. 109 WEST ORANGE STREET ALTAMONTE SPRINGS, FL. 32714 PH. (407) 696-1155 NOTE: +43.5 DENOTES SPOT ELEVATION REFERENCED TO SEMINOLE COUNTY BM # 5126701 (NGVD'29). SETBACKS PER PLAT: FRONT: 20' REAR: 20' SIDE: 5' 111-11011 REC RB I.C. REC RB \ PLS 3382 43 3+ N 7130 ...0000000. 3y,50„� o 0 v �ee) s0 00, rl-,?Acr.,If REC RB \ PLS 3382 44,,L1 + �] _. �•.�,- CSC SCALE 1" = 20' DESCRIPTION: LOT 23, HIDDEN LAKE PHASE III - UNIT VI, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 38, PAGE(S) 79 & 80, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. NOTE. Ro YEgR PtO (BgsF too EqR�� S' 1SjEVAT/pN pRLfNF+1 REC RB _ PLS 3382 +43 8\ P.C. CERTIFIED TO: KATHLEEN SIKORA FIRST SOUTHWESTERN TITLE PEOPLES FIRST COMMUNITY BANK CLAIR GROUP DESIGNS, INC. FIRST AMERICAN TITLE INSURANCE COMPANY REVISED 05-02-07: SHOW "ADDITION" UPDATED FINAL SURVEY: 07-19-07 LEGEND v v o Not valid without the signature and the REC. - RECOVERED v v v v CONCRETE original raised seal of a Florida icensed JOB NO.: 07-047 I.P.-1RONPIPE irf��.���i� I.C. - ILLEGIBLE CAP # PRC- POINT OF REVERSE CURVE surverand mapper. Additions and DATE: C.M. - CONCRETE MONUMENT R.P. - RADIUS POINT deletions to survey maps or reports by RB - REBAR R - RADIUS other than the signing or parties is = p / FIELD: 01-09-07 9 9 Ply P � C t No. 623f Z RAD. - RADIAL L - LENGTH OF ARC prohibited without written consent of the n N.R. - NOT RADIAL CA - CENTRAL ANGLE signing a or parties. v SIGNED: 01-10-07 Nil) - NAIL&DISC U.E. UTILITY EASEMENT gP P DRAWN BY: BLS (P) - PER PLAT D.E- DRAINAGE EASEMENT l S"1't�'1'lri-,,. C� (M) - AS MEASURED L.E.- LANDSCAPE EASEMENT a (D) - PER DESCRIPTION P.E: POOL EQUIPMENT �,/P ��pFAQR>:��\\ P.C.: S.J. P.C.-POILINE NTOFCURVATURE XP-CHAINPOWERLINKLFENCE RODN .JACM6281 ��S�� P.T. - POINT OF TANGENCY -0- WOODEN FENCE `r. U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-OWB Federal Emergency Management Agency i Exaires February 28.2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Comoanv Use: Al. Building Owner's Name A2. Bulding Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 148 LAKESIDE CIRCLE City SANFORD State FL ZIP Code 32773 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 23, HIDDEN LAKE PHASE III, P.B. 38 PG. 79-80, SEMINOLE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/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) sq ft a) Square footage of attached garage 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 walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number 62. County Name B3. State CITY OF SANFORD 120294 SEMINOLE FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117CO045 E 04-17-95 04-17-95 ,X & AE 44.0 F0 u. 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) Bl 1. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ 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 Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized SEMINOLE COUNTY DATUM Vertical Datum NGVD '29 Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 46.00 ® feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) 45.49 ® feet ❑ meters (Puerto Rico only) 4¢.2 ® feet ❑ meters (Puerto Rico only) 45.0 ® feet ❑ meters (Puerto Rico only) 45.4 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. -1 certify that the information on this Certificate represents my best efforts to interpret the data available. I 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 JIMMY W. JACKSON License Number PLS 4243 Title PRESIDENT Company Name BOUNDARY AND MAPPING ASSOCIATES, INC. Address 109 WEST ORANGE ST flEET City ALTAMONTE SPRINGS State FL ZIP Code 32714 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 148 LAKESIDE CIRCLE City CASSELBERRY State FL ZIP Code 32773 Company NAIC Number 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. omments LOWEST MACHINERY 15 AIR CONDITIONER PAD -"""""-" -- - - - - - s Sig ure Date 08-29-07 ❑ Check here if attachments TION - BUI DI G ELEV ION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-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 page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the 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 ❑ 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? ❑ 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 ---- 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 F 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 El meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum weal vnwlai s rvarne Title Community Name Telephone 0II,I1CALUM Date III I ICI RZ, n Check here if attachments CI UY OF'SANFORD PERMIT APPLICATION Permit # : Q Date: fob Nddre a:' Desct iption of Work: r`} (t �j to O V A- C ,jG .C4 '0 To at Square Footage Historic District: Zoning: _ Value of Work: S �; •W J� 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 X (Duct Layout & Energy Catc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair -Residential or Commercial Dccupancy Type: Residential _ X Commercial industrial Construction Type: it of Stories: # of Dwelling Units: Flood Zone: (FEhtA form required) owners Name & Address: Phone: contractor Name &Address: D.EL-AIR HEATING & AIR LUINU. State (,iccnsc Number: _Robert 0. D2i10 RI.1SSf% 'hone & Far: 3ouding Company: \ddress: "ortgage Lender. . \ddress: \rchitcct/Engineer: \ddress: Person: Phone: Fax: ) Je446 yD--1. G':156-3DcDq \pptication 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 ssuance of a permit and that all worts will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate rermit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR CONDITIONERS, etc. )WNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating onstruction and zoning, WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING WICE FOR IMPROVEMENTS TO YOUR PROPERTY_ IF YOU INTEND TO OBTAIN FINANCING, C LT III YOUR LENDER OR AN \TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. r' / / 4OTiCE: [a addition to the requirements of this permit, there may be additional restrictions applicable to this his county, and these may be additional permits required from other governmental entities such as water map \cceptance of pemrit is verification that I will notify the owner of the property of the Signature o£Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID d'PROVALS: ZONING: pecial Conditions: ev 03/2006 e+ . tJTIL: FD: of Abe found in thVpublic records of state agencm of federal agencies. 713_ $ign r orfCZtor/Agent Date T G. DELLO RUSSO tint ontractor/Agent's Name Signature of Notary -State of Florida Date Contractor/A g ent i PersonallY Known to Me or Produced ID ENG: BLDG: MIRINDA C. TURNER =' , MY COMMISSION # DD 667937 EXPIRES: June 14, 2011 Bonded Thru Notary Public Underwriters jmwn_� Ul'--k- CITY OF SANFORD PERMIT APPLICATION Application #: Job Address: �-� Q �,6, VR1 4'e C C G' e Parcel [D: Description of Work: VL WVN i) \'R ....................................... Permit Type: Building ❑ Electrical ❑ Zoning: Submittal Date: Value of Work: S t f Historic District: ►�F�► �Square Footage: ............................................................................... Mechanical ❑ Plumbing IBC Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Change of Service ❑ Temporary Pole ❑ New ❑ (Duct Layout & Energy Cale. Required) # of Gas Lines Plumbing Repair - Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) •Property Owner.. .... � .r.. . � .� � ....................Contractor: ..................Contractor:.. . ;. ^ ............ �.........�..>ti P� Address: Address: Phone: E-mail: Phone: T lk-'Iqk`State License Number: `K (ACODA Bonding Company: Address: Arch itect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBMG, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property, oft requirem is of Florida Lien Law, FS 713 Signature of Owner/Agent Date Signature of Contractor/A ent Date �v, Print Owner/Agent's Name Print Contractor/Agent's Name Q ti � 0 Signature of Not State of Florida Date S ature µ171 to Stat o r d Date g ©4 .. ,ry J1 . JOHNSON * MY COMMISSION # DD 285622 EXPIRES: March 23, 2008 Pf9TFoc F` �P�OP Bonded Thru Budget Notary Services Owner/Agent is _ Produced ID APPROVALS: ZONING: Personally Known to Me or UTI1_,: FD: Contractor/Agent is Pe sonally Known to Me or ---Froduced ID ENG: BLDG: Special Conditions: Rev 07.07 CITY OF SANFORD PERMIT APPLICATION Application # : V— 13-1' Job Address: 1 y8 Ga kesi'de_ Ciro e_ ParcelID.: ��'-20-30-rkd -noon- 0,�30 Zoning: Description of Work: Jew e1ed"C.1 4, sFK Submittal Date: I/( Id00-7 Value of Work: $ 7, O VU Historic District: Square Footage: ........................................................................................................................ Permit Type: Building ❑ Electrical J$ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS v100 . 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 0 Commercial ❑ Occupancy Type: Residential In Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) ....................../.................................................................................................. Property Owner: xai ke, 0A., Contractor: QC.Z44! el[LfriGa t Address: ' 7dol 0/4,4 ha, L,.Ae. Address: 3/a W I I t 4 Sfnth ,Sa,,4rd rt- 3a77t CA.,J.,r, .4 r-I, V77 6 Phone: E-mail: Phone: Y07-U6- I r State License Number: EL I ,300(3SU Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit most be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may b'c additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of lorida Lien Law FS 713. .2007 Signature of Owner/Agent Date ignature of C ntractor/Agent ate Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 UTIL: FD: Prii'` Contractor/Agen 's Name Signature of Notary -State of Florida Date �\\\\ 111111111111// j �x§ .sCoT �y/i rs Contractor/Agent i Pyta4;, oy+i�to or Produced 1 '-FS �•},4� -Q �•G—Y- „c i3 4 a 1 V PUBt1G\\'�\� N II111111111\ LIMITED POWER OF ATTORNEY ,2 Date: Zo s I hereby name and appoint ����'` !Je�� of L i ��� fiT to be my lawful attorney in fact to act for me and apply to .SeAuio�t 3141 for an (lCCl1ica permit for work to be performed at a location described as: p(�" T.O. #k -000v -own Section Township Range Lot Block Subdivision AIL L. k0) /9r la e,-.,icle (Address of Job S, �� /�G 3"P- � Auxleefl? lad 1 / 1441a kw lah (Owner of Property and Address) S, ro 4 � r �i 32? and to sign my name and do all things necessary to this appointment. sbEC)C- - F- .c\3 oo V3 s 0 (Printed name of Contractor and License Number) (Signature of Certified Contractor) STATE OF _ T i d1Q1 A -A COUNTY OF S9-M I N o CE The foregoing instrument was acknowledged this �_ day of Hf)-� 7 2 bU by —1A m 11F M l -S r- V who personally appeared before me and acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. XPersonally Known D Produced Identification Type pff Ideatificatio 4 ignature of Notary Public, State of Florida b'Nj9A' I , , l"I tom`+-:,a;<� Print or Type Name of Notary Public (SEAL) Notary Public State of FWAa Linda L Matheus +� e` My Commission D0370594 and Expires 1/18/2009 Page 1 of 1 °((7 2692q BLANTON, DEBORAH From: BLAKE, RICHARD Sent: Thursday, April 05, 2007 9:29 AM To: BLANTON, DEBORAH The permit for 148 Lakeside Drive needs to have the utility impact fees removed. There was an existing house that was demo and this was just discovered. Thanks 10 City Of Sanford Richard Blake Utility Engineer (407) 330-5609 4/5/2007 CITY OF SANFORD PERMIT APPLICATION ZOQ Permit # : ('f / l � / Date: 4a10-1 z 00 6 Job Address: %y/T Description of Work: �CnSFNc�W� dL Si^,t -i���9 /Gs� �e, T , SquareF ge oZ y6 e Historic District: Zoning: Permit Type: Building Electrical Value of Work: Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS P0, Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Resider ial 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 .Z Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential ✓ Commercial Industrial Construction Type: M # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Owners Name & Address: k-f4he,n t ko,-a l ql Akosr�C C'� TL 3.1-773 Phone: Contractor Name & Address: 0 GII 1;Kc AO.d,A QAggS- 0,4J0, Fe . ,l7Q State License Number: CRC- OS-767S Phone&Fax: 4407-3"-Jb1— 407-97/-?00y'�'XContactPerson: 0¢An11 clge% Phone: Bonding Company: Address: Mortgage Lender: Address: 19 'r Architect/Engineer: Address: 0( Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirement f Florida Lien Law, FS 713. illy /.? .7006 Signature of Owner/Agent Date ignaturee/ of Contractor/Agent Date dmfl- &r/ Print Owner/Agent's Name Print Contractor/Agent's Name L Signature of Notary -State of Florida Date Signature -oT Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONIN / XAUTIL: FD: Special Conditions: Rev 03/2006 Contractor/Agent is Personally K own to or 1 _Produced ID jr` .V / , 7�®-) ENG: BLDG: LMLITY !ND-$ SW-$ CT FEES LIMITED POWER OF ATTORNEY Date: /4 Jov I hereby name and appoint 4qre;+ &11 of C%ai b�a.1p to be my lawful attorney in fact to act for me and apply to C,h 0� ,C,4,4,V( for a jvildf err^l+ permit for work to be performed at a location described as: Al,,( ZOO /l-ao - 30-S'ks-0000 -oa3U Section Township Range Lot Block Subdivision 1 y� LAkGs,i. G% 4,4"t i )C(- 3,c (Address of Job) K tky Si ko,, / (j, z a kes,�t C � Sonfok� f FC XJ 77 3 (Owner of Property and Address) and to sign my name and do all things necessary to this appointment. Qenn,'s If C/ari 612f' 0$7675- (Printed n of Contractor and License Number) C. (Signature of e d Contractor STATE OF n t)j- i .11 COUNTY OF SQ(V� The foregoing instrument was acknowledged this i 1 111 day of �C 1 ()Ler 2-00 by who personally appeared before me and acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Personally Known 0 Produced Identification k'eof1dentificatioure of Notary Public, tat, of Florida �►��� Hashbus Print or Type Name of Notary Public (SEAL) so, W P& Notary Public State of Florida L Linda L Matheus f My Commission DD370594 '� or n° Expires 1 /18/2009 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 r PARCEL DETAIL DAVID JOHNSON, CFA, ASA PROPERTY APPRAISER ; - 1 .2.5 3d ry 5EM1t4GLE06'U ITYFL. ' Y, 322;21 al 1,0 19%fi9 1101E FIli3T ST b9 :S3 0 7. 17.0 SANFORD, FL32771-1468 407-665-7506 „y d0 81' �-.G� 64 17.A ;p SB F 16 ...Sr 5S F 2006 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 11-20-30-5KB-0000-0230 Depreciated Bldg Value: $124,228 Owner: SIKORA KATHLEEN M Depreciated EXFT Value: $2,514 Mailing Address: 148 LAKESIDE CIR Land Value (Market): $26,600 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 148 LAKESIDE CIR SANFORD 32773 Just/Market Value: $153,342 Subdivision Name: HIDDEN LAKE PH 3 UNIT 7 Assessed Value (SOH): $84,486 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00-HOMESTEAD Taxable Value: $59,486 Don 01-SINGLE FAMILY Tax Estimator 2006 Notice of Proposed Property Tax SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Value(without SOH): $1,884 WARRANTY DEED 02/1999 03603 0131 $87,000 Improved Yes 2005 Tax Bill Amount: $1,138 WARRANTY DEED 08/1989 02101 1839 $76,400 Improved Yes Save Our Homes (SOH) Savings: $746 WARRANTY DEED 11/1988 02016 1415 $140,400 Vacant No 2005 Taxable Value: $57,025 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LEG LOT 23 HIDDEN LAKE PH 3 UNIT 7 PB LOT 0 0 1.000 26,600.00 $26,600 38 PGS 79 & 80 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1989 6 1,277 1,783 1,277 SIDING AVG $124,228 $132,157 FAMILY Appendage / Sgft OPEN PORCH FINISHED / 66 Appendage / Sgft OPEN PORCH FINISHED / 12 Appendage / Sgft GARAGE FINISHED / 428 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1989 1 $%3 $1,500 ALUM SCREEN PORCH W/CONC FL 1994 264 $1,347 $2,244 ALUM PORCH W/GONG FL 1994 78 $304 $507 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://www.scpafl.org/pls/web/re web.seminoie county title?parcel=1120305KB0000023... 8/31/2006 ° 11111i1111N111N1111111111111111111iI11111Nilllillllllliil Permit Number Parcel [den tifica tlon Number 11-d0-3y-S-Kt3 -noon-ed3o MARYANNE MORSEL CLERK OF CIRCUIT COURT 5EMINOLE COUNTY Prepared by: ,�feQ:( BK 06522 Pg 12581 tlpg) ( �.Aas -L CLERK'S # 2006198654 �cr �R u� � C>tistca.iii Horrtes P.O, Box 622495 Oviedo, FL. 32.762 Return to: 407.15 1 q55 Gtzour� Oust®rri worries N0TC2?i&5Mffi EN - State of TI or t Cl c, Countyof RECORDED 12/18/2006 1212:0203 PM RECORDING FEES 10.00 RECORDED BY H Bailey CERTIFIED COPY MARYANNE MORSE CL R OF CIRCW _COURT/•'.;,- SE LE17NTY, F ORID/i 4 uTM %FP2006' y DEC 1 C The undersigned hereby gives notice that Improvement(s) 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 if available) 1 yl �aE.cs�ait C�� Ley /4 a3 d ddt.. 4rke 0N3 u,,F7 A,6 3r Preis 7q� 54��.rot Lc- 3a��3 • 2. General. description of Improvement(") 3. Owner Information Name K..,4IQe„ Si�Telephone Number Address l yt [,,h s YL , Fax Number SG,4.4 r=L 3-R773 Interest in Property: 4. Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address Fax Number 5. 1 Contractor Name Ciro- oe,,�-s L �, Address (3ot 60),ays Telephone Number 46-7-3sq-l9ss- �00. Fax Number 1107-911_40q. Ov(cJo r'C 3a763N 6. Surety (if any) Name Telephone Number Address Fax Number Amount of bond $ 7. Lender (if any) nn Name 1P 4 �sfi 4r%P%,#-Jy U4^ k � Telephone Number N07-P(�'-�007 Address 111 F- ,4/f&N*^fe. ja . Fax Number �41 tkr.o�,dc. Sp��s F� 3d7 0 8° Persons within the State of Florida designated byOwner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): / Date Signed Signature of Owner Note: per §713.13(1)(g), "owner must sign :-and no one else may be permitted to sign in his or her, stead.". Swom to and subscribe before . e this�� day of 20 0 ( by G� . who is ersonally known to me OR produced as identification. igna re of Notary (notarial seal to appear below) Form Revised: 12/00 for 19_ to 20_ :°Y 4^ Notary Public State of Florida Linda L Matheus P My Commission DD370594 '�OF Expire%-1/18/2009 CITY OF SANFORD BUILDING VALUATION WORK SHEET NEW ONE AND TWO FAMILY AND TOWNHOMES DATE APPLICATION NUMBER 01 o 117 PROJECT ADDRESS 04S sIAr. CA, BUILDER 6)rNVO cbv: MODEL BUILDING CODE OCCUPANCY USE GROUP R-3 BUILDING CODE CONSTRUCTION TYPE V-B SQUARE FOOTAGE OF AREAS: LIVING AREA 4 Z. X GARAGE Err X COVERED PATIO(S), -517 BVD 91.36 = ���®�• �� 35.55 = rJ 1 I110 S X 35.55 = 1 :1A 40t • 35 TOTAL ESTIMATED VALUATION COST PER SQUARE FOOT FOR VAULATION FROM THE MOST CURRENT BUILDING VAULATION DATA (BVD) AS PUBLISHED IN THE BUILDING SAFETY JOURNAL BY THE INTERNATIONAL CODE COUNCIL March 1, 2007 NOTES: 1. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THIS SURVEYOR, THERE MAY { BE OTHER RESTRICTIONS OR UNRECORDED EASEMENTS THAT AFFECT THIS PROPERTY. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. hr, 3. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED D 4. UPON BY ANY OTHER ENTITY. 4. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. 5. BEARINGS ARE BASED ON RECORD PLAT DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB). 6. BUILDING SITE LOCATED IN ZONE ' X ` PER F.I.R.M. COMMUNITY PANEL N0.120294 0045 E DATED 0417-95. NOTE: +43.5 DENOTES SPOT ELEVATION REFERENCED TO SEMINOLE COUNTY BM # 5126701 (NGVD '29). REC RB I.C. S SCALE In = 20' REC RB PLS 3382 43.3�+ 'NcrA. rA.. Boundary LAND And SURVEYORS �. I B 4Fi65 Mapping Associates, Inc. 109 WEST ORANGE STREET ALTAMONTE SPRINGS, FL. 32714 PH. (407) 69&1155 >. loo NS G000ZON *Pt R�AroP ( FR RECRB. NCO) ry PLS 3382 r43 8-- -- REC RB \ "704' PLS 3382 q I C'` h /\ • �lpE P.C. DESCRIPTION: LOT 23, HIDDEN LAKE PHASE III - UNIT VI, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 38, PAGE(S) 79 & 80, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. t CERTIFIED TO: KATHLEEN SIKORA FIRST SOUTWJESTERN TITLE PEOPLES FIRST COMMUNITY BANK CLAIR GROUP DESIGNS, INC. FIRST AMERICAN TITLE INSURANCE COMPANY JOB NO.: 07-047 REC. - RECOVERED LEGEND ° ° . CONCRETE ° ° ° ° Not veld Wait 81eand the I.P. - IRON PIPE wow rased eea of a Fbiidakwmd DATE: FIELD: 01-09-07 I.C. - RLEME CAP # PRC- POINT OF REVERSE CURVE C.M. - CONCRETE MONUMENT R.P. - RADIUS POINT R8 REBAR =w1cr and mapper. Addibm wW debbons ID gYygy maps or reports by R - RADIUS RAD. - RADIAL L �,a,D,� QWwT � or parties is SIGNED: 01-10-07 N.R. - NOT RADIAL CA _ CENTRAL �E Voltited YAW W#M Omsent of Do ma - W L t: DISC u.E- UT4RY EASEMENT (P) PER qm Ply or pies DRAWN BY: BLS P.C.: S.J. PLAT D.E.- DRAINAGE EASEMIENT NT (M) - AS MEASURED L.E- LANDSCAPE EQUIPMENT (D) PER DESCRIPTION P.E- POOL EQUIPMENT Ol -ONLINE P.P.- POWER POLE P.C. - POINT OF CURVATURE -X- - CWUN LINK FENCE P.T. - POINT OF TANGENCY -0- WOODEN FENCE ROD JACK PSM 8281 5F �� pa . STAIN IT 'L �','�ao�•'kRRIAR'o4.��� City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone: 407-330-5656 Fax: 407-328-3859 PLAN REVIEW RESPONSE Date: February 6, 2007 Contact Person: Dennis Clair Contact Phone Number: 407-359-1955 Contact Fax Number: 407-971-9008 Contact E-mail Address: Reference Number: Project Description: Rebuild of single family home Job Address: 148 Lakeside Cir. The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes must be submitted on the original submitted format. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. STRUCTURAL S-1 This building is to be of wood framed construction. The plans as submitted do not appear to demonstrate compliance with any of acceptable methods of FRC R301.2.1.1. Do to many of the wall lines not having qualifying shear wall panels a lateral analysis with a shear wall plan shall be provided. MECHANICAL M-1 This building has wood framed exterior walls. Revise the energy compliance statement and the heat loss calculations to reflect this. M-2 Mechanical appliances within the garage shall be protected from vehicle damage. FRC M1307.3.1 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Wayne Thorne at (407) 330-5686 or fax to (407) 328-3859. You may also contact me by E-mail at thornew@ci.sanford.fl.us. - 1 - F r � Z�� � City of Sanfor Building Division 6\410 �1 300 N. Park Ave Sanford, Florida 32771 Phone: 407-330-5656 Fax: 407-328-3859 PLAN REVIEW RESPONSE (Second Letter) Date: February 27, 2007 Contact Person: Dennis Clair Contact Phone Number: 407-359-1955 Contact Fax Number: 407-971-9008 Contact E-mail Address: Reference Number: Project Description: Rebuild of single family home Job Address: 148 Lakeside Cir. The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes must be submitted on the original submitted format. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. STRUCTURAL S-1 This building is to be of wood framed construction. The plans as submitted do not appear to demonstrate compliance with any of acceptable methods of FRC R301.2.1.1. Due to many of the wall lines not having qualifying shear wall panels a lateral analysis with a shear wall plan shall be provided. 2/27/07 Comment: The plans with the calculations submitted are deficient. Distribution of the forces from the roof diaphragm to the shear walls to the foundation was not demonstrated. There was no consideration for openings and actual wall line of the building. The information provided does not demonstrate compliance with FBC 2301.2. See also the specific requirements for shear walls in section 2305. I recommend that -the structural engineer call the office and arrange a meeting to go over the issues. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Wayne Thorne at (407) 330-5686 or fax to (407) 328-3859. You may also contact me by E-mail at thornew@ci.sanford.fl.us. - 1 - FORM 60OA-2004 EnergyGaugeO 4.21 FLORIDAENERGY EFFICI ` CY CODE F BUILDING C ST ' UCTI® Florida Department of Community ffairs Residential Whole Building Performa Ice Method A Project Name: SIKORARES Build r: CLAIR GR04P DESIGN Address: Per r fitting Office: c,,a+i Fo t- City, State: Per lit Number: C 3'(1 Owner: Juris i lction Number: L q I, 5o U Climate Zone: Central I 1. New construction or existing New _ 2. Single family or multi -family Single family - 3. Number of units, if multi -family 1 - 4. Number of Bedrooms 3 - 5. Is this a worst case? No - 6. Conditioned floor area (ft') 1342 ft' - 7. Glass type I and area: (Label reqd. by 13404.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a. (Sngle Default) 298.0 ft' - b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 298.0 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 209.0(p) ft - b. N/A - c. N/A - 9. Wall types a. Frame, Wood, Exterior R=11.0, 1074.0 ft' - b. Frame, Wood, Adjacent R=11.0, 262.0 ft' - c. N/A - d. N/A - e. N/A - 10. Ceiling types - a. Under Attic R=30.0, 1373.0 ft' b. Under Attic R=30.0, 210.0 ft' _ c. N/A - 11. Ducts - a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft b. N/A - 2. Cooling sUyste' Central nit b. c. N/A 13. Heating syst a. Electric Heat p b. N/A c. N/A 14. Hot water systems a. Electric Resist; ce b. N/A c. Conservation is edits (HR-Heat rec i ery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceili HF-Whol@ ho e'fan PT-ProgI1e MZ-C-Mu i e cooling, MZ-H-Multizgne heating) Glass/Floor Area: 0.22 Total as -built points: 18728 I PASS Total base points: 20351 I hereby certify that the plans and specifications covered by I Review of the r this calculation are in compliance with the Florida Energy specifications c Code. calculation indil PREPARED BY: at with the Florida DATE: o 0 o Before construe this building wil I hereby certify that this building, as designed, is in compliance wit compliance with the n a Energy Code. _ Florida Statute OWNER/AGE a BUILDING DATE: f2DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output EnergyGauge@ (Version: FLRCSB v4, ins and vered by this ites compliance Energy Code. on is completed De inspected for Section 553.908 pages 284. Cap: 35.5 kBtu/hr _ SEER:14.00 _ Cap: 35.5 kBtu/hr - HSPF:8.00 - Cap: 50.0 gallons - EF: 0.90 • FORM 60OA-2004 I EnergyGauge® 4.21 SUMMER C LCULA �ONS Residential Whole Building Performanc' Method A - Details ADDRESS: , , , f PERMIT #: BASE .I S-BUILT GLASS TYPES X Conditioned X BSPM = Points Ove ang .18 Floor Area Type/SC Ornt I.f Len Hgt Area X SPM X SOF = Points .18 1342.0 25.78 6227.4 Single, Clear SW 1.0 6.0 20.0 56.99 0.96 1097.2 Single, Clear SE 1.0 5.0 9.0 61.07 0.94 515.2 Single, Clear SE 1.0 6.0 20.0 61.07 0.96 1176.8 Single, Clear SE 1.0 5.0 16.0 61.07 0.94 915.8 Single, Clear E 1.0 6.0 11.0 63.97 0.97 681.7 Single, Clear NW 1.0 7.8 40.0 40.72 0.99 1613.4 Single, Clear NE 1.0 6.0 30.0 47.10 0.97 1372.0 Single, Clear N 1.0 6.0 11.0 30.19 0.97 323.6 Single, Clear NE 8.0 10.0 14.0 47.10 0.49 321.7 Single, Clear NE 8.0 11.0 40.0 47.10 0.50 943.3 Single, Clear NE 8.0 3.0 18.0 47.10 0.45 377.6 Single, Clear NE 1.0 6.0 30.0 47.10 0.97 1372.0 Single, Clear NW 1.0 4.0 9.0 40.72 0.92 338.5 Single, Clear NW 1.0 6.0 15.0 40.72 0.97 593.2 Single, Clear. SW 1.0 6.0 15.0 56.99 0.96 822.9 i As -Built Total: 298.0 12464.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Exterior 1074.0 1.90 2040.6 Frame, Wood, Exterior 11.0 1074.0 1.90 2040.6 Adjacent 262.0 0.70 183.4 Frame, Wood, Adjacent 11.0 262.0 0.70 183.4 Base Total: 1336.0 2224.0 As -Built Total: II 1336.0 2224.0 DOOR TYPES Area X BSPM = Points Type 1f Area . X SPM = Points Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Adjacent 18.0 1.60 28.8 Adjacent Wood it 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 I [Value Area X SPM X SCM = Points Under Attic 1373.0 2.13 2924.5 Under Attic 30.0 1373.0 2.13 X 1.00 2924.5 Under Attic 30.0 210.0 2.13 X 1.00 447.3 Base Total: 1373.0 2924.5 As -Built Total: 1583.0 3371.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 209.0(p) -31.8 -6646.2 Slab -On -Grade Edge Insulation 0.0 209.0(p -31.90 -6667.1 Raised 0.0 0.00 0.0 j Base Total: -6646.2 As -Built Total: 209.0 -6667.1 EnergyGauge® DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v41 j •1 II • FORM 60OA-2004 EnergyGauge® 4.21 SUMMER CALCULA IONS 4 Residential Whole Building Performanc Method A - Details ADDRESS: , , , PERMIT #: BASE S-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 1342.0 14.31 19204.0 I 1342.0 14.31 19204.0 Summer Base Points: 24058.5 Summer As -Built Poinl I : 30736.7 Total Summer X System = Cooling Total X Cap X L uct X System X Credit = Cooling Points Multiplier Points Component Ratio Mtli tiplier Multiplier Multiplier Points (System - Points) (DM x D • M x AHU) (sys 1: Central Unit 35500 btuh ,SEE FF(14.0) Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 30737 1.00 (1.09 x 150 x0.85) 0.244 0.950 7601.5 24058.5 0.4266 10263.4 30736.7 1.00 1069 0.244 0.950 7601.5 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB FORM 60OA-2004 EnergyGauge® 4.21 ENTER CAL,CUL.AT ONS Residential Whole Building Performanc; Method A - Details ADDRESS: , , , III PERMIT #: BASE I S-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Ov ang Floor Area Type/SC Ornt en Hgt Area X WPM X WOF = Point .18 1342.0 5.86 1415.5 Single, Clear SW 1.0 6.0 20.0 11.59 1.01 234.3 Single, Clear SE 1.0 5.0 9.0 10.59 1.03 98.3 Single, Clear SE 1.0 6.0 20.0 10.59 1.02 216A Single, Clear SE 1.0 5.0 16.0 10.59 1.03 174.8 Single, Clear E 1.0 6.0 11.0 12.37 1.01 137.3 Single, Clear NW 1.0 7.8 40.0 14.97 1.00 598.1 Single, Clear NE 1 1.0 6.0 30.0 14.70 1.00 441.3 Single, Clear N 1.0 6.0 11.0 15.07 1.00 165.4 Single, Clear NE 8.0 10.0 14.0 14.70 1.00 206.0 Single, Clear NE 8.0 11.0 40.0 14.70 1.00 588.5 Single, Clear NE 8.0 3.0 18.0 14.70 1.00 264.7 Single, Clear NE j 1.0 6.0 30.0 14.70 1.00 441.3 Single, Clear NW 1.0 4.0 9.0 14.97 1.00 134.4 Single, Clear NW 1.0 6.0 15.0 14.97 1.00 224.2 Single, Clear SW 1.0 6.0 15.0 11.59 1.01 175.7 As -Built Total: 298.0 4100.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Exterior 1074.0 2.00 2148.0 Frame, Wood, Exterior 11.0 1074.0 2.00 2148.0 Adjacent 262.0 1.80 471.6 Frame, Wood, Adjacent 11.0 262.0 1.80 471.6 Base Total: 1336.0 2619.6 As -Built Total: 1336.0 2619.6 DOOR TYPES Area X BWPM = Points Type Area X WPM Points Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: I 38.0 208.2 CEILING TYPESArea X BWPM Points Type R slue Area X WPM X WCM = Points Under Attic 1373.0 0.64 878.7 Under Attic i 30.0 1373.0 0.64 X 1.00 878.7 Under Attic 30.0 210.0 0.64 X 1.00 134.4 Base Total: 1373.0 878.7 As -Built Total: 1583.0 1013.1 FLOOR TYPES Area X BWPM = Points Type R-Value i Area X WPM = Points Slab 209.0(p) -1.9 -397.1 Slab -On -Grade Edge Insulation 0.0 209.0(p 2.50 522.5 Raised 0.0 .0.00 0.0 i Base Total: -397.1 As -Built Total: 209.0 522.5 EnergyGauge® DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.1 1 III l� Ij FORM 60OA-2004 EnergyGauge@ 4.21 WINTER CALL LATE ONS Residential Whole Building Performanc, Method A - Details ADDRESS: , , , III PERMIT #: BASE I i S-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 1342.0 -0.28 -375.8 1342.0 -0.28 -375.8 Winter Base Points: 4315.0 Winter As -Built Points:1 8088.3 Total Winter X System = Heating Total X Cap X EE uct X System X Credit = Heating Points Multiplier Points Component Ratio Mtl tiplier Multiplier Multiplier Points (System - Points) (DM x D M x AHU) (sys 1: Electric Heat Pump 35500 uh ,EFF(8.0)Duc1s:Unc(S),Unc(R),lnt(AH),R6.0 8088.3 1.000 (1.078 z .160 x0.87) 0.427 0.950 3582.7 4315.0 0.6274 2707.2 8088.3 1.00 i� 93 0.427 0.950 3582.7 EntrgyGaug04 DCA Form 60OA-2004 Energy6auge6lFlaBE§'?Q94 FLRCSs FORM 60OA-2004 EnergyGauge® 4.21 ATER HEATING & CODE C®M L.IANCE STATUS Residential Whole Building Performanc; , Method A - Details I ADDRESS: , , , III PERMIT #: , I BASE II S-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of i 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: 7544.0 CODE COMPLIANCES IATUS I BASE ( AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points I Points Points Points 10263 2707 7380 20351 7602 3583 7544 18728 fi �04 ZSE�STgT 0 EnergyGaugeTl DCA Form 60OA-2004 EnergyGauge®/RaRES'2004 FLRCSB T FORM 60OA-2004 EnergyGauge® 4.21 Code Compliance Ch �cklist Residential Whole Building Performanc . Method A - Details ADDRESS:. , , I PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area:.5 cfm/ ..ft. door area. Exterior & Adjacent Walls 606A.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints be een exterior wall panels at corners; utility penetrations; between wall panels & top/boy i m plates; between walls and floor. . EXCEPTION: Frame walls where a continuo is infiltration barrier is installed that extends from and is sealed to the foundation to the late. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless cked by truss or joint members. EXCEPTION: Frame floors where a continu us infiltration barrier is installed that is sealed to the erimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ce ing plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to contin a us air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings iere a continuous infiltration barrier is installed that is sealed at the erimeter, at oo netrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; r Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from in lation; 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 betwe n floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; mbustion space heaters comply with NFPA, i I ave combustion air. I CA 9�f ATL.I=0 15 oft `b1OT1\/C RAGA CI i0ce /... —# {ten w�e�4 ear nvrnndnri1 i, v �11 rocirinnr-oa 1 COMPONENTS SECTION REQUIREMENTS I CHECK Water Heaters 612.1 Comply with efficiency requirements in Tabl 612.1.ABC.3.2. Switch or clearly marked circuit breaker electric or cutoff as must be orol ided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (ex Apt solar heated). Non-commercial pools must have a pump timer. Gas spa & pool he 3' ters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no moreAth"n 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment anc plenum chambers shall be mechanically attached, sealed, insulated, and installed i i ccordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. ins�l tion. HVAC Controls 607.1 A Separate readily accessible manual or auto I r I patic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame i 11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaR.ES'2004 FLRCSB -VIVENERGY PERFORMANCE, ` a,fi =� ti DISPLAY CAR EVEL (EPL) ESTIMATED ENERGY PERFORMANCE The higher the score, the more efficient th f I 1. New construction or existing New _ 12. Cooling syste CORE* = 85.4 home. 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? No _ 6. Conditioned floor area (ft2) 1342 ft' _ c. N/A 7. Glass type I and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating syste n (or Single or Double DEFAULT) 7a.(Sngle Default) 298.0 ft' _ a. Electric Heat mp b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 298.0 ft' - b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 209.0(p) ft _ c. N/A b. N/A _ c. N/A _ 14. Hot water syst s 9. Wall types a. Electric Resis t Cce a. Frame, Wood, Exterior R=11.0, 1074.0 ft' _ b. Frame, Wood, Adjacent R=11.0, 262.0 ft' _ b. N/A c. N/A d. N/A _ _ c. Conservation i t edits e. N/A _ (HR-Heat reco 7ery, Solar 10. Ceiling types DHP-De.dicat(�d heat pump) a. Under Attic R=30.0, 1373.0 ft' _ 15. HVAC credits b. Under Attic R=30.0, 210.0 W (CF-Ceiling fait, CV -Cross ventilation, c. N/A _ HF-Whole hotlise fan, 1 I . Ducts _ PT-Programto � ble Thermostat, a. Sup: Unc. Ret: Une. AH(Sealed):Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multii one cooling, one b. N/A. _ MZ-H-Multiz heating) I certify that this home has complied with the Florida Energy Efficiency Code For Construction through the above energy saving features which will be installed (or in this home before f 1 inspection. Otherwise, a new EPL Display Card will be c based on installed ode ompliant features. Builder Signatur : Date: OZ - _3- Address of New Home:Caizet City/FL Zip: *NOTE: The home's estimated energy performance score is only available throng) This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a U,1 your home may qualify for energy efficiency mortgage (EEM) incentives if you obi Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web _00-ormation and a list of certified Raters. For information about Florida's Energy Construction, contact the Department of Community Affiairs at 8501487-1824. I Predominant glass type. For actual glass type and areas, see Summer & Winter Glass ouon pales EnergyGauge® (Version: i L Jt3 v4 Cap: 35.5 kBtu/hr _ SEER:14.00 _ Cap: 35.5 kBtu/hr _ HSPF: 8.00 Cap: 50.0 gallons - EF: 0.90 _ FLARES computer program. 'ADOE EnergyStar7mdesignation), a Florida Energy Gauge Rating. at www.fsec.ucfedu for ciency Code For Building PT, _ 1 Duct System Summary Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: SIKORA RES 9/21/06 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phi ne: (407) 831-2665 �P. ry "1i t ,9h"'' f ! '.. YES"" �d , ' �. F� 1'j�..." • ,r� �I ti ih 4"Kp w�j"IV ",�� AkP r�lll� r, .� Yµ �.�j�� I+ For. CLAJR GROUP DESIGN k External static pressure ngg 0.37 in HeatiH2O.` ng 0.37 in CooliH2O Pressure losses r 0.06 n H2Oe 0.06 in H2O Available static pressure 0.31 e,H2O 0.31 in H2O Supply / return available pressure 0.16 / 0.16 n. H2O 0.16 / 0.16 in HZO Lowest friction rate 0.705 611, 00ft 0.705 in/100ft Actual air flow ry, Z 1200 G 1200 cfm Total effective length (TEL) Y 44 ft I�ne Design (Btuh) Htg (cfm) CClg (Cfm) Design FIR Darn. (I 4 Red Size (in) Duct Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk RM#3 h 3765 132 86 2214 6 . Ox 0 VIFx 14.0 0.0 BTH#2 h 1138 40 32, 3.100 4 ' Ox0 VIFx 10.0 0.0 RM#2 . h 2085 73 69 2.583 5 Ox 0 VIFx 12.0 0.0 MASTER BTH/WIC h 2118 I 74 - 64. - 0.969 5 NO VIFx 32.0 I 0.0 I 1 MASTER RM-A h 4426 155 135► 0.721 7 OX0 MFX 43.0 0.0 1 MASTER RM h 4426I 155 135 0.861 7 Ox0 VIFx 36.0 0.0 1 LIV/FOYER-A c 3990 14 183 1.107 7 OXO MFX 28.0 0.0 I1 LIV/FOYER C 3990 148 183 3.444 7 Ox0 VIFx 9.0 0.0 DIN h 3795.I 133 113 0.705 6 Ox 0 VIFx 44.0 0.0 1 KIT/NOOK I c 4368 141 201 I 1.409 8 I Ox 0 VIFx 22.0 0.0 S4; p�1 V r�unk Detail Nbl 4 b Ta e N me Trunk Type Htg (cfm) Clg (Cfm) Design FIR Veloc (fpm) Diam (in) Red Dud Size (in) Duct Material Trunk 1 Peak AVF 666 630 0.705 623 14 0 x 0 VlnlFlx PLANS A � fi•� i, �rl ; wroghtsoft Right -Suite Residential 5.5.17 RSR26014 2006-Sep-22 09:02:49 ACCK E:\Files\CLAIRGROUP\SIKORARES\SIKORARES.rsr Page 1 i DUCT TREE' DRGRAM Entire House K ; ." DEL AIR HEA !ING,AIR CONDITIONING,R Job: SIKORA RES 9121/06 109 COMMERCE STREET, LAKE MARY, FL 32746-6206fPhone: (407) 831-2665 S'}°J .,.}y ^i jfm`;y �� PJ, Pt�p'� k'��y' $"�'iys � pt= ��,}�;r�n:i; Eit1 �y�-:p • • • �� �Y.�. b w' h Tv G` � ��7 i�ip � hu �.,,{, �S'44',; l For. CLAIR GROUP DESIGN 'a. HEQNon coocwm Exterrd Static pressure: 0.3 0 0.37 in Pressure bssess: 0.06 iri H2O 0.06 in H2O Available Static Pressure: 0.31 in H2O 0.31 in H2O m available pressure 0.16 / 0.16 inH20, 0.16 / 0.16 in H2O LacwebAfdf tlon rate 0.705 iN100ft 0.705 in/100ft Actual air flow 1200 Vcfm 1200 cfm Total fire ( ): �. 44 ft Attn: lines indicate branches and trunks, numbers indicate AVF's ; r SUPPLY TRUNKS AND BR*NCHES - SCHEMATIC TREE DOGRAM •. MASTER RA —134. MASTER RM —134. LNIFOYER 183. DW —112. RM —85. BTHt12 —32. FRAW —68. LIV/FOYER —183. WAg00K —200. < —NOTR UW < —N O TF;LW < —NO TFM <—NOTRUNK . <—NOTFUW i wraghtsofit Right -Suite Residential 5.5.17 RSR26014 2006-Sep-22 09:02:49 ACCP E:\Files\CLAIRGROUP\SIKORARES\SIKORARES.rsr Page 1 r- RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATkNG,AIR CONDITIONING,R Job: SIKORA RES 9/21/06 � 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 10984 ft3 x 0.0167 = 183 cfm 2. Winter infiltration load 1.1 x 183 cfm x 32 °F WiinterTD = 6444 Btuh 3. Winter inftt ation HTM 6444 Btuh / 336 ;a ft2 Total window = 19.2 Btuh/it2 „r and door area ?rocedure B - Summer Infilttation HTM Calculation 1. Summer infiltration AVF 0.50 ach x 10984 ft3 x 0.0167 = 92 cfm r 2. Summer infiltration load 1.1 x 92 cfm x 18 °F SurnmerlD = 1812 Btuh 3. Summer infiltration HTM 1812 Btuh / 336 ftZ Total window = 5.4 Btuh/ft2 and door area Procedure C Latent Infiltration Gain 0.68 x 43 gr4b moist.diff. x 92 cfm = 2699 Btuh rroceaure u - tcluipment Sizing I_oaas 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F S tWTD = 990 Btuh . Sensible load for structure (Line 19) + 26131 Btuh Sum of ventilation and structure loads = 27121 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 26578 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 grub r*oist.Gliff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 2699 Btuh Equipment sizing bad - latent = 5324 Btuh Construction Quality is: a No. of Fireplaces is: 0 i. Bold/italic values have been: manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. WrIgi tSC)ft Right -Suite Residential 5.5.17 RSR26014 2006-Sep-22 09:02:34 ACGN E:\Files\CLAIRGROUP\SIKORARES\SIKORARES.rsr Page 1 1 r� i PROJECT SUMMARY "k r" Entire House DEL AIR HEATING,A,R CONDITIONINUR 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone.`(4 ) 831-2665 Notes: Job: SIKORA RES 9/21/06 Weather: Orlando AP, Winter Design Conditions Summer Design Conditions Outside db x 36' °F r- Outside"db 93 °F Inside db 70 °F ' Inside db 75 °F Design TD 32 °F., D.esgn TD 18 °F Daily range F3elative M :.: hur�lidily 50 '1°° ffjpjtlre difference 43 grub Heating Summary Y S:ensihje Cooling Equipment Load Sizing Building heat loss 34215 Btuh Structure' o 26131 Btuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat load 34215. Btuh se mfg. data n te/swing multiplier 0.98 Infiltration ,lv tal sens. equip. load 26578 Btuh Method Simpffied Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1150 Btuh Ventilation 1474 Btuh Area Heat' Coolingg Infiltration 2699 Btuh (ftz) 1% 1342 Total latent equip. load 5324 Btuh Volume (fN) 10984 10984 Air cha s(thour Equiv. A(cfm) 1.00 0.50 183 92 Total equipment bad Req. 31902 Btuh total capacity at 0.80 SHR 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRADE Trade Trade Model Cond Cod Efficiency Heating input 7.7HSPF ( Efficiency Sensible cooling 13EER 28400 Btuh Heating output " pBtuh @ 47°F Latent cooling 7100 Btuh' Temperature rise 0 °F Total Cooling 35500 Btuh Actual airflow 12p..� cfm Actual airflow 1200 cfm Air flow factor O.g3�iy' d /Btuh . Air flow factor 0.046 cfmBtuh Static pressure Space thermostat Qk b.H2O Static pressure Load sensible heat ratio 0.37 in H2O 84 % Bold/itaJyalues have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed wF1(jhtsoft- Right -Suite Residential 5.5.17 RSR26014 2006-Sep-22 09:02:34 ACCK E:\Files\CLAIRGROUP\SIKORARES\SIKORARES.rsrl ' Page 1 y =f 1 RIGHT-J WINDOW DATA ` DEL AIR HEATING,AIR CONDITIONING,R Job: SIKORA RES 9121/06 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 S W S D W G L S S .0 N A' • 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 RM#3 s a n SW a c n 0 d, 1 1 90 1.0 1.0 1.0 5.0 47.4 20.0 2.5 BTH#2 a n SE a c n 0 d,; 1 1 90 '+ 1.0 1.0 1.0 4.0 47.4 9.0 1.4 RM#2 a n SE a c n 0 d 1 1 90 4.0 1.0 1.0 5.0 47.4 20.0 2.5 MASTER BTHIWIC a n SE a c n 0 i 1 1 90 01.0 1.0 1.0 4.0 47.4 16.0 2.5 i MASTER RIB a n E a c n 0 d 1 90 p1.0 1.0 1.0 5.0 54.4 11.0 0.0 a n NE a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 30.0 0.0 a n n a c n 0 d 1 1 90 1.0. 1.0 1.0 5.0 20.4 11.0 0.0 c n NN a c n 0 d 1 1 90 1.0 1.0 1.0 6.8 39.4 40.0 0.0 i LIV/FOYER a n NE a c n 0 n 1 1 90 1.0' ' 18.0 3.0 7.0 62.4 14.0 0.0 a n ICE a c n 0 n ; 1 1 90 1.0; ' 18.0 0.0 3.0 62.4 18.0 0.0 c n a c n 0 n 1 1 90 t -'' : 18.0 3.0 8.0 62.4 40.0 0.0 DIN a n a c n o a 1 1 90r - 1.6 «,' 1.0 1.0 5.0 39.4 30.0 0.0 KIT/NOOK;; a n WV a c n 0 tl 1 1 9Q 1.0 1.0 1.0 3.0 39.4 9.0 0.0 a n MN a c n 0 1100 1.0 1.0 5.0 39.4 15.0 0.0. a n SW a c n 0 1 1 Y:jj1.0 1.0 1.0 5.0 76.4 15.0 1.9 J ,; wnghtsof-t Right -Suite Residential 5.5.17 RSR26014 ! 2006-Sep-22 09:02:35 ACCK E:\Files\CLAIRGROUP\SIKORARES\SIKORARES.rsr Page 1 1 611 ,a. �,a yt RIGHT-J WORKSHEET �� a.. 114 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: SIKORA RES 9121/06 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Y ,; IVWI""J: f",M. 1 Narm cf mom MASTER BTHWC MOS I RM UV FOYER DIN 2 � daposed 14.0 ft 47.0 ft 40.0 ft 28.0 ft 3 Room r5rersxs 14.0 x 13.0 ft 13.0 x 18.0 ft 14.0 x 24.0 ft 10.0 x 12.0 ft 4 Ceilrgs Condt.Option -fiCST 8.0 ft heaftal 8.0 ft heAtcd 8.0 ft hea tool 8.0 ft heatibod TYPE OF HTM Arm Lead (Bhf1) Arm Lned W) Arm LAed (13hh) Arm Load (Bhh) DTCSIJF;E NO. I Htg I Clg (ft) Htg I Clg (ft') Htg I Ch 1 (ft') Htg Clg (ft2) Htg I Cig 5 Gross a 146 4.6 2.1 112 376 TM * 1S2 - 22,« Expcsed b 13C 3.2 12 0 0 168 - TE-1 walsad c 12C 2.9 1.9 0 0 0 " III Iel 10.01 I I 01- 001 0.01 OI I I 1 � I 1.., I�. I f I 1 0.01 0.01 0 41 01 . 0 6 Wndbnsaid 1 a 1C 37.0 " 16 991 " 52 1922 32 1183 1109 g doos I 19C 11C 1387I_ I I c DI of_ 4pI ,54s1� I 40I ,549I_ I OI- lel I I I O01 _ 01 OI - OI OI - I OI pl I OI f 0.0 - 0 '. 0 "" 0 0 0 0"" 0 7 VV�>jonsard North 212 3 51 11 " 224 0 "" 0 d * * p I I F1W EW 54.4 I 54AI DI )" '°I I I �I " I 11- I 1182I 0 #''1 OI 11 598 0 0 p SE Sw 52.9 13 0 0 0 p p South 0.0 O p 1p I' +; 0 0 "" 0 0 0 ^M 0 Horz 0.0 0•? 0 0 0 0-0 p 8 Otlmrdoors a 11A 18.9 12.7 0 0 0 0 0 0 20 378 2 6 0 0 b 10D 1 14.7 9.9 0 0 0 0 0 0 18 211 179 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 1 0 0 9 Net a 1411 4.6 2.1 96 442 198 284 1309 585 6D 276 124 1 894 399 oposed b 13C 3.2 12 0 0 0 0 0 0 150 473 176 0 0 �pertitiais I ,2C d 0.000 0 0 0 0 0 y 0 0 OI OI 0 0 e 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 10 Ceilings a 163 1.1 1.4 182 192 252 234:, 247 324 336 355 466 1 127 166 b 16G 1.1 1A 28 3D ' 39 36 38 50 51 54 71 1 19 25 Icd I 0.0 0.0I OI 0 0 0I OI 0 0 OI OI 0 pI 0.0 0.0 0 ; 0 0 0 0 0 0 0 0 0 p ff22A 0.0 0.0 0 0 0 { 0 0 0 0 0 0 0 11 Floors 25.9 0.0 14 f 363 0 47 1218 0 40 1037 0 726 0 (Note: room 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 isddispl. d 0.0 0.0 0 0 I 0 0 0 0 OI O) OI OI 0 for slab a I 0.0 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 Infiltration a 192 5.4 30 6 2 1764 496 110 211012 5 75 1" 13 Stbk�lass�+g_+11+12 » 879 - �pLess edernal hmtrg "16 D 0 001 Less tansfer � 1141 tb edsbutton Duct I 10/ 19031 I I I ) 1od 800 1091 768 101A 345- 15 Toaoss =13+14 8446 * 1 37g5 I •* 16 Int. gains: People@ 30D 0 0 1 3 "" 9D0 1300 j 17 Sunlit RSH gairr=7+8.+12+16 13- r_ *». 72561 «« .« 2235 Lessalcoofng I I I I "" ` pI ansfer Less transfer �. 01 - k OI �. I �- I 01 I I 0 Cooling redistribution *• 0 0 - 0 18 Duct gain 10'/ - 127 10'/ - 534 10° - 726 10" 19 Tc al RSH ga�(17+18)'PLF 1.00 - 1392 1.00 5870 100 - 7981 1.0020 A Air required (cfrn) -74 64 _...31 270 296 367 - 133 Printout certified by ACCA to meet all requirement9 of Manual J 7th Ed. ACaK wrogF itsoFt Right -Suite Residential 5.5.17 RSR26014 2006-Sep-22 09:02:35 E:\Files\CLAIRGROUP\SIKORARES\SIKORARES.rsr Page 2 t9 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: SIKORA RES 9/21106 109 COMMERCE STREET, LAKE MARY FL 32746-6206 Phone: (407) 831-2665 IVWIWHL J: M tY1. 1 Nameofroan KMNICCK 2 `� 23.0 ft 3 am 9.0 x 18.0 ft 4 Ceiings CorA Option 8.0 ft I heatknd TYPE CIF I I CSTJ HTM A. I Load (Bb11) Area Arm A. EPCSJRE NO. Htg I Clg I (ft') I Htg I Clg Htg I Clg Htg Clg I I Htg Clg 5 Gross a 148 4.6 2.1 184 " " + " "' " ^ ^^ �» �» Fposed b 13C 32 12 0 walls and c 12C 2.9 1.9 0« - d 0.01 el.Ipartitions O0 01 I- I I I�. I i- I- i i- I - f 0.0 0.0 0 - ^- «» 6 Wrtdovsand a 1C 37.0 "` 39 1441 '""" gla doors I bI 37 Hating K 13871- I of OI I I l el I 0.0 - I OI OI _ - I I I+ I I I- I I I I fI 10.01" 01 0 4 ,.... 7 Wndo." North 212 2 - 56 «« 20I EM 154.4I - II I - I I I- SEt W 52.9 13 1002 Souh 0.0 0 0 - -- Horz 0.0 0 0 8 Ot doors a 11A 18.9 12.7 0 0 0 ' b 10D 14.7 9.9 0 0 0 c 0.0 1 0.0 0 0 0 9 NA a 14B 4.6 2.1 145 668 299 � eerd b 13C 32 12 0 0 0 and c12C 0 partitions d 1MIS 0.0 O0 0 0 e 0.0 0.0 0 0 0 f 1 0.0 0.0 0 0 0 10 Ceilings a 16G 1.1 1.4 1E2 171 225 b 16G 1.1 1.4 25 26 35 i Idi 10001 00 OI OI OI e 0.0 0.0 0 0 0 f 1 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 (Note: room b 0.0 0.0 0 0 0 perbrtelor c 0.0 O.OI,. „ OI 0 OI is displ. d 0.0 0.0 0 0 0 for slab a 0.0 0.0 0 0 0 floors) f 1 0.0 0.0 0 0 0 12 Infiltration a 192 5A 39 748 210 13 Srblotal bss=6+8_+11+12 "" 3651 - Less extend hea" 0 - - • • •• .» Less transfer 0 - •• • .» 114I Flea•• istrilxfior uti loss 151 Total loss =13+14 16 Int. gains: People @ 300 0 Appl. @ 120D 1 17 Srebt RSH gEf,7+8_+12+16Less a<ernal I I Less tra�r°°°�'g I OI - I- I I I- I I i- I Cooling redistribution 0 .,.. 8 1- Duct gain 1G°/ 397 °/ - ° - ° 9 Tod RSH g*r-(17+18) PLF 1.00 4368 "" - �- 20 Air required (dm) 141 201 Printout certified by. ACCA to meet all wroeJl »rsoTrt Right -Suite Residential'5.5.17 RSR26014 AC:CN E:\Files\CLAIRGROUP\SIKORARES\SIKORARES7rsr 4 k- .Quirements of Manual J 7th Ed i f 'i 2006-Sep-22 09:02:35 Page 3 id -State Truss Co., Inc. 3125 Reynolds Road I Lakeland, FL 33803 1 863-665-1309 SITE INFORMATION: CUSTOMER: CLAIR GROUP DESIGNS ADDRESS: JOB NAME: SIKORA RESIDENCE LOT #: MODEL: 1342 SUBDIV: Structural Engineer of Record: Name: NOT AVAILABLE License #: Address: 148 LAKESIDE CIRCLE Serving Florida's Builder's Since 1970 ORDER M R35125 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2004 Design Program: MiTek 20/20 6.3 Wind Code: ASCE 7-02 Wind Speed: mph Design Method: MWFRSIC-C hybrid Total Roof Load: 20.0-10.0-0.0-10.0 (TCLL-TCDL-BCLL-BCDL) Total Floor Load: 0.0-0.0-0.0-0.0 (TCLL-TCDL-BCLL-BCDL) This package includes 16 individual, dated Truss Design Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 o the Florida Board of Professional Engineers Rules. Note: The seal on professional engineering d responsibilityex sheet l solely for the cates acceptance f TrussDesign R, R Drawings listed below and attached. The suitability and use of each component for any particular building is the responsibility of the A,' 1 Building Designer, perANSI/TPI 1-1995 Section 2. Truss Design Engineer's Name: Robert F. Bowers tr �! O License #: 33079 s My license renewal date for the State of Florida is February 28, 2009 s _ No. Truss to# Date 1 A01 09/13/06 2 A02 09/13/06 3 A03 09/13/06 4 A04 09/13/06 5 A05-S 03/23/07 6 A06 09/13/06 7 A07 09/13/06 8 A08 03/23/07 9 A08-AS 03/23/07 10 A08SS 03/23/07 11 A08A 03/23/07 12 A09 09/13/06 13 A10 09/13/06 14 EJ2 09/13/06 15 J01 09/13/06 16 KJ02 09/13/06 Page 1 of 0 MID -STATE TRUSS CO., INC. Job russ russ lype Qty y CLAIR.GROUP.SIKORA.RESIDENCE.HAB R35125 A01 GABLE 1 1 Job Reference o tional MID -STATE TRUSS CO., Lakeland, FI. 33803 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Sep 12 14:05:05 2006 Page 1 -1-6-0 9-11-0 19-10-0 21-4-0� 1-6-0 9-11-0 9-11-0 1-6-0 Sc6k = 1'38.9 4x8 II 6 TRIM TOP CHORD TO FIT 302 11 OUTLOOKERS AS REQUIRED 302 II 5 T 6.00 12 3x12 II 3.12 II 1 8 3.12 11 T 302 11 T 3 3 T T 9 3x4 3x4 T T T T 10 2 ll 1 4x8 = 4z8 = 2x4 it 2x4 II 5.6 = 2x4 II 2x4 11 2x4 11 2x4 II 19-10-0 19-10-0 Plate Offsets X,Y : 2:0-4-0,0-2-1 , 10:0-4-0,0-2-1 , 16:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.01 11 n/r 120 MT20 244/1 TCDL 10.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.01 11 n/r 90 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 127 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 6-0-0 oc purlins. OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=254/19-10-0, 10=255/19-10-0, 15=144/19-10-0, 16=167/19-10-0, 17=119119-10-0, 18=275/19-10-0, 14=166/19-10-0. 13=120/19-10-0, 12=275/19-10-0 Max Horz 2=-115(load case 6) Max Uplift2=-188(load case 5), 10=-217(load case 6), 16=-93(load case 5), 17=-109(load case 5), 18=-157(load case 5), 14=-85(load case 6), 13=-111(load case 6), 12=-159(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-3=-64/87, 3-4=-54/151, 4-5=-42/190, 5-6=-45/221, 6-7=-45/213, 7-8=-44/165, 8-9=-57/106, 9-10=-67/49, 10-11=0/40 BOT CHORD 2-18=0/99, 17-18=0/99, 16-17=0/99, 15-16=0/98, 14-15=0/98, 13-14=0/98, 12-13=0/98, 10-12=0/98 WEBS 6-15=-104/0, 5-16=-123/107, 4-17=-93/117, 3-18=-2051178, 7-14=-123/98, 8-13=-92/118, 9-12=-205/180 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=3.Opsf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. Continued on page 2 _ Job russ I russ I ype Q y CLAIR.GROUP.SIKORA.RESIDENCE.HAB R35125 A01 GABLE 1 1 16 Job Reference o tional MID -STATE TRUSS CO., Lakeland, FI. 33803 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Sep 12 14:05:06 2006 Page 2 NOTES 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 188 lb uplift at joint 2, 217 lb uplift at joint 10, 93 lb uplift at joint 16, 109 lb uplift at joint 17, 157 lb uplift at joint 18, 85 lb uplift at joint 14, 111 lb uplift at joint 13 and 159 lb uplift at joint 12. LOAD CASE(S) Standard Job russ russ ype Fly CLAIR.GROUP.SIKORA.RESIDENCE.HAB A02 COMMON 1 1 R35125 Job Reference (optional) MID -STATE TRUSS CO., Lakeland, Fl. 33803 6.300 s Apr 4 2006 Mi rek Industries, Inc. Tue Sep 12 14:05:07 2006 Page 1 -1-6-0 5-2-12 9-11-0 1 14-7-4 19-10-0 21-4-0 1-6-0 5-2-12 4-8-4 4-8-4 5-2-12 1-6-0 Scale = 1:38.4 4x4 = 4 6.00 rl2 2x4 \\ 2x4 5 3 1 4 6 2 \ 7 I} d 10 B 8 3.4 _ 3x4 = 3.4 = 3x4 = 3.4 = . 6-9-8 13-0-8 19-10-0 6-9-8 6-3-0 6-9-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.04 8-10 >999 360 MT20 244/19 TCDL 10.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.12 2-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2004fTPI2002 (Matrix) Weight: 93 lb_ LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 5-4-0 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing. REACTIONS (lb/size) 2=884/0-4-0, 6=884/0-4-0 Max Horz 2=-118(load case 6) Max Uplift2=-494(load case 5), 6=-494(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/41, 2-3=-1317/574, 3-4=-11561564, 4-5=-1156/564, 5-6=-1317/575, 6-7=0/41 BOT CHORD 2-10=-490/1109, 9-10=-235/760, 8-9=-235/760, 6-8=-391/1109 WEBS 3-10=-249/264, 4-10=-214/408, 4-8=-214/408, 5-8=-249/264 NOTES. 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=3.Opsf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 494 lb uplift at joint 2 and 494 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss type y CLAIR.GROUP.SIKORA.RESIDENCE.HAB R35125 A03 GABLE 1 1 Job Reference(opbonat6 MID -STATE TRUSS CO., Lakeland, FI. 33803 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Sep 12 14:05:08 2006 Page 1 1-6-0 5-4-11 10-2-13 15-1-0 19-11-3 24-9-5 1 30-2-0 31-8-0 1-6-0 5-4-11 4-10-3 4-10-3 4-10-3 4-10-3 5-4-11 1-6-0 Scale = 1 58.3 4x8 n TRIM TOP CHORD TO FIT OUTLOOKERS AS REQUIRED 2x4 II 2114 11 6.00 FIT 3.4 i 5 3x4 2.4 II 2x4 11 fix8 � 3x4 i 3x4 �� W 2x4 II 3.4 21K4 II 4 6 3.4 2x4 11 3x4 % 0 3x4 3x12 IV[ 3x12 2x4 II 3x< 3 7 3x4 W3 WS 2x4 II 8 3x4 2x4 II 11 3x4 4 11 1 2x4 II 5 2 B ib d 1 4.8 = 17 16 15 14 2x4 11 13 2x4 11 12 11 10 4x8 - 2x4 II 2.4 II 3x4 = 2x4 11 3.4 = 3x8 = 3x4 = 3x4 = 2x4 11 7-9-12 15-1-0 22-44 30-2-0 7-9-12 7-3-4 7-3-4 7-9-12 Plate Offsets X,Y : 2:0-4-0,0-2-1 , 4:0-4-0,0-5-8 , 6:0-4-0,0-5-8 , 8:0-4-0,0-2-1 , 27:0-1-12,0-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) 0.04 10 >999 360 MT20 244/1 TCDL 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.12 8-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 241 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 6-0-0 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc OTHERS 2 X 4 SYP No.3 bracing. REACTIONS (lb/size) 2=186/10-8-0, 15=1259/10-8-0, 14=116/10-8-0, 16=47/10-8-0, 17=62/10-8-0, 8=927/0-4-0 Max Horz 2=158(load case 5) Max Uplift2=-195(load case 5), 15=-704(load case 5), 8=-552(ioad case 6) I FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-3=-74/250, 3-4=-151/472, 4-5=-589/418, 5-6=-589/400, 6-7=-1213/65 1, 7-8=-1426/720, 8-9=0/41 BOT CHORD 2-17=-156/ 188, 16-17=-1561188, 15-16=-156/188, 14-15=-8/137, 13-14=-8/137, 12-13=-8/137, 11-12=-239/848, 10-11=-239/848, 8-10=-507/1236 WEBS 3-15=-314/305, 4-15=-1151/541, 4-12=-1311495, 5-12=452/160, 6-12=-536/404, 6-10=-175/417, 7-10=-304/281 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=3.Opsf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C interior(1) zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" Continued on page 2 _ R95125 IA03 IGAI3LE I I I JJob Reference (opb Lakeland, FI. 33803 6.300 s Apr 4 2006 MTek Industries, Inc. Tue NOTES 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 2, 704 lb uplift at joint 15 and 552 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss russ ype ty y CLAtR.GROUP.SIKORA.RESIDEN/CJE.HAB R35125 A04 ROOF TRUSS 6 1 //L Job Reference (optional) �C� MID -STATE TRUSS CO., Lakeland, Fl. 33803 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Sep 12 14:26:02 2006 Page 1 d' 1-6 5-6-11 10-4-0 11-11-4 15-1-0 18-2-12 23-11-2 1-6-0 5-6-11 4-9-5 1-7-4 3-1-12 3-1-12 5-8-6 am 2x4 II W - 8x8 - 2wS II 11-11-4 30-2-0 6-2-14 1-6-0 Scale = dl 5-6-11 1 10-4-0 10415-1-0 18-2-12 23-11-2 30-2-0 I 5-6-11 4-9-5 0-2-0 3-1-12 3-1-12 5-8-6 6-2-14 1-5-4 Plate Offsets X,Y : 3:0-3-0,0-3-0 , 8:0-3-0,0-3-0 , 12:0-3-8,Edge]. 13:0-3-8,0-4-4 , 15:0-6-0,0-3-10 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) -0.33 11-12 >717 360 MT20 244/1 TCDL 10.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.71 11-12 >328 240 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.21 9 n/a n/a BCDL 10.0 Code FBC2004(TP12002 (Matrix) Weight: 174 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 "Except" 3-9-3 oc purlins. B2 2 X 4 SYP No.3, B3 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-10-10 oc WEBS 2 X 4 SYP No.3 bracing. REACTIONS (lb/size) 2=910/0-4-0, 14=1032/0-4-0, 9=1231/0-4-0 Max Horz 2=-161(load case 6) Max Uplift2=-416(load case 5), 14=-385(load case 5), 9=-625(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-2472/976, 3-4=-1707/746, 4-5=-1431/727, 5-6=-320/132, 6-7=-242/117, 7-8=-1476/629, 8-9=-2087/845, 9-10=0/41 BOT CHORD 2-16=-685/2194, 15-16=-688/2186, 14-15=-2021/558, 4-15=-11/172, 13-14=-12/29, 12-13=-233/1221, 11-12=-598/1779, 9-11=-599/1784 WEBS 3-16=01116, 3-15=-649/486, 13-15=-427/2310, 5-15=-155/434, 5-13=-362/44, 6-17=-13/104, 7-12=-62/360, 8-12=-632/419, 8-11=-1/198, 5-17=-1023/579, 7-17=-1023/579 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=3.Opsf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; Lumber D6L=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8bWltfAcCRp8 ja@d2(5.0 psf) on member(s). 5-17, 7-17 Job russ I russ I ype City Fly CLAIR.GROUP.SIKORA.RESIDENCE.HAB 05125 A04 ROOF TRUSS 6 1 Job Reference (optional) MID -STATE TRUSS CO., Lakeland, A. 33803 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Sep 12 14:26:02 2006 Page 2 NOTES 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 12-13 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 416 lb uplift at joint 2, 385 lb uplift at joint 14 and 625 lb uplift at joint 9. LOAD CASE(S) Standard Job Truss (� Truss Type ay Ply GLAIR.GROUP.SIKORA.RESIDENCE.HAB R35125 A05-S �`� ROOF TRUSS 1 1 Job Reference (oplional2 mio—amie i �u» w, ma, �arceiano, r ., aaoua, r<vo�n � r. ovvvcna r. c.ir �. uL,. awry 15-1-0 15-1-0 4x6 = 6.00 F12 3x8>3z4 3x4 II 5 7 O.JW SAP( 4 LLAJb ml I eK InOusrrles, Inc. rn Mar ZJ Lid 2J: 14 LUUI rage i 15-1-0 Scale = 1 56.8 N 2x4 11 5x6 5x6 8 3 W2 0 N `n 6-0-0 3 W9 0 4x6 90z12 — 9 0 W1 c' m 2 18 + ` 10LA � N 1 2x1 II 11 io 0 3z4 = 3.00 12 16 15 14 12 2z4 11 Bx8 = Bx8 = ` r?�'s� � '•. a i 1-6-0 10-4-0 10r¢-0 28-6-0 c: �r 1-6-0 i0-4-0 0-2-0 18-0-0 ��.. Plate Offsets (X,Y): [3:0-3-0,0-3-01[8_0_-3-0,a3-01,[13:0-3-8,0-2-0],[14:0-3-8,Edge],[15:0-3-8,0-4-01,[17:0-6-0,0-3-101 LOADING(psf) SPACING 2-0-0 CSI DEFL in (too) Vdefl Ud TCLL 20.0 Plates increase 1.25 TC 0.62 Vert(LL) -0.20 13-14 >999 360 TCDL 10.0 Lumber Increase 1.25 BC 0.63 Veft(TL) -0,44 13-14 >472 240 BCLL 0.0 Rep Stress Inc, NO WB 0.79 Horz(TL) 0.15 12 n/a n/a BCDL 10.0 Code FBC20041-1 P12002 (Matra) Weight: 181 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins. BOT CHORD 2 X 4 SYP No.2 `Except" BOT CHORD Rigid ceiling directly applied or 4-2-12 oc bracing. 82 2 X 4 SYP No.3, 83 2 X 6 SYP SS VVEBS 2 •X 4 SYP No-3 REACTIONS (lb/size) 2=834/0-4-0, 16=1005/0-4-0, 12=1338/0-7-3 Max Horz2=-139(load case 12) Max Uplif12=402(bad case 5), 16=-331(load case 5), 12=-697(load case 6) Max Grav2=834(load case 1), 16=1359(load case 12). 12=2176(load case 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-2170/691, 3-4=-1393l450, 4-5=-12191467, 5-6=-303/100, 6-7=-598/101, 7-8=-1963/424, 8-9=-2008/385, 9-10=-582/735, 10-11=0/194 BOT CHORD 2-18=-587/1920. 17-18=-589/1912, 16-17=-1861/439, 4-17=-284/181, 15-16=-8/143, 14-15=-67/1274, 13-14=-178/1553,12-13=-834/614,12-20=-481/614,10-20=-433/614 WEBS 3-18=0/120, 3-17=-729/489, 15-1 7=-1 14/1863, 5-17=-88/527, 5-15=-297/0, 6-19=-3/92, 7-14=0/235, 8-14=-871315, 8-13=-623/219, 5-19=-831/423, 7-19=-831/423, 9-12=-2085/709, 9-13=-693/2474 NOTES (10) 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-02; 120mph (3-second gust), h=15ft, TCDL=3.Opsf; BCDL=3.Opsf; Category It; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever right exposed ; Lumber DOL=1.00 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this trJss is chosen for quality assurance inspection. 4) Ceiling dead load (5.0 psf) on member(s). 5-19, 7-19 5) Bottom chord live load (40.0 psf) and additional bottom chord dead bad (0.0 psf) applied only to room. 14-15 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint 2, 331 Ito uplift at joint 16 and 697 lb uplift at joint 12. 8) Load case(s) 12 hasthave been modified. Building designer must review bads to verify that they are correct for the intended use of this truss. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Drag strut bad applied perpendicular to truss lop chord left to right and to bottom chord right to left of 85 ptf. LOAD CASE(S) Standard Except: Continued on page 2 Job Truss Truss Type Oh Ply CLAIR.GROUR.SIKORA.RESIDENCE.HAB R35125 A05-S 01/ ROOF TRUSS 1 1 Job Reference (optional) Mid -State Truss Co, Inc., Lakeland, FL, 33803, ROBERT F. BOWERS P.E /FL. LIC 33079 6.300 s Apr 4 2006 MiTek Industries, Inc. Fri Mar 23 08:2524 2007 Page 2 LOAD CASE(S) 12) User defined: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60(F), 2-3=-13(F), 3-6=-15(F), 6-9=-105(F), 9-10=-106(F), 10-11=-102(F), 2-18=-42(F), 17-18=-42(F), 15-16=-20(F), 14-15=-100(F), 13-14=-19(F), 10-13=-20(F).5-7=-10(F) Horz: 2-3=168(F), 3-6=178(F), 6-9=178(F), 9-10=172(F), 10-11=188(F), 2-18=-356(F), 17-18=-367(F) Drag: 16-17=-89(F). 4-17=-89(F), 10-16=-89(F) �\E� M 11 /(0�' °'°W , �` zT — `: OC — ! ' �,40��— 'sadd;ti \ rdb OT �11i1t�tE Job russ russType y CLAIR.GROUP.SIKORA.RESIDENCE.HAB R35125 A06 ROOF TRUSS 1 1 Job Reference o tional MID -STATE TRUSS CO., Lakeland, Fl. 33803 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Sep 12 14:26:05 2006 Page 1 -1-6-0 5-6-11 10-4-0 11-11-4 15-1-0 1 18-2-12 1 23-11-2 1-6-0 5-6-11 4-9-5 1-7-4 3-1-12 3-1-12 5-8-6 44 - 47 30-2-0 43� 6-2-14 1-6-0 Scele = 1 56.3 2 d, 17 2x4 11 3x4 \;\10 a � 3x4 3.00 12 15 14 13 12 v 2x4 II W - W = 2x4 11 3x4 11-11-4 5-6-11 10-4-0 10 s 1 15-1-0 18-2-12 23-11-2 28-1-8 3G-2-0 1 5-6-11 4-9-5 0-2-0 3-1-12 3-1-12 5-8-6 4-2-6 2-0-8 1-5-4 Plate Offsets (X Y): [3:0-3-0 0-3-0] [8:0-7-0 0-3-0], [9:0-2-10,0-1-8], [13:0-3-8,Edge]. [14:0-3-8,0-4-0], [16:0-6-0,0-3-10] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.21 12-13 >999 360 MT20 244/1 0 TCDL , 10.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.47 12-13 >449 240. BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.17 11 n/a n/a BCDL 10.0 Code FBC2004(TP12002 (Matrix) Weight: 181 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 *Except* B2 2 X 4 SYP No.3, B3 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-12 oc bracing. REACTIONS (lb/size) 2=837/0-4-0, 15=1009/0-4-0, 11=1329/0-7-3 Max Horz 2=-161(load case 6) Max Uplift2=-393(load case 5), 15=-382(load case 5), 11=-730(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-2184/791, 3-4=-1408/554, 4-5=-1184/563, 5-6=-311/127, 6-7=-256/121, 7-8=-1218/482, 8-9=-605/533, 9-10=0/40 BOT CHORD 2-17=-603/1932, 16-17=-605/1924, 15-16=-1776/492, 4-16=0/136, 14-15=-9/25, 13-14=-105/999, 12-13=-249/1123, 11-12=-248/1126, 9-11=-397/674 WEBS 3-17=0/116, 3-16=-662/490, 14-16=-188/1888, 5-16=-87/345, 5-14=-294/15, 6-18=-5/89, 7-13=0/246, 8-13=-136/166, 8-12=0/120, 5-18=-795/449, 7-18=-795/449, 8-11=-1916/1033 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=3.Opsf, BCDL=3.Opsf; Category ll; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. �b+lc�d2(5.0 psf) on member(s). 5-18, 7-18 Job russ fuss I ype ty y CLAIR.GROUP.SIKORA.RESIDENCE.HAB R35125 A06 ROOF TRUSS 1 1 g Job Reference o tional X MID -STATE TRUSS CO., Lakeland, FI. 33803 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Sep 12 14:26:05 2006 Page 2 NOTES 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 13-14 6) Bearing at joint(s) 2 considers parallel to grain value using ANSlfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 2, 382 lb uplift at joint 15 and 730 lb uplift at joint 11. LOAD CASE(S) Standard Job russ russ Type y CLAIR.GROUP.SIKORA.RESIDENCE.HA6 R35125 A07 GABLE 1 1 111 Job Reference (optional) 6 MID -STATE TRUSS CO., Lakeland, FI. 33803 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Sep 12 14:05:12 2006 Page 1 1-6-0 5-6-11 1 10-4-0 17-6-0 23-1-13 28-9-11 35-0-0 .36-66--E1 1-6-0 5-6-11 4-9-5 7-2-0 5-7-13 5-7-13 6-2-5 1-&0 Scale = 1 800 II Jx4 2`4 II TRIM TOP CHORD TO FIT 3x4 1 �, „ OUTLOOKERS AS REQUIRED 100 12 18 17 16 1S 14 1J 4X8 -- 2x4 II JxB = 3x4 - 3x4 - 2x4 II 2x4 11 5-6-11 10-4-0 10;P-0 17-6-0 26-5-0 35-0-0 1 5-6-11 4-9-5 0-2-0 7-0-0 8-11-0 8-7-0 Plate Offsets (X Y): [11:0-4-0 0-2-1] [19:0-6-0,0-3-10] [30:0-1-1210-1-0) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) 0.07 15-17 >999 360 MT20 24411 TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.27 15-17 >839 240 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.03 11 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 264 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 'Except* 6-0-0 oc purlins. B2 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-9 oc WEBS 2 X 4 SYP No.3 bracing. OTHERS 2 X 4 SYP No.3 WEBS T-Brace: 2 X 4 SYP No.3 - 7-19 Fasten T and I braces to narrow edge of web with 10d Common wire nails, gin o.c.,with 4in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb/size) 2=430/0-4-0, 18=1503/0-4-0, 14=67/5-5-1 1, 13=67/5-5-11, 11=928/5-5-11 Max Horz2=-181(load case 6) Max Uplift2=-281(load case 5), 18=-700(load case 5), 14=-42(load case 6), 11=-606(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-581/259, 3-4=-203/271; 4-5=-191/389, 5-6=-214/18, 6-7=-20/399, 7-8=-633/484, 8-9=-1246/802, 9-10=-13221793, 10-11=-1561/864, 11-12=0/40 BOT CHORD 2-20=-230/478, 19-20=-230/473, 18-19=-1446/719, 5-19=-381/369, 17-18=0/14, 16-17=-297/897, 15-16=-297/897, 14-15=-633/1335, 13-14=-633/1335, 11-13=-633/1335 WEBS 3-20=0/118, 3-19=-737/500, 17-19=-49f533, 7-19=-1038/431, 7-17=-287/404, 8-17=-5621461, 8-15=-233/443, 10-15=-352/354 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. Continued on Daae � o russ Truss Type Fly CLAIR.GROUP.SIKORA.RESIDENCE.HAB�) R35125 A07 GABLE 1 1 Job Reference o bonal MID -STATE TRUSS CO., Lakeland, FI. 33803 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Sep 12 14:05:12 2006 Page 2 NOTES 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=3.Opsf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281 lb uplift at joint 2, 700 lb uplift at joint 18, 42 lb uplift at joint 14 and 606 lb uplift at joint 11. LOAD CASE(S) Standard I I I I I I Job - Truss Truss Type ay Ply CLAIR.GROUP.SIKORA.RESIDENCE.HAB R35125 A08 i1 SCISSORS 9 1 Job Reference oonal 17-6-0 17-6-0 6.00 12 3x4 4 W4 Sx6 3 W2 13 5x6 m 2 14 3.00 12 0 1 2x4 11 3x8 1-6-0 I 17-6-0 1-6-0 17-6-0 LOADING(psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.69 TCDL 10.0 Lumber Increase 1.25 BC 0.93 BCLL 0.0 Rep Stress €ncr YES WB 0.75 BCDL 10.0 Code FBC2004/TPI2002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=149110-4-0, 8=1491/0-4-0 4x6 = 5 W6 o.,wu s mpr v zuuo mi i eK inousines. Inc. rn mar 23 O8: 2b: 2b 2W 7 Pagel 3x4 J 17-6-0 Scale = 1:65.0 5x6 W8 7 12 5.8 = w 1 1 n o1 5x6 ; 10 m 1? JA 35-0-0 e g r 17-6-0L 0-0-0,0-0-0).[7:0-3-0 0-3-0],[8:0-3-7 0-1-8} DEFL in (loc) Vdefl L/d Vert(LL) 0.4512-13 >921 360 Vert(fL) -1.11 12-13 >375 240 Horz(TL) 0.82 8 n/a n/a Weight: 169 lb BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-5 oc purlins BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Max Horz 2=144(load case 4) Max Uplift2=-733(load case 5), 8=-733(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0f39,2-3=-4755/1943,3-4=-3986/1532,4-5=-3090/1094,5-6=-3090/1092,6-7=-3986/1391,7-8=-4755/1811. 8-9=0/39 BOT CHORD 2-14=-1756/4271,13-14=-1760/4269,12-13=-1224/3622,11-12=-1069/3622,10-11=-1502/4269,8-10=-1499/4271 WEBS 3-14=01116, 3-13=-662/519,4-13=-136/327,4-12=-868/542,5-12=-792/2352,6-12=-868/544,6-11=-138/327, 7-11=-662/529, 7-10=0/116 NOTES 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=3.Opsf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; Lumber DOL=1.00 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 733 lb uplift at joint 2 and 733 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type aY Ply R35125 A08-AS i � SCISSORS 1 1 �CLAIR.GROUP.SIKORA.RESIDENCE.HAB Job Reference o Tonal MidS'tate truss Go, Inc., Lai(elana, rl., JJOVJ. KVtltl[ 1 r. rwvvtno Ll- DJU 802 MT18H II i7$-0 Scale = 1:65.0 6.00 F12 8 602 MT18H � 3x4 3x4 6z12 MT1811� 7 49 27 WB W10 5 1 gg 10111 3x4 W6 26 W12 3z4 3x4 i 4 4 12 W 1 3x4 1 20 13 3 2 21 8x8 = 19 m M 22 3x4 s 3.4 _ 18 2 23 3x4 3.00 92 3x4 = 17 4 8z8 ; ` 15100 1 24 8z8 ; ��0` i6' ~• 5z14 ; 2x4 11 .-50 ��` RS�xs. - -mot$ -1-6-0 17-6-0 35-0-0 -• [d..:L+dA 1-6-0 17-6-0 1750 i— Plate Offsets MY): [2'0-7-00-3-0] [14:0-7-00-3-0] [17:0-4-00-4-12] [2"s:0-4-00-4-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Weil Ud ,fz' .iL G.. ®\� TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 1.15 20 >360 360 i TCDL 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) 1.00 20 >418 240 g T BOLL 0.0 Rep Stress Incr NO WE 0.86 Horz(fL) -0.77 14 n/a n/a t I E BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 257 lb LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD 2 X 6 SYP No.2 `Except` BOT CHORD Rigid ceiling directly applied or 2-10-3 oc bracing. B1 2 X 6 SYP SS, S4 2 X 6 SYP SS WEBS T-Brace: 2 X 4 SYP No.3 - B-20 WEBS 2 X 4 SYP No.3 Fasten T and I braces to narrow edge of web with 1 Od Common wire LBR SCAB 2-6 2 X 4 SYP SS one side nails, gin c.c.,with 4in minimum end distance. 10-14 2 X 4 SYP SS one side Brace must cover 90`Yo of web length. REACTIONS (lb/size) 2=1494/0-4-0, 14=1494/0-4-0 Max Horz 2=-142(load case 3) Max Uplift2=-1254(load case 5), 14=-1056(load case 5) Max Gr2v2=1494(load case 1), 14=2340(load case 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43,2-3=-4588/7069,3-4=-4652/7142,4-25=417216334,5-25=-4088/6334,5-6=-3645/5429,6-27=-3616/5430, 7-27=-3599/5435,7-8=-3083/4499,8-9=-3798/4499,9-28=-4639/5435,10-28=4769/5430,10-11=-5032/5429, 11-26=-5444/6335, 12-26=-6176/6334, 12-13=-7320/7142, 13-14=-7786/7069, 14-15=0143 BOT CHORD 2-24=-6223/4112, 23-24=-6212/4160, 22-23= 6178/4278, 21-22=-5233/3815, 20-21=-4262/3325, 19-20=-4262/3903, 18-19=-5233/5015, 17-18=-6178/6086, 16-17=-6212/6307, 14-16=-6223/6994 1NEBS 3-24=-139/87, 3-23=-236/148, 4-23=-453/184, 4-22=-504/858, 5-22=-777/337, 5-21=-583/1001, 7-21=-1456/498, 7-20=-655/1158, 8-20=-3851/2495, 9-20=-654/1158, 9-19=-1056/478, 11-19=-555/1001, 11-18=-777/319, 12-18 480/858, 12-17=-453/141, 13-17=-86I518, 13-16=-265/121 NOTES (12) 1) Attached 13-0-0 scab 2 to 6, front face(s) 2 X 4 SYP SS with 1 row(s) of 10d (0.148 x3) nails spaced 9" o.c.. 2) Attached 13-M scab 10 to 14, front face(s) 2 X 4 SYP SS with 1 row(s) of 10d (0.148 x3") nails spaced 9" o.c.. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=3.Opsf; BCDL=3.Opsf; Category It; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; porch left exposed: Lumber DOL=1.00 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 5) Special provisions shall be made by the building designor to allow for 0.77in of hor¢ontal movement due to live bad and 0.60in due to total load. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Bearing at joint(s) 2, 14 considers parallel to grain value using ANSI(FPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1254 lb uplift at pint 2 and 1056 lb uplift at pint 14. 10) Load case(s) 11 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this trytss. Conhnueo on page 2 Job Truss Truss Type Oty 1 Ply CLAIR.GROUP.SIKORA.RESIDENCE.HAB R35125 A08-AS,,�-- SCISSORS 1 1 Job Reference (optional) Mid -State Truss Co, Inc., Lakeland, FI., 33803, ROBERT F. BOWERS P.E.1FL. LIC. 33079 6.300 s Apr 4 2006 MiTek Industries, Inc. Fn Mar 23 08:25:29 2007 Page 2 (VOTES (12) 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Drag strut bad applied perpendicular to truss top chord left to right and to bottom chord right to left of 189 plf. LOAD CASE(S) Standard Except: 11) User defined: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ptf) Vert: 1-2=-60(F), 2-3=38(F), 3-8=34(t7, 8-13=-154(F), 13-14=-158(F). 14-15=-60(F), 2-20=-67(F), 14-20=27(F) Horz: 2-3=363(F), 3-8=377(F), 8-13=377(F), 13-14=363(F), 2-20=-754(t7, 14-20=-754(F) Ci , O i lY t. �10 jltl{1�� Job Truss Truss Type Oty Ply CLAIR.GROUP.SIKORA.RESIDENCE.HAB R35125 A08SS-*�— SCISSORS 2 1 Job Reference o onal Mio-JTaie i Russ l o, inc., La Keianu, n_, O—, Kvo— i r, C--- —.1— — a- m y1 1 O 3x4 ' 3x8 G 17-6-0 17-" 17-6-0 -1-6-0 1-6-0 17-6-0 17-6-0 aau-u 17-6-0 Plate Offsets (X Y) [2:1-10-11 0-1-8] [2:0-4-2 Edge] [4:0-3-00-3-0],[8:0-3-0 0-3-0][101-10-11,0-1-8],[10:0-4-2,Ed9ej,[13:0-: LOADING(psf) SPACING 2-0-0 CSI DEFL in (Ioc) Vdefl Ud TCLL 20.0 Plates increase 1.25 TO 0.84 Vert(LL) -0.42 12-13 >982 360 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -1 Al 13-14 >412 240 BCLL 0.0 Rep Stress Ina NO WB 0.76 Horz(TL) 0.73 10 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 'Except' 612X4SYP SS, B42X4SYP SS VVEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3-8-13, Right 2 X 4 SYP No.3 3-8-13 REACTIONS (Ib/size) 2=1491/0-4-0, 10=1491/0-4-0 Max Horz 2=-144(load case 3) Max Uplift2=-733(load case 5), 10=-733(load case 6) Max Grav2=1491(load case 1). 10=1989(load case 11) 3x8 -- 3x4 Scale = 1 65.0 3� 1-6-0 PLATES GRIP MT20 244/190 Weight: 180 to BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-12 cc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39,2-3=-4666/1900,3-4=-4549/1911,4-5=-3972/1532,5-6=-3089/1094,6-7=-3762/1092,7-8=-5213/1391, 8-9=-5842/1780,9-10=-6561/1770,10-11=0/39 BOT CHORD 2-16=-1722/4201, 15-16=-1727/4207, 14-15=-1229/3653, 13-14=-1073/4201, 12-13=-1470/5229, 10-12=-1466/5967 MBS 4-16=0/101,4-15=-665/483,5-15=-125/329,5-14=-878/548,6-14=-797/2362,7-14=-8781550,7-13=-128/3ll, 8-13=-599/494,8-12=0/95 NOTES (8) 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-02, 120mph (a -second gust); h=15ft; TCDL=3.Opsf; BCDL=3.Opsf, Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; Lumber DOL=1.00 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. S) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 733 lb uplift at joint 2 and 733 lb uplift at pint 10. 6) Load case(s) 19 has/have been modified. Building designer must review bads to verify that they are correct for the intended use of this truss. 7) in the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). 8) Drag strut bad applied perpendicular to truss top chord deft to right and to bottom chord right to left of 108 plf. LOAD CASE(S) Standard Except: 11) User defined: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 Job Truss Truss Type Oty Ply CLAIR.GROUP.SIKORA.RESIDENCE.HAB pp R35125 A08-SS SCISSORS 2 1 Job Reference o onal Mid -State I fuss co, Inc., Lakeland, H., 3J15U3, HUbI H I V. bUwtHs LIL- JJvfn o.3 s Fpr V z n ml I eK Inuustrles, Inc. rn mar LJ vo:LJ:J 1 - rage L LOAD CASE(S) Undorm Loads (ptf) Vert: 1-2=-60(F), 2-3=-2(F), 3-6=-6(F), 6-9=-114(F), 9-10=-118(F), 10-11=-60(F), 2-14=-47(F), 10-14=7(F) Horz: 2-3=200(F), 3-6=216(F), 6-9=216(F), 9-10=200(F), 2-14=-432(F), 10-14=-432(F) i Q74 4 Job Truss Truss Type Oty Ply CLAIR.GROUP.SIKORA.RESIDENCE.HAB R35125 A08A�i SCISSORS 8 1 Job Reference (optional) MiQ- caie I russ LA, Inc, uaKelanu, rl., JJOVJ, Kuocf I r. W WIMKJ t'.c.rI-L. LIU. JJ /`J n.JUll s Ppr 4 zuub MI I eK Inaustnes, Inc. hn Mar 23 08:25: 21 20ur Page 1 17-6-0 I 35-0-0 17-6-0 17-8-0 Scale = 1:65.0 8x12 MT18H II 7 6.00 12 3x4 3x4 3x4 fi 8 3x4 23 W8 W10 24 6x12 MT18H � 5 1 9 602 MT18H,1 W6 W12 4 W4 10 W1 3.4 i 18 3x4 3 2 t9 8x8 = 17 tt ao 20 3x4: 3x4 16 2 21 3x4 7:� 3x4 z: 15 12 t 22 8x8 ; 3.00 12 8x8 ; 14 131d 504 2x4 I 2z4`ll `` -1-6-0 17-6-0 35-0-0 i 1-" 17-6-0 17-8-0 Cotom' i •g, Plate Offsets (X Y): 12:0-7-00-3-0] [12:0-7-00.3-0], [15:0-4-00-4-8] [21:0-4-0,0-4-81 _ -a !a-- LOADING(psf) SPACING 2-M CSI DEFL in (loc) Vdefl Ud r 1! .- ! fO a RIP TCLL 20.0 Plates Increase 1.25 TIC 0.94 Vert(LL) 1.13 18 >367 360 /190 TCDL 10.0 BCLL 0.0 Lumber Increase 1.25 Rep Stress Incr YES BC 0.45 WB 0.86 Vert(TL) Horz(TL) 0.98 -0.75 18 >425 240 12 n/a n/a 1190 BCDL 10.0 Code FBC2004rTP12002 (Matrix) Weib �Y rr t LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 2-10-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS T-Brace: 2 X 4 SYP No.3 - 7-18 Fasten T and I braces to narrow edge of web with 1 Od Common wire nails, gin o.c.,with 4in minimum end distance. Brace must cover 90% of web length. REACTIONS (Ib/size) 2=1491/0-4-0, 12=1491/0-4-0 Max Horz 2= 141 (load case 4) Max Uplift2=-1252(load case 5), 12=-1054(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43, 2-3=-4657/7186, 3-4=466117171, 4-5=-4172/6333, 5-23=-3637/5423, 6-23=-3591/5428, 6-7=-3075/4493, 7-8=-3075/4493,8-24=-3591/5428,9-24=-3638/5423,9-10=-417216333,10-11=-4661/7171,11-12=465717186, 12-13=0/43 BOT CHORD 2-22=-6344/4184,21-22=-6334/4233,20-21=-6168/4269,19-20=-5253/3816,18-19=-4257/3317,17-18=-4257/3317, 16-17=-5253/3816,15-16=-6168/4269,14-15=-6334/4233,12-14=-6344/4184 WEBS 3-22=-142/89,3-21=-10/106,4-21=-503/170,4-20=-480/858,5-20=-778/320,5-19=-55911016,6-19=-1055/474, 6-18=-654/1157,7-18=-3847/2480,8-18=-654/1157,8-17=-10551474,9-17=-559/1016,9-16=47W320, 10-16=-480/858,10-15=-503/170,11-15=-39/106,11-14=-142/126 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=3.Opsf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; porch left exposed; Lumber DOL=1.00 plate grip DOL=1.00. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Special provisions shall be made by the building designer to allow for 0.75in of horizontal movement due to live bad and 0.58in due to total load. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Bearing at joint(s) 2, 12 considers parallel to grain value using AN91ITPI 1 angle to grain forniuL 9611JIng designee 08UW Via* capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1252 lb uplift at pint 2 and 1054 lb uplift at joint 12. LOAD CASE(S) Standard 0 Truss russ ype QtY y CLAIR.GROUP.SIKORA.RESIDENCE. HAB R35125 A09 GABLE 1 1 Job Reference o tional MID -STATE TRUSS CO., Lakeland, A. 33803 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Sep 12 16:17:40 2006 Page 1 1 1-6-01 6-9-4� 11-8-13 17-6-0 23-3-3 28-2-12 35-0-0 6-6- 1-6-0 6-9-4 4-11-9 5-9-3 5-9-3 4-11-9 6-9-4 1-6-0 Scale : 3/16-=1' 8x8 II 2x4 11 2x4 11 2x4 11 3z4 � 5 3x4 TRIM TOP CHORD TO FIT 6.00 FIT 3z4 o 2A 11 OUTLOOKERS AS REQUIRED 3x4 1 2x4 11 400 4.10 3.4 3x4 / 2x4 II 4 6 3x4 12x16 MT1811o� 12x16 MT18H-' VV4 W8 3x4 2x4 II 3x4 II 4 II 4 11 2x4 11 3 11 11 8 7 Jx< 3x4 U 3.4 1 az8 - 2x4 II 2x4 II 14 15 72 51 — 8.8 3.00 12 8x8 0 2 2x4 II t6 10 6 1 2x4 11 214 II 2x4 II 4 I d 02 2x4 II 2x4 11 5x8 = \ d 5x8 = 302 _. V 6-9-4 11-8-13 1 17-6-0 23-3-3 28-2-12 35-0-0 1 1 6-9-4 4-11-9 5-9-3 5-9-3 4-11-9 6-9-4 Plate Offsets (X,Y). [2.1-7-5,0-7-9], [2:1-4-11,0-1-8), [3:0-8-0,0-5-0], [7:0-8-0,0-5-0], [8:1-7-5,0-7-9], [8:1-4-11,0-1-8], [1 t0-4-0 0-4-12 , 15:0-4-0,0-4-12 , 18:0-1-12,0-1-0 , 19:0-2-0,0-1-0 , 29:0-1-12,0-1-0 , 32:0-2-0,0-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.92 Vert(LL) 1.03 12-13 >405 360 MT20 244/1 TCDL 10.0 Lumber Increase 1.25 BC 0.77 Vert(TL) 0.89 12-13 >469 240 MT18H 244/1 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) -0.74 8 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 270 Io LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 6 SYP No.2 2-2-0 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 2-4-14 oc OTHERS 2 X 4 SYP No.3 bracing. WEBS T-Brace: 2 X 4 SYP No.3 - 5-13 Fasten T and I braces to narrow edge of web with 10d Common wire nails, gin o.c.,with 4in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb/size) 2=1491/0-4-0, 8=1491/0-4-0 Max Horz 2=-180(load case 6) Max Uplift2=-1297(load case 5), 8=-1102(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43, 2-3=-5113/7818, 3-4=-4300/6486, 4-5=-3275/4729, 5-6=-3275/4729, 6-7=-4300/6486, 7-8=-5113/7818, 8-9=0/43 BOT CHORD 2-16=-6988/4652, 15-16=-6828/4660, 14-15=-6821/4662, 13-14=-5366/3943, 12-13=-5366/3943, 11-12=-6821/4663, 10-11=-6828/4661, 8-10=-6988/4652 WEBS 3-16=-474/53, 3-14=-694/1285, 4-14=-978/373, 4-13=-966/1741, 5-13=-3953/2470, 6-13=-966/1741, 6-12=-978/373, 7-12=-694/1285, 7-10=-474/61 NOTE3 1) This truss has been checked for uniform roof live load -anly, except as noted. Continued on page 2 o Fuss Fuss ype y CLAIR.GROUP.SIKORA.RESIDENCE.HAB R35125 A09 GABLE 1 1 Job Reference o tional MID -STATE TRUSS CO., Lakeland, Fl. 33803 6.300 s Apr 4 2006 M7ek Industries, Inc. Tue Sep 12 16:17:40 2006 Page 2 NOTES 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=3.Opsf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; porch left exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are MT20 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Gable studs spaced at 2-0-0 oc. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1297 lb uplift at joint 2 and 1102 lb uplift at joint 8. LOAD CASE(S) Standard I I I 0 1 Truss russ I ype ty Ply CLAIR.GROUP.SIKORA.RESIDENCE.HAB R35125 A10 HIP 1 1 Job Reference o tional MID STATE TRUSS CO., Lakeland, FI. 33803 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Sep 12 05:17 2006 Page 1 3-2-11 6-0-0 8-9-5 12-0-0 i 3-2-11 2-9-5 2-9-5 3-2-11 Scale = 120.2' 4z8 = 2X4 II W = 3.71 12 2 10 3 11 4 9 12 Ti T3 13 8 14 7 15 6 16 2x4 II 3x8 - 2.4 II 7X4 = 3z4 - 3-2-11 6-0-0 8-9-5 12-0-0 --- 1 3-2-11 2-9-5 2-9-5 3-2-11 Plate Offsets X,Y : 2:0-5-4,0-2-0 , 4:0-5-4,0-2-0 LOADING (psf) SPACING 2-0-0 CSi DEFL in (loc) I/defl Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) -0.02 7 >999 360 MT20 244119 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.07 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 47 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 6-0-0 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=377/0-5-11, 5=373/0-5-10 Max Horz 1=19(load case 2) Max Uplift 1 =-1 13(load case 2), 5=-111(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-837/208, 2-9=-793/219, 2-10=-937/305, 3-10=-937/305, 3-11=-937/305, 4-11=-937/305, 4-12=-778/209, 5-12=-823/197 BOT CHORD 1-13=-184/764, 8-13=-184/764, 8-14=-183/773, 7-14=-183/773, 7-15=-168/759, 6-15=-168/759, 6-16=-170/750, 5-16=-170/750 WEBS 2-8=0/67, 2-7=-94/175, 3-7=-88/92, 4-7=-105/190, 4-6=0/68 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=3.Opsf, BCDL=3.Opsf; Category Il; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 1 and 111 lb uplift at joint 5. 6) The design/selection of nails or hangers for jack/truss connection is the responsibility of others based upon engineered connection detail in delivery package for nails or as provided by truss CoR1 8(8Hrp jB& Danger. russ W 125 IA10 I HIP MID -STATE TRUSS CO. 1 Job Reference (optional) MTek Industnes, Inc. Tue Sep 12 14:05:17 2666 NOTES 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 1-5=-20 Concentrated Loads (lb) Vert: 2=41(F) 4=41(F) 8=-1(F) 6=-1(F) 10=41(F) 11=41(F) 13=4(F) 14=0(F) 15=0(F) 16=4(F) o russ russ ype ty y CLAIR.GROUP.SIKORA.RESIDENCE.HAB R35125 EJ2 JACK q 1 Job Reference (optional) MID -STATE TRUSS CO., Lakeland, FI. 33803 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Sep 12 14:05:17 20W Page 1 -1-6-0 2-0-0 3 1-6-0 2-04) Scale = 1:8. 1 2-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) 0.00 2 .... 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr BCDL 10.0 Code FBC2004/TP12002 YES WB 0.00 (Matrix) Horz(TL) -0.00 3 n/a n/a Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=213/0-4-0, 4=20/Mechanical, 3=19/Mechanical Max Horz 2=113(load case 5) Max Uplift2=-198(load case 5), 3=-21(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-3=-46/9 BOT CHORD 2-4=0/0 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02, 120mph (3-second gust), h=15ft, TCDL=3.Opsf, BCDL=3.Opsf; Category II; Exp B, enclosed, MWFRS gable end zone and C-C Interior(1) zone, Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 2 and 21 lb uplift at joint 3. LOAD CASE(S) Standard o Fuss russ ype Qty y CLAIR.GROUP.SIKORA.RESIDENCE.HAB R35125 J01 JACK 2 1 Job Reference o tional MID -STATE TRUSS CO., Lakeland, FI. 33803 6.300 s Apr 4 2006 MTek Industries, Inc. Tue Sep 12 14:05:18 200 -Page 1 -1-8-10 1-8-5 3 1-8-10 1-8-5 Scale = 1:7.1 1-8-5 i-8-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) (/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.00 2 '*" 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 8 lb LUMBER BRACING — TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 1-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=234/0-4-0, 4=16/Mechanical, 3=-11/Mechanical Max Horz 2=99(load case 5) Max Uplift2=-237(load case 5), 3=-11(load case 1) Max Grav2=234(load case 1), 4=16(load case 1), 3=34(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/41, 2-3=-47/27 BOT CHORD 2-4=0/0 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02, 120mph (3-second gust); h=15ft; TCDL=3.Opsf; BCDL=3.Opsf; Category 11, Exp B; enclosed, MWFRS gable end zone and C-C Interior(1) zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 lb uplift at joint 2 and 11 lb uplift at joint 3. LOAD CASE(S) Standard o Truss russ ype ty y CLAIR.GROUP.SIKORA.RESIDENCE.HAB R35125 KJ02 JACK 2 1 Job Reference o bonal MID -STATE TRUSS CO., Lakeland, Fl. 33803 6.300 s Apr 4 2006 MiTek Industries, Inc. Tue Sep 12 14:05:18 2006 Page 1 -1-9-2 2-4-3 1-9-2 2-4-3 Scale' 1.5�1' \� 5.11 F12 2 Ti 81 1 I \ 2xe ✓/ 2-4-3 2-4-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) 0.00 2 ` ** 360 MT20 244119 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004fTP12002 (Matrix) Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 2-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-3/Mechanical, 2=265/0-5-2, 4=21/0-0-8 Max Horz 2= 110(load case 4) Max Uplift3=-11(load case 5), 2=-258(load case 4) Max Grav3=24(load case 6), 2=265(load case 1), 4=21(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-53/10 BOT CHORD 2-4=0/0 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=3.0psf; BCDL=3.Opsf; Category 11, Exp B; enclosed, MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 3 and 258 lb uplift at joint 2. LOAD CASE(S) Standard r z t` own Weathen-naster Building Products, Inc. 227 Power Court Sanford, FL 32771 407-324-2080 407-324-0503 Fax 2004 Florida Statewide Product Approval Numbers For General Aluminum Products These numbers are posted on �yNv .01or]dabuiIding,org under their product approval section. — FL 5171 Single Hiring Windows FL, 5170 Sliding Glass Doors FL 5169 Fixed Picture Windows FL 5168 Horizontal Sliders i D'i+ EAAa E RMA3.7ER nuild'rlvr 1Punr111rrc INV i Office 407-324-2080 fnv Of I-ABEL DRAWING # OR TYPE USED WITH —VGT^VJVJ PRODUCT # 1 Legend of contents r ; 2 GA 1 Installation 1450 Flange SH J 1450/1550 3 GA 2 Installation 1450 Flange PW71 1450 4 GA 3 Installaiton 1100 Fin SH 11001190011970 5 GA 3/A Cont. Head And Sill Fin Mull 190 /1100/1970 1900/1100/1970 6 GA 4 Installation 1100 Fin PW 1100 7 GA 5 Installation 1450 PW Flange Designer-PW 1450/1550/1570 8 GA 6 Installation 1100 PW Fin Designer P11.1 1100/1900/1970 9 GA 7 Installation 1480 Flange HR 1480/1580/1590 10 GA 7/A Installation 1580/1590 Flange 3 Lite Slider 1580/1590 11 GA 8 Installation 1180 Fin HR 1180/1980/1990 12 GA 8/A Installation 1980 Fin 3 Lite Slider, 1980/1990 13 GA 9 GEN 0024 Block Inst. SLIDING GLA.i�`iS DOOR 420/430/440 14 GA_() GEN 0028 Wood Inst. SLIDING GLA .S DOOR 42014301440 15 GA 10/A GEN 0027 2x in Block SLIDING GL4zS DOOR 420/430/440 16 GA 11 GEN 0450 Fin Veit. Mull.. ip 1448 17 GA 12 Mull Bar Load Chart 1x4 Fig. Hz. SH 1445 18 GA 12 A Mull Bar Load Chart 1x4 Fin Vert. SH 1445 19 GA 13 Mull Bar Load Chart 1x4 Fig. Vert. SH • .'; ` 1445 20 GA 14 Mull Bar Load Chart 1x4 Fig. Vert. PW 1445 21 GA 14 A MUII Bar -Load Chart 1x4 Fin Vert. PW �F, 1445 22 GA 15 Mull Clip 1x4 (>6') Fin Vert. Mull Clip 1445 23 GA 18 Mull Clip GEN 0453 Fin HZ Mull Clip 1447 24 GA 19 Mull Bar Load Chart 1x4 w/lip Fin HZ SH 1447 25 GA 20 Mull Clip GEN 0457 Fin Vert. Mutt Clip 1448 26 GA, 21 Mull Bar Load Chartix2.5 Fin Vert. SH 1448 27 GA 22 Mull Bar Load Chart 1x2.5 Fin Vert. PW 1448 28 GA 23 Mull Bar Load Chart 1x2.5 Fig. Vert. SH 1442 29 GA 24 MUII Bar Load Chart1x2.5 Fig. Vert. PW 1442 30 GA 25 MUII Clip GEN 0454 _ Fig. Vert. Mull Clip 1442 31 GA 26 Mull Clip GEN 0459 Fig. Vert. Sill Clip 1442 32 GA 28 Mull Clip GEN 0456 Fig. HZ Mull Clip 1445 33 GA 29 Mull Clip GEN 0452 (>61) Fig. Vert. Mull Clip 1445 34 GA 30 Installation FEB. HEB. Fig. SH 1450/1550/1570 FE-1-HE 1450/1550/1570 35 GA 31 Installation FEB. HEB. FIN SH 110Q/1900/1970 FE+HE 1100/1900/1970 i .1...._...1 ..._ I " � �___._• " _.� 1 yo �•-• �. r 1/p.�j. r. 114BI19A05e+ic9 Fin/Horizontal 1447 lg4r)t15dQ Sa�ie1 td4t1113411 "1tti•tea F;- ar nl•,ir: hr,u rr .•..t F1! t"s/Vllrt1Cill 1442 Kla MS/VaTtlaal 1448 ;Jill `LWIWI15 crge windevl t:.bc r"lull lot 1. : wir duw ..:�c rof vnn r•I ,f inl :rc tip: r: wir.cca3 i^ 'A:r FE01 S`%;C 1,000I C UIicOI , T 1 wr o oponirq!: ar 'w n::,'. el•,d V vcrt cr.l s".r.u:.uni aopli;;ot a of a:, fierce widows. of (Al ficnnr^ nillt:OVr9. bcG nuprCa;;o- 1,(1rj5 1/8' to Ope•i'.nq. A ' /i' :i> Uac^Inu AdUs /3" to Oprn;n,. _._ - • �� r � 5 t aba r •/7 L i, WsfFYT CIGL L...� n.rn is _— I L_ r, ., IlddllgD avi¢. 111.[I)19�11 Lad I44tf154a 3trilb Fbn/Vs Fivd ml9e I� n e,n• „b w JJ Morhontal m Varfleml Tub o rdom Breckel 14$9 �,...; . 11A tl•1Alt4b6 end 14d0J15i) Ser11a Vortlaml Tube Mu" 8raeket 1444 . C�,r i�.. �I r �Jb FtangotharmaMN 1445 golly v0delosl Awsm 4 Pill xh Y,r tr'i,l •r•; ,r , r:;>I,: win Jew•. '• Firt A:;dz � r/;? to Uaer'inq� G.A. 1 comPARATIVE 44ALYSIS & TAFCON ANCHOR _L_0_C5kMN-CHART SHIM. AS REO'D ONE BY WOOD SSB ANNEALED 3 ANNEALED (SEENOTES) BUCK BY OTHER CALL VANDOW CUSS DESIGN GLASS DESIGN TAPCON ANCHOR LOCATION - SUCK WIDTH 1 1//4' MIN• EMF3EDMENT SIZE SIZE (IiJCHES) PRESSURE PRESSURE LOCATIONS BY WOOD INSTALLATION ANCHOR FLANGE -TYPE F[�� CAFACNT' IN PSF CAPACITY TY -PSF SUCK BY OTHER WINDOW FRAME SHIM AS REQ'D. 12 r 19 1/a x 2e -s9 -W - -209 u-209 A.0 F4NJ CAULK BETWEEN JAMB (SEE NOTES) FAKI SUCK CAULK BETWEEN I,INDOW 6Ut7C MASONRY OPENING ;i-�c d i4 1 144 +o +�. w e� 1/0 54 8/8 -se -.. - a -53 -ic4 -750 -+d4 -184 Ac aC FGN,I F,4KI FLANGE k WOOD BY OTHERS 19 % A,4 56 O/H -32 -52 -147 -147 A. F.G2KI 1 14F6 19 z 1/6 z B3 -45 -45 -732 -132 AC 0.E.F,CJ1,1 Q 10 17 10 1/6 x 72 19 1/8 x M -40 -110 -1C4 -NS -104 AC AC D,E,FOfU C,EF."J I 1 1/4- MIN. -�` INSTALLATION IH2 26 1/2 x 20 -e7 -07 -134 -136 aC F,C,N.I 4 4 ENBEDMENT i� ANCHOR 1M3 2B 1/2 X 36 3/8 -W -56 -109 -,OR AC F,4Ki a PERIMETER CAULK CAtJlX BETWEEN +N4 iH4h4 1HH3 20 1/2 x W 5/9 1e t/z x 54 s/B 26 i/2 x 56 5,78 -47 -44 -43 -47 -44 -43 -,DI -1 OD -100 -1D7 -10o -100 AC Ac AC FEW FEW BY OTHERS \LOCO BUCK $ 1110 26 1/2 x &T -40 -4O -7 -91 ae F,4W WINDOW WIDTH MASONRY OPENING 1H5 2E 1/2 z 72 -- ^IO -79 -79 AC F4HJ BY OTHERS 26 t x Bf -E6 -68 AC F,4HJ 30Q 30 1/2 x 20 -59 -50 -113 -113 AC F.G.NJ FGK! PERIMETER CAULK •F�- OTHER EXTERIOR ERIOR BY - _ ' _ .. _ - .. ' /�,.� � C13 . 4 -_ 3m�w4a,; 30 1 x 35 3/6 30 1/2 • 50 5 - .30 //z .-X 64 5/rod -47 --+o -47 -40 -80 -n -88 -n aC ac F•GJU WINDOW k_� WOOD BUCK x' 30xfts' 30I x 558/4 "i 53 . !C -40 -N -40 -76 -76 -76 -79 AC AC F4/1J F,GJU 30, 3L" W 1/2 z 72 -40 -40 -71 -71 AC F W _ SECTION 2 - - - - " F4NA 22 23 37 X 26 37 % b 3/6 -5T -40 -51 -40 -® -87 -59 -57 AC a0 FGJU F W 24 37 X 50 5/8 -40. -40 _57 _ -57 AC F IHJ WINDOW WDH. - 2444 241:1 37 % 54 5/8 37 X 35 5/8 -10 -40 -40 -40 _w -55 -53 -55 AC AC aC F4HJ FO.H.J FG.HJ EXTERIOR wt4m SILL PERIMETER BY OTHER PRE OAST SILL a . BY OTHERSCAULK BETWEEN WINDOW FLANGE a PRE CAST SILL WITH EM WLK 116 .ADHESIVE CAULK OR SECTION 1 APPROVED EQUAL GENERAL NOTES ,) SHIM AS REO'D, AT EACH NSTALLAMON ANCHOR WITH LOAD BEARING SHIM, MAX ALLOWABLE SHIM STACK TO BE 1/+- 2) WINDOW FRAME MATERIAL, ALUMINUM ALLOY 6063 3) CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS,SILL MUST BE ATTACHED TO THE SUBSTRATE Wi TH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VULKIM 11S ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTERER'S RECOMMENDADON 5) CAULK FOR PERIMETER SEAL AROL)ND EXTERIOR OF VANDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTIR .E1300 CLASS CHART SINGLE GLASS IS SHOWN.SS INSULATING GLAIS ALSO QUALIFIED. I 23 37 x 113' 37 X 7 -40 -40 -40-5 -40 -32 _.w -53 AC F4N1 C 29 27 SI x -52 -52 AC FG.NJ _ D E 4229 4235 4250 424i-4 42 X 25 42 % 30 3/8 42 x 50 6/8 42 x 54 5/5 -40 -40 -40 -40 - 2 -40 -40 -40 -49 -40 _40 -40 -4a -40 -40 -40 aC AC aC AC F4K1 FE;FU FQW FA4 JJ 42443 42 % 5: 5/6 -40 -N -40 -40 A.0 U F..4 4263 42 X 53 42 X 72 -40 -40 -40 -40 -4D -40 -40 -40 AC F4HJ J K 4271 42E4 42 X 64 -40.... _R, -40 -40 AC F.G}IJ F,aJU 467E -40 -40 AC 4636 X 38 3 46 X 35 -40 -40 AC F4NJ / 4650 454+5 0/5 46 X 50 5/5 46 X 54. 5/6 � _40 = = A. F.GAI F,4W 44WJ 4e X SS 5/5 46 X 63 -40 -40 -40 - - AC • F G.W FCJU 4663 46n -40 _ _ - - AG FqW 32 33 53 '/a x 2E 53 1/6 z 25 3/6 -45 -4D --45 -40 - - - - AC AC FEW F.GJU F G 34 3444 63 1/6 x 60 6/6 531/6 x 54 5/8 -40 -40 -40 -40 - - - - AC �. F.4W - 3446 53 1/8 X 66 6/0 -40 -40 - - AC FEW F.O.NJ 35 35 " 1/6 x E3 53- -40 -40 - - AC FJ4U N.m 1) THE ABOVE ARE FOSR1IE ANO NEOATIE SiRU01URAL SON LOADS FRCY COMPAtUTiI'E ANALYSIS t HAVE NOT 9Ql CAPPED BY R1SlTS GF 1W17FA PFJSTlTAtAN(F TMIND. WERE TIM WATIIi RE.95TANO, TEST REOlW UMff OF 15% OF DESIGN L0AD3 APPLIES POSITIVE DM(OW LOADS WUL BE LINKED TO 40.0 PSF DUE TO WATFN TEST PRESS'" OF GO PS ACHSVED M TEST. 2) IHSTALL.TOIC FLANGE FVAYE WU'OOW IN WH'RETE OR IAASWtRY OP0R1a Ug 3/16' CU. TAPOON ANCITOW OF SJFFTCONT L OMH TO PROMDE 19T4.1-1/4 DADEDUE ENT WM &JBSTRATE \ (y LJJJJ AT LOCATIONS 1340M ON CHART. 5 E F [ ' a � 9? S nAMONS FCR KEY TO TUSTCD LOCATIONSAPcON W+"..Y.W. GNART, USE ANCHOR WANTRY LISTED DE40N PRESSURE RMIX - JJ YIN TEXT LARGER SEE FOR TIE APPROPPIATE * * '�- YLA JOB 4-D2,8 ELEVATION No. 42371 YOOSEF LAVY, P.E. VIEWED FROM EXTERIORS 9 CONSULTING EN7NE R m I a.* m ..F, V ,i101.7A a. slow •I Ak& U 7ss, . i O STATE OF 2550 FQ\EST LAW, SSTE 1106 DAt.V3, TO" 75243 ASSEMBLY DRAWING AiJ T. (214WZ-000 R(214�N OO57 SEISES 14W/T5W/`I J MOLE HUM WINDOW ••A'P<ORL�P'�V JJI" J O ` AR IP I NIA hB,;;;ZT`,,_,, L �� 12/O6JOJ 7, y , _ INSTALLATICN ANCHOR. CAULK BETWEEN WOW g — BUCK 1WiDTN— ONE'13Y WOOD BUCK BY OTHER BUCK MASONRY OF SHIM AS REQ'D. BY OTHERS (SEE NOTES) - FLANGE TYPE CAUL. BMrCEN VANDOW - I✓a WINDOW FRAME FLANGE & W)OD BUCK Q 1 1/4' MIN. a ENSEDMEN-r JAMB - - / GLGAZING (TYP / SEE PERIMETER CAULK BY OTHER YEN O FRAME hIEADF 9-RM AS REQ'D (SEE NOTES) EXTERIOR F3UCK HEIGHT NW7NDDOw FRAM I SILL I PERIMETER CAU ' BY OTHER p MA.RBEL SILL STOOL BY OTHERS PRE CAST SILL Q . " . BY OTHERS' .. CAULK BETWEEN WINDOW FLANGE -& PRE CAST y nMTH 1pa_1rn4 116 ADHESIVE CAULK OR SECTION 1 APPROVED EQUAL GENERAL NOTES - SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX ALLOWAB1E SHIM STACK TO BE 1/4'. WINDOW FRAME MATERIAL ALLOY 6063. CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS SILL LIUST BE ATTACHED TO THE SUBSTRATE WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EQUAL APPLICATION OF VJLKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURES'S RECOMMENDATION. " CAULK PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM EIZOD CLASS CHART. THE ABOVE ARE POSITIVE & NEGATIVE STRIJCTURAL DESIGN LOAD FP.OM ICLMHPARATNE ANALYSIS M HAVE NOT BE'EH CAPPED BY RESULTS OF WATER PERFORMkNCE TESTING, WHERE THE WATER RES'STANCE TEST REOUIRE ENT OF 18 X OF DEMGI4 LOAD APPUE. % POSITIVE DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.D PSF DUE TO WATER TEST PRESSURE OF &O PSF. Ad4fEVE9 IN Tr'ST. INSTALLATION OF FLANGE FRAME WINDOW IN CDNCftETE Oft 41ASCNRY OPENING USE 3/16' DIA TAPOON ANCHORS OF SUMO 4T LENGTH TO PROVIDE MIN. 1 1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. SEE ELEVATION FOR KEY TO TAPCON LOCATIONS, IF EXACT WINDOW IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY USTED WITH NETGT LARGER SZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D_ - C.NE BY WOOD BUCK BY OTHER 1 1/4' MIN. E7,1BEDMENT INSTAJL'1THON a ANCHOR N07E5) �_. CAULK SETYIFiN PERIMETER CAULK a WOOD BUCK & BY OTHERS MASONRY '�=ING BY OTHERS WINDOW MOTH EXTERIOR CAULK BETWEEN MNDOW FLANGE —. - WOOD BUCK - - -- SECTION 2 VINDOW 1 MOTH, _ A D BI D E WINDOW � H�G-iH . G T —� ELEVATION VIEWED FROM EXTERIOR 1 �SEF t Iiiil / IA [G-A. 2 COMPARATIVE ANALYSIS & ANCHOR LOCATINd CHART l'3118 SSB ANNEALED 3j16 CLASS WINDOW GLASS DESIGN DESIGN TAPCON ANCHOR LOCA1104 SIZE (INCHES) PRESSURE CAPAgtt LN PSF PRESSURE CAPAOTY IN PSF LOCA11ONS _� 12 $. 16 137 -137 19T - -1� HEAD A'� FAHJ 12 X 24 M -80 Im —160 A.8 F.G.HJ 12 X 30 74 -74 160 -1W FGHJ ARF,GHJ 12 -6a at -61 144 -144 1:7 -137 AB f,GHJ AA 12 ;G 48 -_ - FAHJ 12 x c0 12 X 72 57 _ A9 16 x in l0a -108 151 -1R1 - AC FgHJ to X 24 69 -80 .35 -135 AC P,GHJ P,GHJ le: 30 03 -50 U3 -123 AC F.rJHJ to % 36 41 40 -41 -4o 1:a iC$ -116 -i Oo AC AC F,GH.1 A.0 ,a40 'C 60 A•C F,4HJ 24 K 16 e9 -59 135 -735 AC 24 K 24 a3 -15 /20 -120 AC iH. 24 K 30 44 ^14 tOD -100 AC F.GJi� 24 K J6 6e -8�6 AC FAA 24 X ld 440 40 -40 -40 _ - AC F,r44J 24 X 80 24 X 72 40 -40 AC F.G1il s? X 18 4) -47 tZD -;10 A.0 FGHJ 32 X 24 41 -41 96 -9s AC F,G11J 32 X mM -40 al -61 AC F,G.YJ FAHJ m X aa 40 40 -40 62 -30 -50 AC AC F,O,HJ 329 48 40 -40 - _ AC FAIV 32 K w 3T X 72 AC FKt 36 X IIIs1 -i: 116 -119 A.0 FAHJ 36 X 24 40 -40 -07 -97 AC F,GHJ 3e K 35 73 -73 AC F,C,HJ Z5 x 30 - .-' -40.. ::.. 82.. -48-- -42 -46 AC AC FAHJ 3a X 48 FAHJ Za K PA 38 % m 40 40 - _ AC fAw 4a X 16 40 -40 Tw -10a AC F.CG=H.( 48 X 24 W -40 O4 -ca AC 46 X 30 40 --40 02 -52 A.0 FGAu F.CAI AS x 36 40 40 -40 -42 4a 40 -48 -40 AC A.0 F. 90 K 4a 40 -40 - A.0 F.r AS X 60 48 X 72 40 -40 _. X .. co X 2A ._ 40 ._ -40 60 -._ -6a AO A.0 F.W11 F.C,HJ F.CAI - 80 X J0 40 -40 40 -40 A.0 F.GILI 60 4 3a 40 -40 -4O 40 40 -40 -4D AC AC F.GHJ 80 X 4a 6D X 60 40 40 -40 - - A.0 F,CVJ 72 K 16 40 -40 101 - -101 AC F,rHJ % 24 40 -40 01 -61 AC F,C,RJ 7Z K 30 40 -40 40 AC FJ:.HJ 72 X 3a 40 -40 b 4o _40 -40 -I0 AC A.0 FG14 72 X W 72 X 60 10 40 -40 -40 _ _ A.0 F.GHJ 04 X to - - 94 -79 - AC F.C.HJ - - 48 --46 AC FAHJ 64 X 24 - - 40 --4D AC Fo,NJ 64 X 30 _ _ 40 -40 AC M { 30 64 X 40 -10 AC F,GHJ 9a X 1a 99 % 24 _ - _ - 96 45 -98 -46 AC A.0 FGNJ FQlil 9a x 30 - - 40 -40 AC F,CJi1 9a % 36 - - 0 _0 A. A'c FG14t va % 4a -40 r •�B #04-0210 No. 42371` YOOSEF LAVY, P.E. p w CONSULTING ENGINEER i O •• STATE OF 4' " 9000 FOREST LANE, suTE / 1w OALIAS TIXAS 75243 �tAr'nxr,S'•.'c<ORIL?P'•r.(2 0-14)34D F:(214)340--OC iiitlX1O NAL ~ 1011 [ CRJ4 m• LSCd6.i IX 7'AW1• PA 6. 611472 • a6A R 7i1fl ASSEMBLY DRAWING SERIES 1450 TOL Fj=RE *NDOM r. -AR IP K/A I I� --- �� N 1 t2110/OS �RSfAU7K'FtI '14bD 7[M. I SHEATHING BY OTHER INSTALATION ANCHOR \ FIN TIPE MINDOW FRAME HEADER CAULK BETWEEN FIN & SHEATING I" MIN EMBEDMENT - L-t NNW TYPE FRNDNE GILL X WOOD r2 BY OTHERS ! CAULK BETWEEN FIN TYPE WINDOW FRAME WINDOW FlN do SHEATHINGS JAMB 1"MIN. _,r• + EMBEDMENT SHEATHING BY OTHERS WINDOW WIDHT-`I t EX�RIOR PER. N7NDOW _ WDH. W T ®1 21V AX. O.C. /// HGT. IEIER CAULKK THEIR SHIM IF REO'D INSTALATION ANCHOR CAULK BETWEEN VANDOW FIN de SHEATING ` `a��aasaaaat F C tttttri — e 1� ' • `ei� A'f' SHEATHING 6Y OTHERER 1" MIN. 07 EMBEDMENT 1 No.42371 i - -- 0 •, STATE OF : • _ A�F 'r f Ittt �tQ ti ♦aaa� a`` C'-A. 3 —T0 ARA11VE ANALYSIS & TAPCON ANCHOR CHART WINDOW DESIGY PRESSURE NO. OF .M INVIAL SIZE INCHES CAPACITY IN PSFREQTL IN FRAME REQb. IN FRIA M11DN7 EIGHT EXTE7IOR HEAD LL - 0 /H HEAD SILL 0 FA 4" 16 x 30 109 109 2 2 2 2 2 3 16 x 40 83 83 2 -22 2 3 2 2 3 3 16 x 50 83 63 3 2 2 16 x 60 50 50 2 2 3 2 2 3 20 x 30 88 68 2 2 2 2 2 3 20x 40 73 73 2 2 3 3 2 2 2 2 4 4 20 z 50 59 59 2 2 4 20 x b0 48 48 2- 3 2 2 26 x 30. 57 57 2 2 2 2 3 2 2 2 2 2 3 28 x 40 28 x 50 52 -48 52 48 2 11 2 3 2 2 4 28 x 60 C. 40 40 2 2 3 2 2 4 30 x 30 - e_-=52 " .,2 2 2 2 2 2 30 x 40 - iC ?: 'j�.� '."'2.- ..2_. - 3. 2 2 3 30 x 50 43 . 43•" :. -2..,- 2 - ...3 .. 2 2 4 30 x 80 40. 40 2' .2 3 2 2 4 - - 38 z 33-: '.41 - 41 .. 3 3 2 2 38. z�1a1~` �. 40 . 4032 40 3 3 3 4 38 x 60 40 40 3 3 3 5 40 x 30 40 40 3 3 33 3 J22 3 2 3 40 x 40 40 40 3 340 40503 z 80 40 3 3 3 5 53 x 72 40 40 3 3 4 7 GENERAL NOTES:. - 1) SHIM IF REQUIRED FOR LVEUNG. m 3j WNDOW vonuc MATEwA AL 0. Snci CAULK BEHIND W14DO'W FIN AT HEAD ,SILL & JAMBS EQUALLY SPACE 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE ANCHORS (TYP.) 5) GLASS THICKI4ES5 MAY VARY PER -IHE REQUIREMENTS OF ASTM E13O0 GLASS CHART, SINGLE GLAZING IS SHOWN, INSULATING GLASS -IS ALSO OUALIFTED 6) WHERE WATER RESSiANCE TEST REQUIREMENT OF 15% OF DESTG'N LOAD APPLIES POSITIVE DESIGN LOADS WILL BE UMITED TO 4D.0 PSF DUE TO WATER TEST PRESSURE OF 5.0 PSF 7) ACHIEVED IN TEST. INSTAU.ATi11 FIN FRAME MNDOW RV WOOD FRAME OPENING WHIT TWO BY MOOD STUDS USING .090 RICH. DIA. NAILS OR fS SCREW OF SUFFICIENT LENGTH TO PROVIDE MIN.i" E]18EDMEN7 8) INTO SUBSTRAT-. IF EXACT WINDOW SUE IS NOT LISTED IN ANCHOR CHART , USE ANCHOR QUANTITY LISTED 1 WTH NEXT LARGER SIZE• iL- 6" MAX.(TYP) YtA ,t08 dO4-021a +�.,,r { YOOSEF LAVY, P.E. a' CONSULTING ENGNEER _ payo ,ems, LF 1 5"A4AX.(TYP). I 0550 FOREST LAVE SUITE / 106 toot W. Daub, R.I. • Ccr d1w. TX 7%0 • F.D. Bm 81-= • Ddm V ISM DAD!$ TE)(- 7:243 ELEVATION VIEWED FROM EXTERIOR ASSEMBLY DRAWING SERIES I100/1900/1970 SINGLE HUNG WNDOW Qi!(D. SLrL. AR IP N/A N�wo� I� I 12/11 /03 I B INSTALATION 1100 2 X %DOD 6Y aDas I MW. EMBEDMENT (SEE OHART) T_ FA31 m -- m SCHEMAL 1934 SA3 �-CXAK! time NMB � i4W11EfER LA1Ax BY O1NEA �Cyi R X aD00 Jill] er cmans I —ty\ 1207 FD RAIL -21 LCCI( RAL vortical section ^,7 SECTION 1 _2XW BY OTHETS MIN. EMBEDMENT (SEE CiARy .210 FDI— 100' INTERNAL M'JLLx'Nt8Yt0i Hortzontpt AFRYETENCALLIt- SECTiON 2 socao6 BY°7Hm WINDOW INDH G.A. 3/A =� - -, tyyp7 1iWl:`3i aF %a SLV: Y. N�6(6A 6 Ct:'.L ,N,tL9 � OE997 PIS34Ji COA.71Y 0-7) Y imm1Y 2uc�rmn — ti-' waw esp�ax:t 140 ii1Y HF SILL ATE F, SAl A.T E98 I;ua T ZkW JAMB ]e X 3R _a0 2 2 2 a a 4 36 X 44 -DD S 3 2 'l 7 S Jb x w -90 3 ] 1 7 7 a w X 82 -'A 3 3 2 a a a ,% a0 -a0 3 3 2 a a 6 w X n -70 3 3- 3 10 10 a w x b -Op 3 J 2 8 a 4 4a X µ 3 J 2 a a 3 w z w -a0 4 4 2 10 10 a w x n -60 - 4 4 3 10 10 7 w X [D -76 4 4 3 51 11 6 4a x n -61 4 4 3 10 10 a 36 x 36 -D'+ 3 J 2 9 a 4 y_. x µ -a0 4 4 2 A 11 a w x 4a -a3 L 4 3 12 12 1 6a X a0 — Ja .. - 4 q J `: '." 12 -_ .12 9 . w x 3a -en r-• 2 10 10 �4 12 aD x. -a1 3 e 3 —.3 13:' -is_ 7 ee z I-7a s s ;.7s " a a0 x so -03 4 4 Y a0 X n -52 4 4 r- _, T f1 w X 3! -a0 S 2 12 1R b as x 44 -77 6 3 2 13 1] a ea x w -74 a a 3 13 13 7 M x Y -n a e 3 14 14 7 . x y0 -9( a a 3 t3 i] a as x n -4B 4 4 3 12 12 a n x> -77 4 4 2 13 13 b 72 x µ .-->� B a 2 13 13 a 72 X w .=�a'• I..ff...._._;. a e 2 13 13 e 72 X 3 -aa - -_ '— a 3 3 t3 13 7 72 % a0 -OR a a S t4 14 a n% n -4a 4 4 a /M1'4- TGENERAL N07ES: iZ' O.C. i) SHIM AS RcGUIF'J:D ADJACENT 1D EACH INSTALLATION ANCHOR WITH LOAD SHIM IAAJL MA (ITYP). x .1LLOWARLE SIaM STACK TO 6E 1/4'. 2) WINDOW FRAME MATERIAL ALLOY LO63. EQUALLY SPACE 3) USE CAULK BEHIND V N'DOW FIN AT HEAD, S1, k JAMES: WINDOW C C ANCHORS (TYP.) 4) USE CAULK FOR PERIMETER SEAL AROUND EXTMOR OF WAIDOW FLANGE HGT. 5) DESIGN PRESSURES SHOWN ARE BASED ON MULLION CAPACITY ONLY. DESIGN PRESSURES FOR GLA: THICKNESS MUST BE DETERMINED PER A57M E13DO GLASS CHART AND THE SMALLER VALUE MUST BE USED FOR DES-IGN. g) WHQRE WATER RESISTANCE = REQUIREMENT OF 15X OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS YALL BE LaJ1TF:D TO 40.0 FSF DUE TD WATEP..'EST PRESSURE OF 6,0 P97 ACHIEVE FN TES 7) INSTALLATION: FIN FRAME WINDOW 94 SPRUCE PINE nR (SPF) WOOD FRAME OPENING WITH p TWO BY WOOD STUDS, USING 0.113'0 NAILS OR pJ SCREW OF SUFFICIENT LENGTH TO PROVIDE MINIMUM EMBEDMENT SIZE INTO OT LIS.ETZED A3 SHOWN ABOVE_ IN E ARCH 8) IF EXACT W1ND0W Si?E IS NOT LISTED IN ANCHOR CHART, LICE ANCHOR QUAN71Tf LISTED yRWITH NV(T LARGE-'. SIZE. L 1I 4 YLA JOB 0.3-325 rH- +I�•r �, LLgJ' "fOOSEF LAVi, P.E. =-U�. y n 6' MAX_(TYP) �• rr V�1460 o NO. 12371 . CONSULTING ENGINEER 'IDD1 W. Cr� Ri - Cm 6.6 TX 75WB-PA B.X Big= - Lola, tx VW z 9550 FOREST IANF, SURE 1108 + DWAS, TOW 75M ASSEMBLY DRAWING f-6'MAX.(TYP). ♦ - SERIES 1900 (MULL) / 1100 (MULL) / 1970 (MULL) O STATE OF T. �214940-DOO ♦ F. (214)i40- .V ♦ ? •. CONTINUOUS HEAD h SILL SINGLE HUNG (a�0c rimhs ♦i, �n^••:cf OR 10A,• V == ELEVATION ,,FI s, a.- ' A/� oosx "N/A Al VIEWED FROM EXTERIOR 1"'/ N�«4rrrrr�' A 0r O+re MIALAIILN I" NU4 OB/24-/03 B iiw VLSI, t 1B70 ►t1LL SHEATHING CAULK BEiWtEN FIN BY OTHER & SHEATNG 1' MIN —i INSTAL.ATON i ~EMBEDMENT ANCHOR I PEFEi CAULK OTHER aY oTHEre BY — FIN TIPE WIDOW FRAME HEADER GtAZNG Tln-q _ (SEE NOTES) W INDOWEXTEYP£ HEIGHT WINDOW FRAME SLL - ROTHERR CAULK BY :I ""'-SHIM IF REO'D INSTALATON � ANCHOR SHEATHING CAULK. BETWEEN BY OTHER t' MIN. WINDOW FIN k EMBEDMENT SHEATING SECTION 1 NOTES: 1) THE ABOVE ARE POSI7NE & NEGATIVE STRUCTURAL DESIGN LOADS FROM COMPARATIVE ANALYSIS AND HAVE NOT BEEN CAPPED BY F,ESULTS OF WATER FIMFORMANCE TESTING, WHERE WATER RESSTANCE TEST REQUIREMENT OF 15% OF OMIGN LOAD APPLES POSITNE DESIGN LOADS WILL BE LIMITED 70 40.00 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) GLASS TFfiCKNESS MAY VARY PEP. REGUIRSS _MENTS OF AMW E1300 GLASS CKART3. 3) INSTALLATION FIN FRAME WINDOW IN WOOD FRAIVE OPENING WITH TWO 3Y WOOD STUDS USNG p a SCREW OF SUFFICIENT LMGTH To PROVIDE MIN.1' EMBEDMENT INTO SUBSF TE OR 0.090 ILS IN DI/. NA 3) IF EXACT WINDOW SZE IS NOT USTED IN ANCHOR CHART, USE GUAN7ITY LISTED WITH NEXT LARGER SIZE 7 SHIM IF REWIRED FDR LEVEUNG. 5) WINDOW FRAME MATERIAL, ALUMINUM ALLOY 6063, F) CAUL( BEHIND WINDOW FIN AT HEAD, SILL & JA.MSS. 3) CAULK FOR PERIMETER SEAL AROUND EXTERIOR CF WINDOWFLANGF- CAUL( BETWEEN FIN TYPE MNDOW FIN do WINDOW FRAME HEATiING JAMB __. AEMBEDMENT 24 ' O.C. MAX. (TYP.) WINDOW WIDHT ) IN ION. ANCHOR ;`FXTERIOR PERIMETER CAULK BY OTHER SECTION 2 WINDOW WIDTH. 1 0 6- MAX. (TlP.) ELEVATION NAEVdED FROM EXTERIOR C, _j 1 2 -_ LL ANCHORS (rn'.) 6' MAX. (TYP) G.A. 4 COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION WINDOW SSEI ANNEALED GLASS DESZ,N 3 16 GLASS DESIGN NO OF 0C90CrlA SZE PRESSURE NO. OF 18 SCREW REOUIRED IN FRAME NAPS REQUIRED (INCHES) CAPAC+TI' 94 PSF CAPA3TY IN PSF IN FRAME. .`20 X M 4a ♦ -4e im -10e 2 2 2 2 2 4 20 X 4040 -40 of-ae. 2 2 2 2 6 2D x 48 40 -w e2 -6: 2 2 2 x 2 3 20 x SD w -b a] -67 2 2 2 2 2 5 20 X 60 00 -eD 2 2 2 2 2 6 30 x 30 w -40 67 -07 T 2 2 3 3 3 30 X w w -40 - 64 -64 2 2 2 3 3 4 30 X 48 40 -40 52 -52 2 2 2 3 3 4 30 X SO 30 X W 40 b -40 -40 50 1 w -FD --40 2 2 4 2 2 2 3 3 3 3 4 4 - 30 X W b -w 73 -73 2 2- 2 4 4 4 36 x w b -40 57 -ST a 2 2 4 4 4 w x 46 w -40 b -4E 2 2 2 4 4 4 36 x 50 40 - 45 -4s. 2 2 2 4 4 4 36 x so 40 40 -4C 2 2 2 4 4 5 w x 30 40 �- - ". 64 -64". 2. :- 2 2 4 { 4 40 X w 40 -4O 33 -32 2 2 4 4 4 40 X 48 40 -40 48 -45 2 2 2 4 4 4- 40 x 50 w x 60 b 40 -b -w 44 40 -44. -40 2 2 2 2 2 2 4 ♦ 4 4 4 5 48 X 30 w -40 52 -52, 2 2 2 4 4 2 46 x 40 w -40 45__ 2 2 2 4 4 3 4a x w b -40 w -40 2 2 2 4 4 4 4a X M w -w 40 .4G 2 2 2 4 4 4 49 X W 40 -40 w -44 2 2 2 4 4 5 60 x 30 b -40 w -50 2 2 2 4 4 2 60 's 40 - 40 -40 44 -44. 2 2 2 4 4 3 >D X 4a w -w w -4C 2 2 2 4 4 4 30 x A so % 6o b b -b -40 w 40 -4C -w 2 2 2 2 2 2 4 4 4 4 4 5 sox 30 w -40 40 -w 2 2 2 e e 2 80 x 40 40 -40 40 -w 2 i 2 2 e 6'{ e0 x 45 w -40 40 -4U 2 2 2 5 6 '4: - 60 x 5o 40 -4040 -40 2 2 2 6 e a - 60 x 60 w -40 40 -40 2 2 2 e 6 e 70 X M 40 -40 b -40 2 2 2 7 2 70 X w 40 -b 40 -w 2 2 2 _7 7 7 3 70 x 48 40 -40 40 -w 2 2 2 7 7 4 ro X b 70 X so t 40 w -40 -w 40 40 -40 -40 2 2 - 2 2 2 2 7 7 7 - 7 4 a 72 2 w 40 -40 40 -40 2 2 2 D 6 3 72 x 18 0 -40 w -40 2 2 2 a 3 4 T4 X 30 40 -w 40 -40 2 2 2 a a 4 72 x 60 40 -40 w -40 2 2 2 a - a a 60 x 30 - - w -40 2 2 2 a a 2 W X 40 - - {0 --40 2 2 2 7 7 J W X 4e - - 40 -40 2 2 2 a e 4 60 x 50 _ _ 40 -40 2 2 2 a a 4- 00 % 30 - - w -40 2 2 2 7 7 2. BO ( - - w -IC 2 2 2 a 8 J 90 - - 40 -40 2 2 2 v 9 -4 YO - - 40 -40 2 2 2 10 10 4 9a I - - 40 -40 2 2 2 7 7 2 - - w _ 40v - - - CSEF L�4 ix3 •, `F, � °� No. 42371 YLA JOB ¢04-02IC YOOSEF LAVY, P.E. r CONSULTING ENGINEER iPlt T. W4f lL•OmEaE 7401•t4 B¢alR, C•si3➢ 75171 •••. vSSo ioREST LANE, SURE / 108 i STATE OF '• "' ' °°� '• F1 • ?� OALLA4, 110:AS 75243 T. (214)340--OON] F:(214)340-0M7 ASSEMBLY DRAWING SINES 11M TOL PIGNRE UNDOW i fl R a'v jji" J.S % • ..... • D h%A � `ill/ NAL�``1 AR IF o,e Inc+;_ nrxe onre 12/10/03 13 INSTAU770q T,0010L TWO BY BUILD CAULK BETWEEN FILlERSTRIP DOWN BY OTHERS & BUILD DOWN BY OTHERS CAUUC P,ETWEEN 1 WINDOW FLANGE {1 & FILL STRIP- 1 1/8- MIN EMBEDMENT SHEATHING BY OTHERS- _ PERIMETER CAULK FILLERSTRIP BY OTHERS. BY OTHERS SHIM. AS REQ'D. FLANGE lY^E WINDOW FRAME (SEE NOTES) HV.DER INSTALLATION ANCHOR. - �"...`•' FLANGE TYPE L"O'"�` I - E .... GLAZING (TYP. - HE � SEE NOTES). WINDOW FRAME SILL PERIMETER CAULK - BY OTHERS- LK BETWEEN WINDOW ANGE &WOOD BUCK- d `� 1 1/4- MIN b EMBEDMENT CAULK BETWEEN WOOD BUCK &J I-INSTALLA' MASONRY CPENI.NG BY OTHERS ANCHORS SECTION 1 a. — '.A. 5 GENERAL NOTES: i) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIM. MAX. ALLOWABLE STACK TO BE 1/4'. - 2) WINDOW FRAME MATERIAL .ALLOY 60E3 3 CAULK BEHIND WINDOW FLANGE AT HEAD, SILL & JAMBS. 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. - 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHART SINGLE GLAZING IS SHOWN, INSJLdTING GLASS IS ALSO QUALIFIED 6) WHERE WA TER RESISTANCE TEST RECOiREMENT OF 15% OF DESIGN LOAD- APPLIES, POSITIVE DESIGN LOADS WILL LIMITED BE LIMITTO 40.0 PS, DUE -TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7) 13/16' TAPCON 4_'E INSTALLATION ANCiUR MUST BY OF SUFFICIENT LENGTH T6 PROVIDE A MIN. 7-7/4_ EMBEDMENT INTO SUBSTRATE f8 INSTALLATON SCRE AT HEAD AND JAMBS MUST BE Q" SUFFICIENT LENGTH TO ACHIEVE 1 1/e' MIN. EMBEDMENT INTO WOOD FRAMING 3/16- DIA. TAPCCN ANCHOR & p3 INSTALLATION SCP.EW TO SE PLACED 6' MAX FROM CORNERS & 24' MAX O.C. MAX. OM%1124. 6) BUILD DOYM AROUND THE CURT& PORTION OF WINDOW FRAME TO BE E24GINEEFED BY OTHERS BUILD DOWN MUST BE 01.7 SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE, 9) o-EVATIONS SHOW COMMON CONFIGURATIONS IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS THIS SHEET APPLIES TO ALL CONFIGURATIONS OF FIXED W;NDOW FRAMING SYSTEMk WINDOW SHIM AS REO'D (SEE NOTES) FLANGE TYPE 1 1/4 MIN. FRAME JAMB EMBEDMENT GLAZING (TYP) SEE NOTES P INSTALLATION ANCHOR. CAUL BETWEEN WINDOW FLANGE SHEATHING [ a 4 ONE BY WOOD P RI1AF8'CAULK,. BUCK BY OTHERS. O i ERS' .• CAULK BETWEEN WINDOW FLANGE & WOWZBUCK. _ .. SECTION 2 ELEVATION ELEVATION VIEWED FROM EXTERIOR VIEWED FROM EXTERIOR 05EF L YLA JOB i 04-021F ,;,:,)"�'� '�(i �� Y00k' LAVY. P.E. i No. 42371 i CONSULTING ENGINEER �% J11 C .Lwyc f,as, Lv 9550 FOREST V4E Sa'iE If 708 foot W. Cr s IM • Cm¢ R TX 739D6 • PA Bar Blom • ooBa, A Z53B7 j p •'._� i •. STATE OF � DAL" ME S 75243 ': (21 �)34D-DOiB F: (2fS)310-0037 INSTALLATION DETAILS TWO BY BUILD DOWN � ��ji �r. •'FL ORI�P•• V?= jjj SS/ • • • • • SERIES 1450/1550/1570 DESIGNED PICTURE WINDOW �� CRN. CHKo AR IF SCALE N/A ��A���'� A11pY lcltPtR DATE 13 DIE NUXii7M 1 INSTALATON 1450 PWY 1` MIN. _ SHEATHING EMBEDMENT BY OTHERS. CAULK BEHIMC FlN PERIMETER CAULK BY OTHERS ---- FIN TYPE FRAME HEADER /J GLAZING OTES — 'SEE NOTES �J EXTERIOR ZA FIN TIVE FRAME SILL PERIMETER CAULK BY OTHERS VSTALATION ANCHOR CAULK BEHIND FIN SHEATHING BY OTHERS SECTION 1 t�QTE: 1) DESIGN PRESSURE CAPACITY OF WINDOW & INSTAL A17ON IS 40.0 PSF, 2) INSTALLATION OF FIN FRAME WYNDCW IN WOOD FRAME OPENING PATH TWO BY WOOD STUDS 0.099 RJCH. CIA NAILS. PLACE .099 NAILS 6' FROM FIN TYPE CORNERS MAX- & S' D.C. MAX. BETWEEN. FRAME JAMB—� J) FOR INSTALLATION OF FIN FWJl.E WINDOW IN WOOD FRAME OPENING Wi Ri '\ BUILD DDVt4 TWO BY WOOD STUDS, USING #8 SCREW OF SUFFICIENT LENGTH TO 'BY OTHERS PROVIDE MIN i' EMBEDMENT INTO SUBSTRATE PLACE SCREW 17 6 MAX. FROM CORNERS & 24' D.C. MAX BETWEEN. INSTALATION ANCHOR 4) SHIM'IF REQUIRED FOR LEWcUNG. 5) - WINDOW FRAME MATERIAL-• ALUMINUM ALLOY 8063. 6) CAULK BEHIND WINDOW . FIN AT HEAD, SILL S JAMES GLAZING T( P. 7) 8) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF VANDOW FLANGE SEE HOTS GLASS THICKNESS MAY VARY PER THE REQUIRUIENT'T-OF ASTM 1300 GLASS CHART. SINGLE GLAZING IS SHOWN, INSULATING GLASS¢0.0UALN�C-0 ;•_�._ EXTERIOR 10) ELEVATION SHOW COMMON CONnGURA110NS. IT;S NOT fNTENDED TO LIMIT ' _ USE OF THIS PRODUCT TO THESE TWO CONFIG&IRAT10NS THIS SHEET APPLIES E1 Y"- :•`"'-`" - BY c _.. WINDOW MYDTH BY CONFIGURATIONS OF FIXED PICTURE WINDOW FRA1IING SISTEM. 1' MIN. IF REQ'D I ELEVATION VIEWED FROM EXTERIOR 2 I ELEVATION VEINED FROM EXTERIOR t++i OSEF L + .r* All JCe ¢04-021E YYZZ i No.42371 . YOOSEF LAVY, P.E. CONSULTING ENGINEER j P i ••. 9M FOREST UAL SURE / 1011 i STATE OF Il'-�` �•FLORY�J,.•'? -DALLAS. XXAS 7M4.3 +J++ 1214)3{0-0069 F.(z4)340-0C + o N L •. f t 2 1 BY OTHERS —CAULK BEHIND FlN. INSTALLATION ANCHOR '.TER CAULK 149f R ✓ as • �i.Se, 13 zs�a •+d tv exan 77 7= ASSEMBLY DRAWING s3n� noo /Iv00�`:v7o Foxy alNoow o+w AR IP N/A i— roea OAi6 olc mP�oae 12/08/03 B RSVUTip+. 11aPW CAULK BETWEEN 1 WOOL) BUCK & — I L !•� M.ASQ,YRY OPENING ' BY OTHERS f INSTALLATION ANCHOR ....-__� 3/16- CIA. TAPCON SHO'AId CAULK 8FTAEEI4 WINDOW FLANGE — Woo) BUCK ONE BY WOOD - SHIM AS REO'D BUCK BY OTHER(CFF NnTF5).: ULK BETWEEN WINDOW \\4 MNGE & WOOD BUCK <9 PERIMETER CAULK-- ' BY OTI-ER Fµµ�LApNNaaGEyy TYPE F HEP.DEi I EXTERIO WINDOW HEIGHT 1 i FLANGE TYPE WINDOW FRAME SILL i PEPJM ETER CAULK—, �\ BY OTHER PRE CAST SILL B. OTHERS L SECTION 1 ..— 1 1 /4• MIN. EM EDMENT SHIM AS REO'D. _- FLANGE TYPE (SEE NOTES)-- `AINOCW FRAME — , 1/4"SHIM `HIM AS P.EQ'0. JAMB SPACE .WAX. --I I--r::::�,,EE NOTES) PERIMETER CAULK _% I I `, i �� 4 BY OTHERS '•11 -- NINDOW WIDTH.--------- t� EXTERIOR, 1 ANCHOR.. CAUL( BE Y.'EEN �. r11vF-IAISLILLATION _-, /,143 BIA:TAPGON-." CAULK 1?4 Y -EN MNDOW FLANGE 51dow WOOD BUCK &. 'NOD FUCK MASONRY OPENING BY OTHFRS SECTION 2 1 1/4" MIN. EMBEDMENT MAX. I— MAX. BUCK. HEIGHT CAJU< BETWEEN WINDOW FLANGE & PRE CAST SILL WITH VULKEM 116 ADHESIVE CAULK CR APPROVED EOUAL SER1E5 148E 158D/15BG HcRjZtWAL SUDINu" 1ffiN70W(FLANGE) COMPARATF& ANAJSIS & ANCHOR OUANHTY CHART iIANDOW SIZES - NUMB0, OF § 8 SCREW NUMBER OF 3/16' Q iA,pCONS T.T.T (INCHES) DESGN.PRESSURE REO'D. IN FRNJE I REO'D. IN FRAME CAPACITY IN pSF 7 MINIMUM EMBEDM6UT 11 1/4" MINIMUM EMBE;pMENT AT EACH AT EACH VIIDNT/HEtGH7 HEAD _ JAMBS HEAD JA if{g5 24 x 12 -80 2 2 2 2 2 2 24 x 24 -80 2 2 2 2 2" 2 24 x 36 -80 2 2 2 2 2 2 INSTALLATION ANCHOR 24 x 42 —80 2 2 2 2 2 2 -3/16- DIA. TAPCON 24 X ?� —50 2 - 2 2 2 2 2 :.r.D4ry 24 % 55 -80 2 2 2 2 2 2 CAULK BETWEEN 36 x 12 -80 2 2 2 2 2 2 `-WOOD BUCK & 36 x 24 -80 2 2 2 2 2 2 MASC'NRY OPENING 36 x 36 -80 2 2 2 I 2 2 2 BY OTHERS 36 x 42 -80 2 2 2 2 2 2 ONE BY WOOD 36 x 48 I -76 2 2 - 2 2 2 2 2 2 2 - : 2 2 2" . . BUCK BY OTHER 36 x 55 -E4 WINDOW 2 HEIGHT �24" O.C. MAX WINDOW _ ELEVATION MEWED FROM EXTERIOR \\\\\\\\5111t11 OSEF L f1e / rr Ar A No. 42371 O STATE OFNA L .• _ 48 x 12 -50 2 2 lam.. 2 - -2 2 48 x 24 -60 2 2 =2= 2' `-2 - •2 48 x 36 -81) 2 2 2 2 2 2 48 x 42 -74 3 3 2 2 2 2 4.8 x 48 -52 2 2 2 2 2 2 48 x 55 -52 2 1 2 2 + 2 2 2 60x 12 -80 2 2 2 1 2 2 2 60 x 24 - -50 2 2 2 1 2 I 2 2 60 x 36 -80 3 I 3 2 3 3 2 j 60 z 42 -66 3 ' 3 2 3 3 2 60 x 48 -54 3 3 2 2 2 2 60 x 55 -44 2 2 L 2 2 2 72 x 12 j -80 2 2 2 2 2 2 72 x 24 I -80 3 3 2 3 3 2 72 x 3E -80 4 4 2 4 4 2 ( 72 x 42 '.64. 3 3 2 3 3 2 72 x 46 ` 4w, 3 3 2 3 3 2 - 72 x 55 -40 3 3 2 3 3 2 GEN.,EAI NOTES:.' 1) S:U AS RMUIRM ADJACENT TO EACH I:STA lICR ANCHOR WITH LOAD SHN NAx ALLC'WAE:E SHIN S7ACx TO BE 1/4' 2) WNUCW fl.- N,•NIl1•JY A,. D 6053 3) CA u< E'1:v0 WY400W FLNIC-E AT HEAD ANO J.N S,LLL WQG- BE AT;ACNL0 TO THE SUBSTRATE WT14 W(1:Er I18 ARHESWE CALXX OR APPROVED EQUAL 4) CAULK PM4JETER "SEAL MIOUJID EXTERIOR OF 'ARNOOW ,TLANGE. 5) OEVG FAE�-'JRES S_ CWN ME EASED ON NUL'ON CWA07Y ONLY, EMGN PR(CBSJIES FOR GL+, THIOO4ES5 OUST BE DE7RI[NED PER ASTW -E1300 CLASS CHMT AND THE SNALIE4 VALUE NUSI BE USED FOR OESIC4. 8) N .ERE WA.e"Ei CSE::.NC TEST RECUIR.7IENT OF 15-- OF OEEh.1N LLAO APPUES, P0VPW DESGN LOA?E NLL BE umi-ED TO 40.0 P5F CUE TO WATERTEST PREbSTRE OF 6.0 PSF MNIE4TO IN TTST. 7T WI INSTARLAPOH FLANGE NDOW IN >FRUCE FINEe�R (ran WOOD FRAME U4NG SCREMS /. OF S.1 FICENT u4C1M :O PT RC\.DC VININUU LVEEZVZ INTO THE SJBSTFATE AS 340MN ABOVE I IN TAS..ES. BUT NO UOM THAN 24' GG 8) iNSTALLAJON OF FLANGE iRANE W!!?OW N CUICRE, OR MASONRY CFe`NING USE 3/18' Q TAPCG' 4 ANo-'2R5 LT IELFFICIIN LE'CR4 TO PROVIDE I—M 1-1/4• NT INTO SUESTRA.TE AT LOCAICNS SHOWN N CHART, BUT THAN 24' C.0 B) IF EXACT 'VM'DOW 92E 15 NOT UETM IN ANCHOR CHART, USE HONOR WA1.'TRi! LISTED WITH NEXT LARGER S M YLA JCB :403-401A i Y, YOOSEF LAVY, P.E. CONSULTING ENGINEER Gam wof Teas, LP 95M rORE5T W4E. SATE / T08 1001 W. Crosby H.- C4rr-.14m, TX 7S006 • P.D. Sax SIK;2 • E 4.f, TX 73j31 CALLAS, TEXAS 75243 11. (214)340-0049 F:(214)340-02E7 ASSEMBLY ORAYfiNG SERIES 148L/,t8O/I-9(J HCRIZONTAL SLIEER `Mt1OOY✓ V-'`•. CHxD �j SCALE A,R j la f N/A - DATE I^v N_77 ..A 03/31/05 I 12/08/03 !E3 INSTP.LLA211 1480 SH!M IF REQ'D. CAULK BETWEEN (SEF_ NOTES) WOOD BUCK & MASONRY OPINING BY OTHERS D TALLATION ANCHOR 8° 6 TAPCCN SHOWN D G' DNE'BY WORD BUCK BY OTHERi LK BETWEEN 'MNDOW VGE & WOOD BUCK d PERIMETER CAULK BY OTHER 7yp� FRAME—� WINDOW HEIGHT FLANGE TYPE WINDOW FRAME SILL PERIMETER C BY OTHER G.A. %/A SERIES 1480/1.580/1590 P,OX HORIZONTAL 9JDNG WINDOW (RANGE) COMPARATIVE ANALMS/ANCHOR Q&kNnTY CHAR \(1 HIM IF REQ'O. � NAILS WINDOW SIZES NUMBER OF 6 � SCRUM NUMBER OF ¢ .113 SE:E NOTE) 1 1�s4n' MIN. \ ' T.T.T (INCHES) I DESIGN PRESSURE MImMPEVD. 1' M(!V!MUM IN FRAME EMBEDMENT REQ'D. Y t Y M FPENI MINIMUM E±; ,..!BEDMENT B - -'BEd! MENTr` CAPACITY IN PSFAT AT EACH EACIF 4 Q WiDHT/.4E IGHT HEAD SILL JAMBS HEAD SILL JAMBS 72 x 12 -80 4 4 2 4 4 2 �-- INSTALLATION ANCHOR 72 x 18 -80 4 111 4 4 4 2 2 4 6 4 6 2 2 3/16' 6 TAPCCN SHOWY 72 x 24 -80 72 x 30 -80 4 4 2 7 7 2 72 x 35 -73 5 5 2 8 8 2 CAULK BL'TW'EFN 72 x 42 -57 4 4 3 7 7 3 CAULK Q WOOD BUCK & 72 x 44 -54 4 4 3 7 7 3 MASONRY OPENING 72 x 48 -47 4 .4 3 7 7 3 CAULK BETWEErI BY OTHERS 2 84 x 12 -80 4 4 2 4 4 WINDOW FIANCE ON BY WOOD' - 84 x 18 -80 4 4 2 4 4 2 wooD BUCK BUCK( BY OTHER 84 x.24 -50 4 4 2 6 6 I 2 84 x 30 -80 5 5 2 8 8 2 84 x 36 -59 5 5 2 8 8 2 84 x 42 -52 4 4 3 7 7 3 84 x 44 -49 4 4 3 7 7 3 : r* SECTION 2 84 x 48 -42 4 4 4 4 3- 2 :� . 4 7 4 3 2 PERIMETER BY OTHERS xtorlar Horizontal SHIM IF REWD (SEE NOTES): INSTALLATION ANCHOR �3/16-0 TAPCCN SHOW - A11lR.E "IiVVEFN ^ WOOD BUCK & MA�SSOONNRY OPENING" �- -,TT : BYOTHERS 1 1/4'M1N. EMBEDMENT BUCK HEIGHT PRE _/� . BY OTHERS — CAULK BETWEEN wiNmw FLANGE . & PRE CAST SILL 1WTH VIJLKEM 116 ADHESIVE CAUL( OR SECTION 1 APPROVED EQUAL WINDOW HEIGHT 0// 11 o// 96 x 12 96 x 18 -80 -60 4 4 2 4 4 2 96 x 24 -80 4 4 2 7 7 2 96 x 30 -80 5 5 2 9 9 3 96 x 36 -63 6 5 2 9 9 3 96 x 42 -51 5 5 3 8 8 3 1 96 x 44 -47 5 5 3 8 8 3 j 96 x 48 -41 5 5 3 8 8 3 24' MAXIMUM 108 x 12 -80 4 4 2 4 4 2 (TYPICAL) 108 x 15 -80 4 4 2 6 6 I 2 / 108 x 24 -0 5 5 2 8 8 3 108 x 30 -860 6 6 2 10 10 I 3 10 -6B .6 2 10 10 3 1 ft 42 =50 �:. - _ _;-, 5 ...- 5 5 5 - 3 9 9 3 f 108 x 48 -40 ( 5 I 5 I 3 I 8 8 3 2 90Ef1AL Nulm 1) SHm F FDI'D. FOR LEVEIJHG 23 WNWN FRWE UATMAL:A! UMY,LIM ALLOT' ftNZ 3) CWLK SO- MM M FL W AT H-"l., awaa AND CAVX 1HE STLL VM ENCL'GH ( WINDOW WIDTH AMWHT CIF NT SEALA. !) CAULK PMMETFT MAL ARCUN'D O fEI Cl' VAIODM' P.Ar:GE E) DESIGN PR!Y_SOWS SHOVM ARE SASED CN W.UCH CAPAQTY OHLY. CUM PIZSSURES FOR GLASS THICXNfi56 MUST OE DETQJ/D1M PER ASIM -03DO CUSS CHART AND THE SMALLS VUIE MOST BE VE D FIR DEGCK 67 AKEAE WATEA —T-m TEST }F..f61—T CP Lp2 of DESKN LORD APPL651 PGStIK ELEVATION 6 6D A OW N T3�T L)t� 1D MD PSF DUE ,O WATER3T Pp SAE PSF 'n f6fMJAiIDN: r. f'UJE WICOW p CI1DIEr� Q IIA90iLAY (.f)afC L'S Lii' n� 'W�W�M Ate,,; � M0 "` MEWED FROM EXTERIOR "�,',T� w�'° 6) F EYACf W/oxN' SIE IS NOT U5TED N AKCLKR CHAAC USE "MIC" QJAKRiY L Eo AfDk NFXf LNDT! SiZL jQK 1lIE A°R✓9PPoATE DE9Q! PHE?S.6tE REOA i AT T2' OR 84 NCVANAL VENT. 1MDYFI- 18' : ``O 5 E F ( 1{I{{ AT a6' NW,14AL VENT, VADTH- 2t' �� 6 •- •' / !!!! YLA JOB #04-114A /�?�-yr3:Y• �. ' AT 109' NOMINAL YENT. WDTH= 3D' _= } YOOSEF LAVY, P.E. / � Y • . *` • �, �+ �C CONSULTING ENGINEER ,wnP of T—s, LP lj s.:ID PDREsr LAr+E svitE i IDa 1W1 t OVA, %• RarolbN TIE rom • P,G. on Law • Ddu TX 753M No. 42371 DALLAS. TEXAS 78213 + 1 . T: 4)3+0-rxHa f:(214)34:-0067 ASSEMBLY DRAWING L i OF OF tv SERIES 1560/1540 %OX HOPoZONTAL SLIDER WINDOW !!/.F� ( O�:P, •a '• EN S's.• fP /A!lM{rM{1O {.I'•' NA L FA-F E JINSTALLAVON 158 \O�R��\ 2 X WOOD BY OTHERS SHEATHIN BY OTHER 1'MIN. EMBEDMENT 1 INSTALATION c� ANCHOR HEATHING 1' MIN Y OTHER EMBEDMENT 'ALA710N 2 X WOOD BY OTHERS _ LHOR L/ -- CAULK BETWEEN FIN ' :IA AULK d SHEATING FIN TIPE WINDOW FRAME P EXTER10 5N1 RIMET'ER CAULK - OTHER INSTALATION ANCHOR BY OTHER-� 1 MIN. EMBEDMENT SECTION 1 W11 HE FIN TYPE — WINDOW FRAME JAMB . 71Ea/1950/79SA HORZONTAL SUOLNG %iNDOMR.ANGQ ONPARhnvE ANAU51S 3 ANUILC whNIN, CHAKI 2 Y. WOODSEDLS r BY OTHERS CAULK BETWEEN ANDOW SIZM - NREQ*? OF j 8 NUMBER OF 1,113 t�J(S SHEATHING & FIN (INCHES) DESIGN PRESSURE FRAME REO'v. IN F^r EDM 1• MINRAUM EMBEDMENT M REG'D. IN FRAME 7 7 2' MpNIMUM EMBE.DM EN BY OTHERS CAPACITY IN PSF 1 gleDi nfs&eT HEAD SILL JAMBAT S HEAD SILL JA Ass 1'MIN. 24 x 12 -80 2 2 2 2 2 2 EMBEDMENT 24 x 24 -80 2 2 2 3 3 2 24 x 35 -80 2 2 2 4 4 3 1 — SHEATHING 24 x 42 -80 2 2 2 4 4 5 3 BY OTHER 24 x 48 24 x 55 -END -50 2 2 2 2 2 2 5 5 5 4 4' iNSTAL4RON 35 x 12 -80 2 2 2 3 3 2 ANCHOR 36 x 24 -80 2 2 2 4 4 2 36 x 35 -80 2 2 2 6 6 4 36 x 42 -80 2 2 2 6 6 4 38. x 48 - -75 3 3 2 7 7 5 EXTERIOR '— I �ll i�R .CAULK... rr�T '� ;' - SECTION G `BY�OT}}ER3 ..... -`— " -- - .::3s x s5 - —64 2 2 2 6 6 5 48 x 12 48 x 24 48 x 35 48 x 42 48 x 48 48 x 55 --80. -80 -80 -74 -62 -52 2 2 3 3 3 3 2 2 3 3 3 3 2 2 •;.2 2 2 2 5 6 8 8 8 7 5 6 8 8 8 7 2 2 4 5 5 5 �—� 60 x 12 -80 2 2 2 6 6 2 — - \ \ \ \ EOU SPA ANCH HEAD & +fGTH O WINDOW WIDTH n G ALLY CEO CHORS dA6LSS) PRESSURES x 24 60 x 36 60 60 x 42 �60 x 48 60 * x- 55 - -0 -880 -66 -54 -44 3 4 3 3 3 3 4 3 3 3 2 2 2 2 2 u 10 10 9 8 8 10 10 9 8 ' 5 5 5 5 72 x 12 -80 2 2 2 6 6 2 AT 72 x 24 -80 4 4 2 16 10 2 sLL 72 x 36 -80 5 5 2 13 13 5 72 x 42 -61 4 4 2 11 11 5 72 x 48 -49 4 4 2 10 10 5 72 x 55 -40 3 3 2 9 9 5 GENERAL NOTES-. 1) SHIM IF REOURED FOR LEVELING. 2) WINDOW FRAME MATERIAL -ALUMINUM ALLOY 6053 ' 3) CAULK BEFeND WINDOW FLANGE AT HEAD AND JAM.SS.SILL MUST BE ATTACHED TO THE SUBSTRATE PATH VULHEM 116 ADHESIVE CAULK OR APPROVED ERUAL 4) CAULK PERIMETER SEAL AROUND ID(TERIOR OF WINDOW FLANGE SHOWN ARE BASED ON MULLION CAPACITY ONLY. DESIGN PRESSURES 5) DESIGN FOR GLASS THICKNESS MUST BE DETEIRMiNET) PER ASTM -E!LA 300 CLASS CHART AND THE SMALLER MALLS m VALUE MUST SE USED FIR DESIGN. 1 6) WHERE WATER RGSTANCE TEST RM.EREUENT GF ISX OF DFSIGN LOAD APPUES. POSITIVE DESGN LOADS MILL BE LIMITED TO 40"0 PSY CUE TO WATER TEST PIi2URE OF 6.0 PSF E L E V A T I O N » ACHwVED N TEST. 6NSTALATIM RN FRAME %MNVOW IN SPRUCl_ PINE SPT) WO00 FRAb,M OPENING WITH TW0 BY WOOD STUDS USING 0.it3 o NA0.S OR } 6 �N' 6F SUFFiC047 Lk?IDIH TO PROVIDE SHIM IF REOD VIEWED FROM EXTERIOR \\\\\l\II � 5 E F (1j+e++ MINIMUM EMBEDMENT IN TO S AMIRAM AS 9TOMN ABOVE N TABLii 8) F ELACT %7ND0'M SIZE IS NOT USTM N ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER ST_ 2 X WOOD BY OTHERS +fA - YLA JOB ;a03-44C)1e r YOOSEF LAVY, P.E. CAULK BETWEEN WINDOW F1N & LkAi N0. 42371 CONSULTING I...t' JGINEER C."wy o; To . L P SHEATHING : 9550 FlxffsT LA'@ SUITE• H E. 10M IL Qv* Rd. • lk-&rA Tx 7ROS.PA. 6a 819M-0-ea IX 15351 •• W 75243 R(xt4-P40-cca2 i p ••. STATE OF 2 T. (2H4)3+0-CO49 ASSEMBLY DRAWING p� SERIES JIBO/1980/1990 HORIZONTAL SLIDER WINDOW ' O R IQP' +�+t CRN. CHK➢ ¢ALE 10 NA NA L E AR IP N/A 12/08/03 1 B WO ORNAME I,!STALLATID.J 11B0 2 x WOOD BY OTHERS I— SHIM IF REQ'D. IEATHING — OTHER i"MIN. EMBEDMENT INSTALATION ANCHOR I 1 a-- ' CAULK BETWEEN FlN & SHEATING .44EATHING 1' MIN 3Y OTHER EMBEDMENT ;TALATION -- 2 x wood BY OTHERS CHOR RIMETER CAULK 'OTHER "Ilk - WINDOW FRAME HEADER EXTERIOR FIN TYPE Ww9LL EXT RIOR SECTION 2 WINDOW \ HEIGIH \\ JRIMETER CAUUCJ ( OTHER SHIM IF REWD 2 X WOOD INSTALATION BY OTHERS ANCHOR CAULK BETWEEN WINDOW. FIN & SHEATHING 1" MIM, SHEATHING BY OTHER EMBEDMENT SECTION_ 1 1G.A. 81A. SEP'ES ISBO/199D XDX KC IZONTA SLIDING MI'M (F-W) COMPARATwE ANALYSIS/ANCHOR QUANIM CHART Z X WOOD i BY OTHERS 1ti CAULK BtiYrcu4 SHEATHING & FIN BY OTHERS VANDOW SIZES (INCHES) DE514'1d PRESSURE CAPACITY IN PSF- NLAJBFR C. j B SCREW � �G'D. L'; fRA:,1E 1' MIN1MI)W. EMBEDMENT HL31Pr32 CF 1 .113 .0 JWLS REGb. IN FRAME 1 '1 2" MINIMUM EMBEDMENI WIDHT/HEIGHT � HEAD SILL AT EACH JAMBS F-4EA0 SILL J 'EACH JAk4B5 72 x 12 -80 4 4 2 6 6 2 1"MIN. 72 x 18 -80 4 4 2 9 9 3 LMBEDMENT 72 x 24 -80 4 4 2 12 12 3 172 x 30 -60 5 5 2 14 14 4 1 SHEATHING BY OTHER INSTALATION ANCHOR PERIMETER CAULK BY OTHERS 72 x 36 72 x 42 72 x 44 72 x 48 -73 -57 -54 - -47 6 5 5 5 6 5 5 5 2 3 3 1 3 16 15 14 14 16 15 14 14 4 4 4 4 84 x 12 84 x 18 84 x 24 84 x 30 -SO -80 -80 -80 4 4 5 6 4 4 5 6 2 2 2 2 7 10 13 17 7 t0 13 17 4 4 5 5 r. ---) 1 -� 1---... WIDTH WINDOW E FVATION VIEWED FROM EXTERIOR AT 7Y OR 34' HOMNAL VENT VMT1- fir AT 9V NININAL VENT. WDTH- 24" `,�4','•t\W11yAE- EiFP AT IOr )�OWNA VENT N1DTH- W S E F 4 1...42371 • A � � •'. S a STATE OF ; Y Ili E` ' FC C R ti0?•' V `� FAEt ( NA l � fO 84 x 36 -69 6 6 2 17 17 2 84 x 42- -52 5 . 5 y.3.. 15 15 2 84 x 44 - 49 - "- - - 5.- - r_ -- 5 :_ - '3- - 15 15 4 84 x 48 -42 - 5 5 3 14 14 5 96 x 12 -80 4 4 2 8 2 96 x 18 -80 4 4 2 71 11 2 96 x 24 -80 5 5 2 15 15 4 96 x 30 -80 7 7 2 19 19 5 EQUALLY 96 x 36 -68 7 7 2 20 20 5 SPACED 96 x 42 -51 6 6 3- 17 17 5 ANCHORS 96 x 44 -47 6 6 3 17 17 5 (T YP. AT 96 x 48 -41 8 6 3 16 16 4 &EIAMBS HOB x 1$ -30 4 4 2 9 9 3 'I 0933I•v18 -80 5 5 2 13 13 4 108 - 24 '" ' ---80 6 6 2 17 17 5 . 108 x 32 -80 7 7 2 21 21 :15 Z TOB x 36- ' -68 8 8 .2 22 , 22 6 106 x 42 -50 7 7 3_ `-1�5 19 6 108 X 44 -46 6 ti 3- 18 18 5 108 x 4B -AD 6 6 3 17 17 5 0 lERAL NOTES., - 1) SHIN IF REWIRED FOR LEVE7JNGL 2) NINDO'W FR.WE MATMAL•AL?INUM ALLAY M3 3) CAULK BEHM WIXCOW FLANGE AT HEAD , J.WSS 3 CAULX THE SILL YLTH E7AWBH ANO Wi -OF MAWIT. 4) CAULK PERIMETER SEAL ARM.'ND ExTFRJDR DP WVMW FLANGE 5) CESION PRESSURES 940M ARE BASED ON MULLION CAPACITY ONLY DESIGN PRES4.R.'ES FOR MASS THICKNESS MUST BE DIFIM INED PER A57LE -EI& CLASS CHART AND Ti M 94ALLER VALUE: MUST BE USED FIR DESIGN. 6) WhAE WATER RESSiANCE TE`T. FEQ11R Ug OF 1SS OF DEMON MU AMUI i P05MVL DESIGN LOADS 'A81 SE UUUED M 40.0 PSF OLT TO WATER TEST PRESSURE OF CC PSF A.^<:EED IN TESr. 7) INSTALIAT.CH, FRN FRAME N'P.A"YAY H 5'-?UCE RHE RR(n WOOD FRAM- OPENING MTN TMA BY NOW STJDS USLIG 0.113 o NAD.S OR 4 5 SCREIY dFF 9JFTABLE EII1GM iO PRDVSDE MiN�ILV Fi RB ENT IN TO SUBSTRATE AS SNONN A004E IN TAEKr< B) F EEC. ACT N NDOW SITE IS NOT L'SIED IN ANCHOR SUM, USE ANaW Q AWW USTED TAM NEXT LARGER SIZE. YLA JOB #04-114-3 tj'?y��• \ YOOSEF LAVY, P.E.�- CONSULTING LNGINEER Co,- ", of7—,Lr 95W FOREST LAHE SUITE i I OS I OM W. Ci� MI., C-m TX 7W • PA. S. SI9D',"1 • W-4 TX +r f DN1A.. TEXAS 75243 r. (214 3Eo-c�4a F:(214)340-0067 ASSEMBLY DRAWMNG SERIES 1980/1990 HORCONT.ALL SLIDER WINDOW DRN. CNiFCO SOALc AR IP N/A DATE DRWO N/AA4E D4/13/04 B NSTALLAT101J_ 1980 I INSTALLA7ICN ANCHOR INSTALLAlICN ANCHOR SHIM -AS TO'0 CCHCRETE OR p19g SCREW (TYP_ 3/76 C:A. TAFCCN (SEE HOTS) MASONRY OPENING N4iERE TAPCONS ARE BY OTHERS NOT REO'OJ CAUL, BE �REOt DOOR }RAMIE' wow BUOX G JAME ONE BY WOOD MASONRY OPENNG B O' aY OTHERS BY OTHERS CLA7 4G. 4 (SEE NOTES) SHIP AS F.EO'0� W'H_ (.RE NOTES) n C Q EMBEDM_NTF I R--- 1/4' MAX I r -TUCCA j sY OTHERS PERIMETER CAL-LIC - DOOR FRAUE BY OTHERS HEAD PERIMETER CALPK BY GiViE2S DOOR STJCCO _ HEIG.lT BY OTHERS GLAZING (SEE NOTES) o00R 7riDTH --- CGERIOR 1tAYl) 4 7 ONE BY WOOD BUIC K BY OTHERS INSTALLATION ANCHGR p8 SG:EW (e YP. WHERE iAP_ONS ARE NOT UVD.) 4 ceNa� E MAA CR SONRY p OFENLNG . p BY OTHERS S INS!All_A1(31 ANCHOR 3/1V DIA. TAPCON G_ CAL%X BET%aN WOOD BUCK a WASP OPENING ' BY OTHERS 1-1/+' MIN. -. EMBEDMENT MAX. SHI.Y SPADE OAIFUT tYJOO BUCK h WAVY OPENING BY OTHERS SLOINO GLASS DOOR d d v Q 1-t/4' kIN. HOOK STRIP LIBRALLY A£PLY CAULKING v fMea Ni UNDER SILL O1, GET BILL IN BED OF CCNCRETF O. Q - CA.fS1iG (SEE NOTES) CONCRETE CR MASONRY OPENING SEC7)ON A -A INSTA'.LA71CN ANCHOR BY OTHERS _ 3/16• DMA. TAFCON yJ rNCOH Olt OONGRE wNcm nit Mc-IORs oust 9E OF 511fFIC-:71r LENGTH TO AGTCE',£ UK RtGEDMRMT OF t-t(t• Btro ON KASRY DK 3) UML LA= =F X,M A PERIMETER E SzkL AR %METE 6APt NT ALL IHAME 1C481L1ZS 5) - IF fJ4tC7 PO(Yi 5SE If t U'iED ANR1"Ji p{A4T. uS ANQICR OL'.gVTT USfE" :NTH AMLMGat S.'E, Fa7 TrE APPROPRIATE DESCH PRESSURE LY E SURE WVQ. _ [) FOR POL�T 031t 939 USE CLC5L,'T "A$$ KKuZE SA CMFICURIu-ION TO F.NlSIc�1. c-SwNc - 1) INSULATED Gu1M SIKW% SNE GAZING ALSO APP.ROvM �I.°ERE'J GUISE TI ..OS+L$! WAY VARY PER IECIM-MMc7715 SU08NG GLASS OF ASTV E13GLASS CHDL A419. .. - - DOOR INTERLOCK [) R1 AN. FACTORY APPLIED POja WT #5Gm I= TAPCON "ZiOR SHOULD E Fta= WTH 05 =L775. CF 9FT7CL�YT. . IET.DIH TO PRW.7E YK S/s' nammuR INTO POW vim- HOOK STRIP DETAIL [) JAMB / Su COFNDR! A:' -,TO BE SUL-77 M7H A WALL XVT SEUN SE � . t0) SHIM As [EEO:. 4T EA SET G' INSTALIA7>M Af9O1CRi MAIL .• IONAT r SHW `STA{7( TO. 13E 1/4% 17) Al INSTALLATION ARCY'ur•S.WUSF BE M: _ CF CORRO" RMSTANT WAIL fL& 12 tµ1E7S. Y 1>`SFiES`JIT9 1:?fiW PANELAA11 •0' TL'.'XffYNIS TIY1D PANEL APPW'SD CpIFlWRATDN[ .WE AS UST£J CN �AUATICN GIANT.' t» ROi ALL eO,T;t]IlAn011s UStED ABCNE A."E SHOWNON iM5 DRAHDYw HC1IES"R NL ALLA'DGI SECTIONS'A-A', '8-6' it HOW SW DETAIL APPLY 70 p=ALLADQY OF ALL APPR01!M CCNRCURiATIONZ 14) 9.AX AUCWA.9t_ S'AGNG fii.T'FT_J, 7APCGR ANN.ORS.TD RE 241 CC 15} WtIS 42D S-,DM GAS ODCR IS WLIMI. 7H'S PRPRT tT APPUES m 430 t 440 SERlM 16 w-va D00% Is VmA'um IN WOW FTiA1tE STR1K7tIRS US£ 110 SMOIS OF S6J t ai`T LJZ TO A*CM 1 WIN: ENBEOMENT INTO SkiSTIUMM PLAY. 110 --RE'YS 6- FRCW CVeA t5l le O.0 MAX a TAFCON INSTALLATION CHART - LOCATIONIN HEAD h BILL N.-A AM T Y. IN. HOOK. STRIP �•;� DOOR UP i0 .6 PSF 5t FSF 1 UP TO )- UP TO 4G 61 PSF SIZE S!ZE 45 PSF f TO 60 TO 70 170 PSF I 45 PS. I.P._. TO J0 OP 1 FSF DP P3F DP DP � PSF DP PSF DP 5D68 XO, ox, xx 60 X BO 3 7 - - 3 + 3 4 - 4 E056 Xa, OX, 10( 72 X EO t 4 4 4 3 4 5 Bose X0. CX, xx GS x BO 5 5 5 4 3 4 5 10055 X0, O%, xx in 50 6 5 7 4 3 4 5 5060 XO. or, xx 60 X SS 3 3 3 5 4 5 6 sow X0, ox. XX 72 X Be + 3 I 3 3 5 4 5 6 6080 X.0. OX, X% 98 x 95 4 4 5 9 4 8 8 7C0 C YX t20 9G - 1 11 6 7- 5 6 7656 OXO. - 91 , 3/4. X 80 5. 3 4 5 9058 OXO I109- V4 X 60 5 5 6 4 3 4 5 13068 OXO -. 14S- 'z' X BO i' 7 7 9 4 3 4- 5 - 15086 CXO 161-a/4 X 60 6 i0 •1 4 3 1 4 5 75BO OXO S030 0x0 . I91-a/4 x 68 1Oti-sp % 96 5 5 5 5 5 6 5 5 4 4 6 6 6 e 12050 CXO - 145-3p X 08 7 1 9 5 4 6 8 787-z X 96 5 If 13 5 4 6 NXO E5 xI -[F�e % 5 9068 XIX D8- 6C 5 IliijI 5 8 4 S - 4 5. 12C56 XX �175-t/m 142-ops X 60 7 7 8 4 34 4 15098 %!X X 80 B 10 11 4 3 4 5. BIB 106-o/ta 5 1j f 5" 5 5 5 4 F_ 9'J5p X1X:- .JOBO`7071- X 4fi 742-i/tt X 96- 5 f- V8-+ 13 5 iW56 0 xxxx 1 0-5/t X ✓7a "X 5 t 6 3 4. .9 ~_ 12068 XX%X, SG06t CXXO, XXXX 144-5A so 192-" X 80 7 I 9 { 7 10 �. 12 4- 4 3 4 5 tD0E0 OXXO, XX%X t:k-L/[ x 96 8 t 6 7 5 - 4" G - -6 12080 OtIXO; ICtXX 744-ti X 96 7 8 .9. .. 5 .. - - 4 .. 6 .. 6 . 16DD0 [170t0. YXYY 19f_-rn Y -6 , _ I 14 5 0 WINDOW Kf0'71 4 A ONE BY 1-1/4' E:NTMIN.BINDOW- d cMBE_ite+r I nFJGHr i / �� t �. CONCRETE MASONRY OR MASONRY cf ING BY CT.-IERS ��- - - 171CCO BY OTHERS A - CAULK & EXTERIOR ELEVAiiON S INNG CUSS DOOR HOOK ST-HP I.NSTALLAZON ANCHOR Jf18' OUL 7APCON - b.hY ... . 7 C1• , - 1 1001 X C—by K • C=-.I. 71 7_'M • PJl BU ATODU • 019.1A T[. 73 t m420/430f&4D _ SERIES SLIDING GLASS DOOR 1NS AAT1,ON DETAR � cwnw sT ots. ar r..>;E . Be N A C7Z 2rra L 02/20/02 .A43G1 ' B_ Etc GEM-0024.: flC-Ai✓_^ tM t[ta.C'T [ uxr :sr C+smaK bC aY rr•Oauinta. a14 tart M wv.»aa ru+o• m+� trot aa1.✓masC iuI �aJ �G TWO BY FRAYING BY OTHERS 4 AS REDO E NOTES) < BY. t5 FRAME u"m GLAZING -f (SEE NOTES) SHR1 AS KO D —� INSTALLATION ANCHOR. (SM NOTES) DOOR FRAME -\ JAMB L _'zNC (SEE NOTES) I �g � f 14/8 MINI 1/4'YAX . St4E,t SPACE PERIMETER CAULK DOOR BY OTHERS. 14EIGHT r DOOR YAOTH Q v I q 4 ' LAN. RALLY APPLY CA"NG J/ d V EWOEOMENT 7t SILL OR SET SILL F N } OF CONCRETE _�- v Q . 72ETE OR C"EERma I45TAlLATON ANCHO R SF iQN 3/16' OLA. FCONMIRS - M, WIT ft MATERUL• A'. mm NzOT SOnIAowvE _ S INTO tl45d lY pl U ITC /5 Ewe tr.S:Y IIO�iI DR jfjSor TT SE OF r LEW1 TN��EVE Ar M 14• p�1T OF 1' INTO TWO DIY FRAME. ALWtNATE TAPCOM WSTALLA.TIOM ANCHORS P7"fl 1O OAOc IN FRAME %Ul USE [Putt FOR PORETTR SEAL AROLW✓D [XTORo¢ OF DOOR. 7 VJ ACT DOOR 9II IS MOT Lr.= ofINSTAL1A110H ANCHOR CHART. USE AWUWA WATT UM 1tTR qxT WN.SR 617LFOR T.B APPROPRIATE OLSON PRESSt1RE REOTL' FOR Po=iT DOOR 5= UsE CLOSEST BYPASS DOOR SIZE h CONRC1RATION TD FIRIVED OPO9KC. 'N"LA1F0 GLASS •J40Ri/, SnxYf CLAZt40 ALSO APPPMM yDaTRID CLASS 1N*XXESS MAT VARY PER REalREMEMI'S OF A5'IV+ C3Oo taAss CHARTS ALL FACTORY MPUEo HOLES NOT OMCPM FOR A6TALLAmCN A004m SNOt" 6E 1TU.ED w" W SCREWS OF 6TTFi100+T L8rOa4 10 PROWX 6M I' SM EZUENT INTO t1303 MAN! JA. / SXt CM= ARE TO DE SE&EO TWIN A SHALL JOPR S1JN SCALIR. SNS AS REDTi AT EA_ SET OF VWALLAEEON ANCHM TaTH LOAD BEAM*:, SM. MAX ALLOWABLE a- STALK TO 9'E ALLL f iSTALLAtrC11 ANRi:Xt3 MISS tii MADE CM tx7aAC4C« RE93TAIfT YA7F3EALS 7tON5 ARE AS tATED V,K_JM 'x t r REPRESENts Mlww.c PANEL ^M—*' %V KSEmTS F= PANEL APPRaLM Od FV=A ON FcTLLAT04 CHART. NOT ALL OJNF'b4lRASONS LESTED A8 %t ARE 9Y M, ON TNK DNAYH14 NOCEVER OESEALLAT90N SECTION$ 'A -A'. 91-Ir a HOOK S1WV OETRL AFftT TO NStXWTION CF ALL APPAOVW CCKnC IRA?IONS• MAX M1D"XIE SPAONG BETWEEN TAPOCH PJ"OPS TO DIE 24' QG A XDaM 420 SNO O.ASS ODOR 13 SiK)411. 7)CS PP.NT ALSO APPLES TO 430 6 440 SEReM OESIOT PRESSL*C CAPAOTY OF PROOWI 15 =%Q P5F. INSTALLATION I 1-t/a ELDYDtT 3/15' DIA. C1iL1 SIZE & D4C SIZE IN 1..14 W SELL 0 6PS 6 a o C0 lfiGJRATfON !NC! IES 4UPTO OP PV DP tx 2 CHART iHEAD WSTAUXION ANCHOR is SCREW 5caa XA, OX. Xx 6058 kb. OX kx 808E x0. Ox. X% tOOca XO. Ox. xX 5090 XO. OX xX 60EY� X0, �C XX IN= X0. Ox x% 160 x c0 X 84 120 X 90 EO X 96 72 X 1 4 S a 3 .4 4 s.. 3 4 4 S. 7 3 3 S 7 i S 6 3 4 S 4 5 7 3 4 S 7. ! a a 3 d B 4 4 4 8 6 �a 4 4 4 6 6 6 ISS. XO 91-�+ % 60 a d E 6 7 4 4 9068 OxO 109-.1l4 X m 6 7 9 7 9 90 4 4 1206a OXO 145-5l- x a0 7 9 TO i1 9 RZ 14 4 4 • 15068 CXO 151-V4 x 80 % C8 S S S S 5 S 6 6 7680 OXO fli-s/4 tG0-5!a x 96 6 a 6 6 7 d 6 CC80 OXT) x C6 9 6 10 .2 a 6 TWO BY FRAMING HOBO CxO 145-3!. $ 13 13 is 6 6 8Y OTHERS t�50 OX 1 1- 14 x 96 7668 7aX >nF 5 S S g S 6 7 4 4 906a x1X it36-eM x X 7 7 6 t0 4 4 B ER 12058 = 1500 xf% 142-En4 173-1/M x d 70 3 9 5 12 S 14 3 4 d 4 s oTF 7GSO )3X M--4/14 X 56 5 5 7 6 6 ._ oX1x 106aS 7 8 g 10 11 8 6 . _ ..... _:..STUCCO - «. tD0 -: ' 142 s/ri4 X 1 °X":p5 ... i1 .' - 11 1 15 B 6 4 8Y OTHERS 1005E Oxx XXXX T 1/O X n0 1Fl 7 19 '15 ♦ 4 ...�, 120FA 07cX0 XXxX XXXX 11+i-s!s X a0 i92-5N x 60 9 1110 - - 4' 4 16M OXXO. 10080 CXXO. XXxx 12D-%'a X 95 6 66 a a to 9 fl 11 6 6 6 6 • 12D8o OXXO. xx" t4s-q1� x G5 7 6a r� Ei 14 17 6 .. _6— 1 1/4'.MAX 16080 0%%O Y si u SPACE �C!oNN-3-N 13 ION f3--9 TWO BY FRAMING =f - INSTALLATION ANCHOR . BY OTHERS 16 STREW CALr K BETO&EN S: f&lTNl2G . = HWK sTRro BY 01HERS HOOK RIPGLADOOR� f-BY OTHERS NQC)K STRIP 1- NIN. EMBEDMENT GLADNG- (SEE NOTES) SLIDING GLASS DOOR INTERLOCK HOOK STRIP DETAIL DOOR MOTH - CH OR A EXTERIOR ELEVATIQN I c' • U tl0• . 1>< FOOT lt. CrmE/ &d C4rr46a 7l 75006 PA. floa 61A22 HdJea 11 7wl STUCCOBY oiHERs It�• j§fAy � +T SERIES 420/430/440 SLIDING GLASS DOOR WSTALLATION DETAIL VATH TWO BY FRAMING � � t0 �,� 11GiN OT C1NR N' f4'�F4AfFaaats Be k LacR at2nN B r+c w+cu GEN-oC28 rpMm h': FINNY mppa•Y mM. r+m IDrC•An ArL «f.T l A«ip r'AK R9AM 03/02 ATY IHva aPl 4Sf-41M Aaa 4N i>T-h.>D 04T d to wcftl iE TWO BY VKM DUCK ANCHOR - SKU AS REO'O --•-� E?t6EW'J` 1T @ 1 MArmy 3/TC OCl TAPC0IT 6' FROM END BLTALLATION A14CHM (SEE NOTES) t-1/E• UN. S \t3--1/2- O.O. MAIL BY OTHER 0 &CREWTCOAX B_`TfeCEN YflOD DOOR FRAME 8= h MASONNRY .IAMB � COHCRAiE BY 6 OR OPMNIC BY OTHEn OR MASONRY CK SYOT ERSd d � CtA871o7'r5 BY OTHERS MOL IM AS REO'D 4 0 • EMBEDMENT ( ) 4 SE NOTES) . d I _ 1 975TEtER 11%( . LX BY )OR FRAME —' n L7(Tman CLADNG — (Sa NOTES) ONCRETE A-WNRY C Y OTHERS 1/4' X-T MA SE6M SPACE PERIMETER CAULK, — BY OTMEM- STUCCO -� BY OTHERS N{)I 1 DOOR 1AWTM -� Two BY wow BUCK ANCHOR 3/16' WA. TANGON 6' FROM ENWos tr 1 OC. MAX By OTf:ERS 81STALLADON Q;PFJiG'fCR . - ,:�i8 xkE1T a :a CAULK SMIEEN sa; ; '... -o: M.ASY Of"U'ING' . BY OTHERS 1/4• MAX 2 BY 6 OR 9 u SPACE 2 X E W000 BUCK BY OrcRS SECTION 6-8 (= NOTE 16) INSTALLATION ANCHOR 3 r DNA, C:HAK 1 fE 'S SCTOYWr _ TMCON RN CALi DOOR 7APCONS !4 SU IN WAD EA. .IAMB HOOK STRIP 70 <s� 46 PSF ra 61 rD UP 'O 7aup L7 TD 70OP SIZE fi SiZE IN UP TO 46 FW 61 PSI,UP so TO COPIFIGVRAT)ON INC14ES 45 P tTO cP PSF DP s 5068 XO. OX, XX 60 X 00 ` 4 3 j 4 4 5 306E X0, O)C % 60 5 5 S 5 5 6 ♦ 5 xxx OX 066 X U 6 6 7 6 7. 6_. 4 5 IO XO. XX 120 b0 x 96 3 3 3 B 6 5060 xo' OIL = 72 X 98 3 5- 8 SOW XO. Ox. XX 06 Y 96 < i 3 6 6 6 80a0 %O, OX % 5 6 s 7 a 7 9 6 - 863 OXO; L20 'i -X,'a X 5 5 6 G 6 7 4 S 5 t69-31' K 00 6 6 7 9 7 0 .206a OXO t45-3f+ % 807 9 W It 9 12 144 4 5 16M WO 161-3p X 80 5 5 6 a 5 5 6 . ti50 OXO 91-�/a % Ba Y STi E d 6 6 3 7 5 6 6 9060 OXO t09-3/+ 7 9 8 12 6 b 12000 OYO I x + 181_S/4 X 8 B 10 i° t6 6 S 668 Ja 906E 7Ox 'P X 1D6- /M X a0 5 6 6 B 6 7 6 0 7 70 4 1 5 5 1206a #X T42-A/N X EO 7 6 7,. 10 1 ,,.a XO 176-PAS K 80 5 5 5 S S 6 6 `T680 )OX-, . _ 88-6/TN X 96 .f06-4M X 96 5 5 7 - 7 6 6 9060 Sax..:' 12000 )aX. - 1.2_s/W Y 066 7 8 9 12 1D 10 I% 17 15 a 8 6 e 5 tQCK)a X)O.'x T O-$A x EO 6 6 7 9 -. 7 9fto < t2tx58 O)(X0. XTOOT I44-5A X s0 7 160" OXXO. )0= 96 61 7 6O 8 6IO000 OXXO. XC= 182E-a/i % 96 7E 9 6 10 6 6 12060 10XX4 )O=16000 OX)OO: Iµ-"X M K 96 9 T2 14 77 T4 6 6 CONCRM OR MASONRY OPEIG/ By NTNO 4' ' 4 'v 4 ,-i/<- WN. - SLMNG. CLASS DOM 4 4 a saERALLY APPLY %AULKRfG JJ a • O EMBEDMENT NOON SSRiP CAULX BETWEEN W300 BUCK k 4 v NAVY OPE.r4NG 4 BY OTHERS INDER SU OR SET S&L M 4 FED a CONCRETE v ' 4 — SF(:na'�l A -A M7AUATTON ANCHOR 4� 3/1C DIA. TAPCON 1I= A110T W61 i) OOLit WTEPIAL: A.3N�+lY or Amcw xwmc 7 ws 7JQ+GGF StgFK�DIT 1D+C,N Y7l AQf�I.cA WH: INTO W1 :0NR OR CTx+UL°TE. p :-0'm 4 PIAL coamoon OF 10 INTO Two RY wow Wm >S ALTEIOIATE TAPWN WSTAILATX)r AHC ORS FRONT TO 9a W FRAW ST:L s) IRE C.uIU: FOR PE{pMET171 gAt ARO(ATO 77OH00R OF VOM PE ANQiJR OTARL Li.E AHp10R atYMDTy iblW pm H1.YT L.TTTOFA 6) • =ACT DOCK 6 NOT USTTD n TSTA71A7X11 92L. r[R lii AMROMtlATE OE.AGT+ ►R[35R£ fE9.0. "R T CLOSEST VYPA17 DOW SZE t COWD`RAYn t0 FlM90 MD-n OOOR ACTS l4E 000= 6) PoR 7) MSMTIL WM KWSINGE OLArH0 ALSO MPROIAM TEMPE76D O..M T1�E.'S MAY VARY !ElAEWP✓£HOI73 OF ASW C13M a -ASS 1 ARTS 6) ALL FACTORY APPUM MOTE5 HOT DESOKW RR TAPOW ARCHON SHa7%D Be F7TJflD nm q ST7dTTi OF SUTFIGFHT 1LA41H TO PROMOE UK T• VWEDMskr "M TWO 6Y "DW SIX0)) ,go/ 51U. OOM43r, AM TOKSEATED WRI A PJALL JONI W" PALER 10) JHU AS TSO'0. AT EA SET OF WSTILLLADON AMGI= Rm LOAD %ARM 57CL MAX ALlOWA8t1 SHat STACK TO t1)2)) ALL AA5Y K WAdX OF CCOtL11SEA MA LA WGiA7RSNARE As RF -x 4, r R3RC"T 90T4PANEL ATS roRDEsDNsnXnPANE)AP,wD GLAZING (SE NOTES) UVC` d+ N15TALLATP01 CHART. 13) .0 ALL lriTi1tTA2AOU+111% AMA AK 9iOW ON TYa7 d6tvaA"' HOWWR DMIA1LAII01 SECIKINS 'AMA'. •6-E (ETAL TO NSTALLATXA OF ALL APPROVED CC nt tATMO M Suammc CLASS A HOOK SWfP APPLY I4) MAX ALLOWAE SPM79 PET'AETN TAPCON ANCQ OR3 w FRAJE S" TO BE 24• 0-1-DOOR R 15) S000 420 %L GLASS DMA 6 9WMX TEAS mR AL50 APPLES TO 43O t "A StRTA m otr1EK THE L"a TO THE U4$c aT, cav--&'YE INTERLOCK STRIP {T T� HOOK DETAIL it) YAO OR I" r*oW WpOW TO RK SEQMY FASTENED TO TRANYTA STTTLTCILIAI StK41Ha1L -- -- -- __ _ -... t-1/4• WK. d - EMSMUCNT DOOR VA0114 EXTERIOR ELEVATION i�; Aa iTrF4h OTHERS a+`- iluiRo 07}lERS BETWEEN .`r .'ai ► I '• ' Z� _ DNG Od d G i IOM Y. QrvTlT kd' C6RcYfoR. TE 75D56 • P4 Bo% 819022 - D115.3. Tr TSi STRIP Z a oTATArc DEa>rPtTou . SERIES �jSLIOiNGA SS DOOR AYAK ATAtW 440 TPON p TH TWO BY BUCK IN LIASONRY "ri��'r"��`1W °s`• �.._ + 12703/02 LB GEN-0027 +Nr1T Httt w9� R. Nm. IOowDaY CM. ..H bA�.. ML YR 4 �T+N PMc TtPo+ 1C•rtf A.6C M of-43ia Las N 4�•+iAT ,, , MVILLIQN ANCHOR 6RALCKE T YANDOW +F4iii.°E: vAN4S (-Tarp,) s INSTALLATION ANCHOR (TY'-) #8 SELF TAPPING sus (TYE'.) GEN-04 T) _--- MULLIONt if ! DIE NO. 1448 fI I If ! IE I I 14— ' ----- MULLION ANCHOR MULLION BRACKET DLE. NO. 1446 SE T I n INI A-- A a 4 v EX'TE IOR ELEVATION INSTALLATION tt%'CHOR f CYP, ) v v czCE ldOTE- a IQif �Q � a v V SUBSYRAX SECTION 6---8 NOTES' T CN T S APPLY TO A# glkAlNUM TUBE MULLION 0 1 E NO. �f Pry AIS r + Lfi t f cm s Ifv i 1} 'NIV LION INST�.LLA i GE AIL 1448, WsEN USED TO MULL SINGLE HUNG AND OR PICTURE YANDOWS SIDE S r GENERAL ALU M l �,ti� SIDE. CARROLLT04, Ta k6S +a 6�`'•`• 2) I:g tAASONR`Y CeNSTRUC-0014. ATTACH ?WWON TO SUBSTRATE PATH 3/10 DID. CONCRETE SCREW ANCmoR OF SUFIFICtENT L7"- -,0 ACHIEVE 1-1/4- MIN. vttg-* SIN VERTICAL MULLION INSTALLA I P ' SAIL EMBEDMENT INT43 CONCRETE OR MASONRY, ALUMINUM TUBE MULLION. DIE NO. 1448 3) IN tvOO{7 FRAME CONSTRUCTION. AYTACH MULLIahl TO SUBSTRATE USJNC #10 ��_' ��. SCaEwS OF SUF;r]CIEta1 1. H. TO ACHIEVE: 1-3/8" MIN. EMBEDMENT INTO A0013 -�--_ JS 3/17/02 aRtktANC, mhr: srrct HALF �s,r,------- t ttQC£!t-4jN Ctf?4Z* Or ►Rxu-tic s+ta3� Caa�� s�o �.nLµ+a tXe+. A'"' rck"OK ftCtc. X140 Nov a"-0--o:o rrr +v> caG oXs o.- p GENERAL ALUMINUM NUM CORP.' HORIZONTAL MULLION DESIGN LOAD CAPACRIES EXTRUDED ALUMINUM TUBE MULLION 91445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULL SPAN} 53.000 61.000 74.000 ' 80.000 90.000 96.000 106.2M WDW. HGT. V - 26.000 197 136 81 62 40 32 22 38.375 175 119 71 54 35 28 19 s+: 50.625 168 112 65 49 32 25 17 54.625 168 111 64 48 31 25 17 55.T25 168 111 64 48 31 24 17 53.Q00 168 110 62 47 30 24 16 72.000 168 110: 62 46 29 23 16 9 , 84.000 168 1 J. 52 46 29 22 15 NOTES: ` CHART APPLIES ONLY TO EXTRUDED ALUMINuw LION A1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONES MULLION SPAN OR LESS. • WINDOW HEIGHTS SHOWN ON "Y• AXIS OF CMARF DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRANSOM HEIGHT. • READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE- IN PSF. • DESIGN LOAD CAPACITIES SHOWN ON THIS CHART DO NOT CONSIDER ANY STRENGTH OBTAINED Frr*M FRAME MEMBERS OF ADJACENT WINDOWS. •'Dmax a U175 • CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 20M ReASiONS TO THE 2001 FLORIDA BUILDING CODE. PREPARED BY: Ppower 7rcwmoLOGiY Oox- dil non 1150 LOUISUWA AVE SUITE 6 WINTER PARK, FLORIDA 32789 PHONE 4G7 62243341 FAX 407 6224= �0�4®v�rvv�0 �:* a� CLUB to 06JJ a �► 4♦e 0 A lO % es .6 CA02OD39 29.Jarn09 01.1201 GENERAL ALUMINUM C0RP6jr"2'i0N VERTICAL MULLION DESIGN LOAD CAPA ITAPHAR'T ALUMINUM MULLION, DIE #1445 FIN VERTICAL S.H. SIZES Vim. WTH. • 18.125 25.500 , ' 29.500 `36.000 47.000 52.125 WOW. MGT. V . . 25.000 2289 2116 2116 2116 2116 2116 Imo, 37.375 862 704 663 634 633 633 49.625 453 354 324 203 271 271 53.625 382 296 269� 240 218 215 54.625 367 283 257 230 207 203 62.000 278 212 191 168 147 142 72.000 181 141 126 110 94 89 84.000 115 86 77 66 58 52 CHART APPLIES ONLY TO MULLION 0144,55 WHEN USED TOMULL FIN SINGLE HU14G AND PICTURE WINDOWS READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE_ VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD 13E CHECIEDE IN EACH SPECIFIC CONDITION. Dmax - U175 CALCULATIONS PERFOR ED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE MM REVISIONS TO THE 2001 FLORIDA BUILDING CODE. PREPARED BY: PRODUCT TECWMOGYCORPORATION 1150 LOUISIANA AVE. SUITE 6 WINTER PARK, FLORIDA 32789 PHONE 407 622-63341 FAX 407 6M4M5 CA020041 30,Ia»-03 03-0114 ou F �QyaQ41e General Aluminum FLANGE ALUMINUM MULLION, DIE #1445 VERTICAL. WITH NO REINFORCING EAR SH SIZES VERTICAL MULLION DESIGN LOAD CAPACITY CHART COMPARATIVE CHART IN DESIGN PRESSURE - OF WDW. WTH. > 19.125 26.500 30.500 37.000 48.000 53.125 WDW. HGT. V 26.000 2081 1936 1936 1936 1936 1936 , 38.375 805 666 629 603 602 602 50.625 428 339 311 283 263 262 54.625 361 284 259 233 212 209 65.625 347 272 248 223 201 198 j 63.000 264 .205 185 164 144 139 72.000 188 ,.i44 130 113 '97 93 84.000 116 88 .79 68 57 54 CHART APPLIES ONLY TO MULLION 1445 WHEN USED TO MULL SINGLE HUNG WINDOWS AND PICTURE WINDOWS READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD 1.3E CHECKED IN EACH SPECIFIC CONDITION Dmau A U175 CALCULATIONS PERFORMED FOR THIS PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2001 FLORIDA BUILDING CODE. PREPARED BY: PRODUCT TECHNOLOGY CORP. 1150 LOUISIANA AVE., SUITE 6 WINTER PARK, FLORIDA 32789 PHONE 407 6=-6334 / FAX 407 622-6= '; 3' , 4 .� a°`��� a• �'• 'eQ�cjy� i cJ f S, F f gm F 16cttr0tt*��� off.! Q�10g o � CA020146 5-Mat-03 02-0901 z 0 GENERAL ALUMINUM ALUIMNUM MULLION, DIE 01445 WITH NO REINFORCING BAR VERTICAL MULLION DESIGN LOAD CAPACITYtHART COMPARATIVE CHART IN DESIGN PRESSURE - PSF FLANGE VERTICAL PW SIZES Wm. W H. > WDW. MGT. V 16.000 24000 36.000 48.000 53.125 73.000 84.000 96.000 16.000 8307 8307 8307 8307 8307 8307 8307 8307 24.000 2769 2461 2461 2481 2461 2461 2461 2461 30.000 1611 1313 1260 1260. 1260 1260 1260 1260 36.000 1055 820 729 729 729 729 729 729 48.000 554 410 328 308 308 308 308 308 60-000 341 246 188f 154 160 158 158 158 72.000 219 156 115 ' 97 93 87 87 87 84.000 '136 95 .a, 6011,57 54 48 47 47 96.000 90 63 45, 37 34 29 28 27 i CHART APPLIES ONLY TO MULLION 1445 WHEN USED TO MULL SINGLE HUNG FLANGEPINDOWS AND PICTURE WINDOWS 4 REAL? WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDITION Dmax= U175 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART C6MPLIES WITH THE 2002 REVISIONS TO THE 2001 FLORIDA BUILDING CODE. Y PREPARED BY: PRODUCT rECHNOL007YCORP. 1150 LOUISIANA AVE., SUITE 8 CA020147 WINTER.PARK, FLORIDA 32789 18 OCt 03 PHONE 407 822 8334 FAX 407 822-6336 Y �ry A O 1 p l6/Z Cetwater ov,¢ .. ie s QA A. C GENERAL ALUM/NUM CORPORA770M VERTICAL MULLMN QESN3N LOAD CAPACITY CHART ALUMINUM MULLICI N, DIE #1445 le FIN VERTICAL P.W. SIZES © i WTH.> 30.000 43.000 " 56.000 63.000 72.000 88.000 96.000 HOT. V 28.�0 150$ 1508 1506 1506 1506 1508 1506 32.000 1013 1009 1009 10.w 1009 1009 1009 38.000 631 603 603 603 6D3 603 603 42.D00 486 446 446 446 446 446 446 56.000 240 199 188 i68 188 188 188 60.000 204 166 154 ,; 153 153 153 153 h 72.000 125 99$ 87 t ', 84 82 82 82 I!, 84.000 76 58 50 47 45 44 44 96.000 49 37 32 30 28 26 26 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FIN SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLKNNAND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC OONOITIOM. Durex = U175 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMLPIVS WITH THE 2002 REM6IONS TO THE 2001 FLORIDA E)UILDING CODE PREPARED 8Y: PIRoom TEdHNW.00YC'ORPOR14TMN 1160 LOUl91ANAAVE 3LRTE 8 WINTER PARK, FLORIDA 32789 PHONE 407 W-63U f FAX 407 B22.6335 �y ,�biSmo0+a8sr4 auI$ 4 ® T CA020042 30,1en-03 03-0114 *d* X MULLION ANCHOR. BRACKET WINDOtA�7;T PR4ME JAMB _ (TYP,) -- MULLION Ys - INSTALLATION ANCHOR - (TYP.) DIE NO. 1445. SECTION A -A A A S B XTERIOREL *'4m4 14i-. y�-yy °9 �Oe°000: e e SUBSTRATE 4 © d q SEE NOTES 9 A d a #2 11( C I)I INSTALLATION ANCHOR MULLION (TYP.) ANCHOR , BRACKET ; ; MULLION 1 DIE NO, 1445 MULUON INSTALLATION ANCHOR n — _ ANCHOR BRACKET illi i"' (TYP.) 1 _ Q A 4 p p Q SEE NOTES SUBSTRATE SECTION B-B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION. DIE, NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOW SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION_ ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LENGTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION. ATTACH MULLION TO SUBSSCKM TRATE USING # 10 OF SUFFICIENT LENGTH. TO ACHIEVE 1-3/8" MIN EMBEDMENT INTO WOOD FRAMING. O,4 ATTACHMENT IN SECTION 8-8 IS TYP. AT HEAD AND SILL. YLA JOB #04-140 YOOSEF LAVI, P.E. JODI W. Craby lie. • ConglM Ix 75M • P.O. Sox 819022 - 00111614 Ix 75MI CONSULTING ENGINEER wn-F-, RN VERTICAL MULLION INSTALLATION DETAILS 9550 FOREST LANE, SUITE >i' 708 ALUMINUM TUBE MULLION, DIE # 1445 VERTICAL DALLAS. TEXAS 75243 IS T. (214>340-0049 F:(214)340-0087 ._— --. qR ). 05/07/03 --- — — FULL -------- DrAc N0: --- MUL AN, BRA, WINDOW FRAME SILL (TYP.) WINDOW FRAME HEAT (TYP.: SECTION A —A IA INSTALLATION ANCHOR <TYP.) SEE NOTES #2 & #3 v d #8 SELF TAPPING v SMS (TYP.) MULLION P, a ANCHOR BRACKET v a MULLION DIE NO. 1447 _� a DWG tom+ GEN-0453 8 0 18 3./16' DIA, TAPCON INSTALLATION ANCHOR iTvo N .WPROX. 1' X 4') SUBSTRATE MULLION c DIE NO. 1447 d P a v - SECTION B—B NOTESi 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO, 1447, WHEN USED TO, MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. TAPCON INSTALLATION ANCHOR OF SUFFICIENT LTH. TO, ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY, 3) IN 1fflfW''1C°P I CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF S��I4F- ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) A' I I�`� � �AIN SECTION B-B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS f ' � Tin' FIN HORIZONAL MULLION INSTALLATION DETAIL tene' j• �og, No " AI i IUThil ILA Tt IGi' Ad1 it t TnN T1TF ND. 1447 EXTERIOR ELEVATIll W c779 '" ---- BB :$CALD _ _ D+TD3/17/02 yT/i7I ___- HALF'----- � �GEN-0453 vSE:;£o $r. p"N= T=go.Wy COW. M WTOO TMAL Dour.. WATHWV, FIORMA.R,+s •,•,•�• •••,,-•••" "'- - i GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION 01447 WHEN USED FOR MULLING TRANSOM FIN LS�HSIZES ZONAL MULL SPAN> WCNU. HGT. V 50.000 62.000 74.000 79.000 86.000 90_000 96.000 108.000 24.000 235 133 82 64. 47 40 31 20 36.000 20B 116 71 y 56 41 35 27 18 48.ODD 199 107 65 51 37 32 25 16 %000 199 104 62 .48 35 29 23 15 72.000 199 104 60 47 34 28 22 14 84.000 199 104 60 47 33 28 22 14 NOTES: , ! ' CHART APPLIES MY TO EXTRUDED ALUMINUM MULLION 01447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO CIE ONE HALF MULLION SPAN OR LESS. WINDOW HEIGHTS SHOWN ON " r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRANSOM HEIGHT. . READ MLlWON SPAN AND WINDOW HEIGHT 1N INCHES. ' DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF, " DESIGN LOAD CAPACITIES SHOWN ON THIS CHART DO NOT CONSIDER ANY STRENGTH . WHICH MAY BE OBTAINED FROM FRAME MEMBERS OF A0=ENT WINDOWS. " Dmax - U175 CALCULATIONS PERFORMED FOR THE PREPARATION F THIS CHART COMPLIES WITH THE 21M REVISIONS TO THE 2001 FLORIDA BUILDING CODE. PREPARED BY: PRi7DUC7' 7LrwIvommy coRAOR rtom 1150 LOUISIANA AVE. SUITE B CA020040 WINTER PARK FLORIDA 32789 '16- w., n PHONE 407 622-63-141 FAX 407 8224M 01.1201 oa' ti4���ee� i r• @ f4 s ��� soeab 1 MULL I ^" ANCH BRACP rWINDOW FRAME vAmm, (TYP. ) �a !® ®lllc NO- GEN--0457 YTALLATION ! ! I I MULLION CHOR I ! I ! DIE NO. 1448 (P.) I I! 1 l fi I l !I I #8 SELF TAPPING i II I SMS (TYP.) MU LLION BRACKETANCHOR f-- TWO BY WOOD FRAMING MULLION - DIE 1,40:. 1448 g `INSTALLATION - S ECTION A - A ANCHOR (TYP.) EXTERIOR ELEVATION ��t�eesc eeirr>> 1 ,i .�•� ice. C) SEE NOTE2 SECTION B-13 NOTES: -- - - 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448. WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. DETAIL AT SILL IS SHOWN, DETAIL AT HEAD IS SIMILAR. 2) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1" MIN. EMBEDMENT INTO WOOD FRAMING. 3) INSTALLATION OF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH .THE 2001 FLORIDA BUILDING CODE WITH 2O02 REVISIONS. IT IS THE RESPONSIBILITY OR OTHERS TO DETERMINE COMPLIANCE ON A SPECIFIC STRUCTURE. 4},DESIGN PRESSURE CAPACITY OF INSTALLATION AS SHOWN ON THIS DRAWING is ±62.0 PSF. - � � 'Rr.►i� �4q� GENERAL ALUMINUM CORP. CARROLLTON, TEXAS MTm' FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1448 12 05 02 lwv" __—_ scntE HALF "AIL---- D"'cEN-0457. SWK A:t.`.D B'Y: PPAEP.X:'T n-cmreaWY Ct. MCI L=%V" AW,, eSW" PAW, FLCFWA 32M PHOW 407-422- M4 FAX 407-622-67.7! i GENERAL ALUMINUM CORPORA77ON VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE W48 FIN VERTICAL S.H. SIZES WDW. WSH. 18.125 25.500 29.500 ' 36.000 47.000 52.125 WDW. HCT. V 25.000 1245 ',1151 1151 1151 1151 1151 37.375 469 + 383 3w 345 344 344 49.625 235 -184 168 152 141 140 53.625 183 142 129:^` 115 104 103 54.625 172 133i 12 1 ae 97 96 �. 62.000 115 88 79 70 61 59 72.000 72 54 49 42 36 34 84.000 44 33 29 25 21 20 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FIN SINGLE HUNG AND PICTURE WINDOWS READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE` IN PSF MULLION AND FRAME ANCHORS SHOULD BE CHECKED£ IN EACH SPECIFIC CONDNTIM Dmax - U175 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2001 FLORDA BUILDING CODE. W PREPARED BY: PRWL(CT TE'CNIVOLOGYCORPORATM 1150 LOUISIANA AVE. SUITE 0 WINTER PARK FLORIDA 32789 PHONE 407 622-03341 FAX 407 622-W35 I � c 1 r CA020037 29-An-03 01-1201 GENERAL ALUMINUM CORPORAinOW FIN VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTiCAt ALUPNNUM MULLION, DIE 01448 P.W. SfLEB WOw. WTH. HOT. V 30.0o0 43.000 56.000 63.000 72.000 88.000 96.000 28.CY10 819 819 ,5 + 819 819 819 819 819 32.000 551 549 549 549 549 549 549 38.000 343 326 328 328 328 328 42.OW 264 243 243 j 243 243 243 243 56.000 110 91 86 86 86 86 86 60.000 87 71 66 66 66 66 66 72.000 48 32 32 32 32 84.000 29 .22 19 18 17 17 17 WOW 19 i + i,.d 12 11 11 10 10 3 CHART APPLIES ONLY TO MULLION 111448 WHEN USED T? MULL FIN SINGLE HUNG AND M-rVRE WINDOWS. READ WINDOW WM AND HEIGHT IN INCRES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF �+ MiULUON AND FF"E ANCHORS SHOULD DE CHECKED IN EACH SPECM CONDMOM. Dmmt = u170 CALCULATIONS I>EKF'ORMED FOR THE PREPARATION OF THIS CHART COMLPIE3 WRH THE 2002 REWSIONB TO THE 2001 FLORIDA BUILDING COOS PREPARED BY: P"00/1CP MhIh'0l.00YCORPORATPON 1100 LOUIS4WA AVE, SUITE 8 CA02DO38 WINTER PARK, FLORIDA 32789 29,1nn-03 PHONE 407 W41334 / FAX 407 822.6= 02-0901 1 4�' i +� 1 k7c:NLrKjqL AL.�JM�lVCi FLANGE ALUMINUM MULLION, DIE #1442 VERTICAL VATH NO REINFORCING BAR +, SH SIZES VERTICAL MULLION DESIGN LOAD CAPACITY CHART COMPARATIVE CHART IN DESIGN"PRESSURE - 0SF Y, 4 WDW. WTH. > 19.125 26.500 30.500 37.000 48.000 53.125. WDW, HGT. V 26.0.00 1062 987 987 987 987 987 ► 38.376 410 346 321 i 307 307 307 50.625 216 1 2 158 143 133 133 54.625 169 138 :122 109 99 98 r 55.625 1BO 125 ► 14 102 93 91 63.000. 107 „' 83 75 ' 67 59 57 72.000 70 ; : .54 49 42 36 35 84.000 43 33 29 25 21 20 i CHART APPLIES ONLY TO MULLION 1442 WHEN USED TO MULL SINGLE HUNG WINDOWS AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDITION Dmax n LI175 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO.THE 2001 FLORI,pA BUILING CODE. �4Ea6ldAq�,�� PREPARED BY: " ' PRODUCT TECHNOLOGY CORP. � ��,.A, • ' � 1150 LOUISIANA AVE., SUITE 6 WINTER PARK FLORIDA 32789 1 ° PHONE 407 622-63341 FAX 407 622-6335 m a 211vd. CA020140 18-Oct-03 02-0808 7Y I i GENERAL ALUMINUM ALUMINUM IMfULL10N, DIE $1442 WITH NO REINFORCING BAR 0 dP VERTICAL MULLION DESIGN LOAD CAPACITY CHART COMPARATIVE CHART IN DESIGN PRESSURE - PSF FLANGE VERTICAL PW SIZES Wow. WTN. > {MOW. MGT. V 16.000 ' 24.000 38.000 48.000 53,125 73.000 84.000 96.000 16.000 4237 4237 4237 4237 4237 4237 4237 4237 24.000 1412 1255 1255 1255 1255 1255 1255 1255 30.000 822 670 643 643 643 643 643 643 36.000 538 418 372 372 372 372 372. 372 48.000 282 209 167 157 157 157 157 157 60,000` 145 105 80 70 68 67 67 67 72.000 82 . 58 43 36 35 32 32 32 84.000 51 36 26 21 20 18 17 17 96.000 34 23 17 14 ° 13 11 10 10 CHART APPLIES ONLY TO MULLION 1442 WHEN USED TO MULL SINGLE HUNG FLANGE WINDOWS AND PICTURE WINDOWS READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD BE CHEMD IN EACH SPECIFIC CONDITION Dmax= U176 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITHTHE 2002 REVISIONS TO THE 2001 FLORIDA BUILDING CODE. PREPARED BY: PRODUCT TECHNOLOGY CORP. 1150 LOUISIANA AVE., SURE 6 WINTER PARK, FLORIDA 32789 PHONE 407 622-63341 FAX 407 822-6335 2 CA020141 18-Oct-03 02-0901 I INSTALLATION ANCHOR (TYP.) MULLION ANCHOR BRACKET MULLION ! (! f ANCHOR ! II ! BRACKET I Q #8 SELF TAPPING �� SMS (TYP.) e v � Q Q a �a CONCRETE OR MASONRY SUBSTRATE SHOWN,. --- FRAME SUBSTRATE ALSO APPLIES °wo Na GEN-0454 MUWON Goo 15 DIE NO. 1442 INSTALLATION ANCHOR (TYP.) n v SEE NOTES #2 & #3 t uSECTION BB RAME JAMS D.� 1442 HATES;._ ,) 1) "1 IEION INSTALLATION.'DETA(.LS-1kf?P�Y,;TO ALUMINUM TUBE MULLION, DIE NO. .. SECTION [' 1442, WHEN USED TO MULLx.§JNGLE 'RUNG AND OR PICTURE WINDOWS SIDE BY SIDE. J E C TI 0' A — IA. INONCRETE SCREW ANCHORMASONRY O! ATTACH F SUFFICIENT LTH TO 0TO ACHIEVE 1-11/4" MIN.ATE: WITH D u EXTERIO R EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOAD FRAME CONSTRUCTION. ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-8 IS TYP. AT HEAD do SILL. 5) 1 S�A`L_ OF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 20,Qa Or 1 G CODE WITH 2O02 REVISIONS. IT IS THE RESPONSIBILITY QQ�P 0 INE COMPLIANCE ON A SPECIFIC STRUCTURE. °e. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS ELEVATION' r mm FLANGE VERTICAL MULLION INSTALLATION (DETAIL FL 9-11-02 1 A REMOVE ANCHOR SPACING DIM.At- WT/vT DATE SYM. REVISION BY dt,t��sa8�t ALUMINUM TUBE MULLION, DIE NO. 1442 ---- aft BB JAPRIO 18/21 /02 ----- W-4m. HALF I HAn:---- MW NoGEN-0454 pWNUM ex P lCf rCK%oLonY CW� 11M LCURA iA AW_ YAMM PAR%, nAFWA 3VW RiONE 407-822-4334 FAX 4V-822- M INSTALLATION ANCHOR (TYP.) MULLION ANCHOR BRACKET IMINDflW - FRAME JAMB _ (TYP-) l II i II I II MULLION II ANCHOR I I I BRACKET I II #8 SELF TAPPING SMS (TYP.) oa 20 GEN-0459 MULLION DIE NO. 1442 1 a a v a V a_ C -- a a SUBSTRATE-:— ° INSTALLATION ANCHOR (TYP.) 1-1/4" MIN, a EMBEDMENT. sD1NO` O.. SECTION B . B DIEE NT442 �-- SECTION A -A wilco am m EXTERIOR ELEVATION NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1442, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN, EMBEDMENT INTO CONCRETE OR MASONRY. 3) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT SILL ONLY. 4) INSTALLATION OF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 FLORIDA BUILDING CODE WITH 2O02 REVISIONS. IT IS THE RESPONSIBILITY OF OTHERS TO DETERMINE COMPLIANCE ON A SPECIFIC STRUCTURE. 5) DESIGN PRESSURE CAPACITY OF INSTALLATION AS SHOWN ON THIS DRAWING IS t"g.pv PS , '00 ,to GENERAL ALUMINUM CORP. F ! p►` .a a'4,s CARROLLTON, TEXAS '` , p® Inc PRE —CAST SILL MULLION INSTALLATION DETAIL r. a. W/ALUMINUM TUBE MULLION, DIE NO. 1442 , ,j� l� oAM ---- OMBB ---- 12 05 02 � e T'RY a� Li OT-- ---- �E HALF �n -- -- D�ci NM GEN-0459 3O�t 7E000.'9.QG1' COW, if.m LVidAM AW. tVM PPJK KOMA 32M FHaW 40-•0"-ASK r" 40-6i2^6359 QZv �r - MULLION ANCHOR BRACKET wlNnoW FRAME SILL <T YP.) Q �o INSTALLATION ANCHOR (TYP.) #8 SELF TAPPING SMS (TYP.) MULLION DIE NO, 1445 MULLION DIE NO. 1445 MULLION ANCHOR BRACKET SEE NOTES-1 #2 & #3 d a v ki (a two BVG ' GEN-0456 INSTALLATION °Q � ANCHOR d (TYP.) v V v CONCRETE OR MASONRY SUBSTRATE IS SHOWN, WOOD FRAME SUBSTRATE', ALSO APPLIES. "4 -WINDOW -- -! : v FRAMEHEAD SECTION B—B v`(TYP.)TNOTES � 13 `MULLION INST:F►LL•ATiCJN DETAILS`-iAPF3LY-_T❑ALUMINUM TUBE MULLIOFE, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE wo ,Da .S._HEAD TO SILL. SECTION A A CTE MASONRY CONSTRUCTION,SUFFICIENT MULLION TSUBSTRATE 3DIA. ONC EWANCHOROF LTH. TO ACHIEVE1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CNSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS A OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING, 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. 5) INSTALLAj4BM*8 '6�LION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 A B B FLORIDA Dj�VGTH PECIFICVSTRtJCTURE.IS THE RESPONSIBILITY OF OTHERS TO DFTERMl&T XWC.AN5 _ , $r FXTFRT[IR- ELEVATION11 -�' GENERAL ALUMINUM CORP. g CARROLLTON, TEXAS. U7LFJ FLANGE HORIZONTAL MULLION INSTALLATION DETAIL �O!e°4 L� ALUMINUM TUBE MULLION, DIE NO, 1445 + _ Dw BB �r�B/z1�02 yng �Rjojl4 WT/rT' ---- ' HALF MATL,----d. rDGEN-045G { yARSA H'A �&ICT ii .IIb'Y =F. UVQ LpASM1.4 AYE.. Yiq'iiiR PNK FLUID.N 3rM RUE 40-62E-6=4 FAX 457_fiM'6= MULLION ANCHOR BRACKET INSTALLATION I I i I E DIE NON ANCHOR I H I i DIE IO. 1445 (TYP.) I !I 1! MULLION ANCHOR Ii ! 11 ! !I BRACKET R I f i i WINDOW FRAME JAMB (TYP.) MULLION DIE NO. 1445 ;CTLO A -A A A B a EXTERIOR ELEVATION INSTALLATION _.. #8 SELF TAPPING � a v SMS (TYP.) a SUBSTRATE SECTION B-B (TYP.) SEE NOTES ANCHOR — — — — NOTES: o' 1) MULLION INSTALLATION DET-AILS&-=APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DiA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR. MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT ICIENT LTH. TO ACHIEVE 1.-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. oEP M MARS ���+t i tc�� •,'� TF vF a GENERAL ALUMINUM CORP. CARROLLTON, TEXAS FLANGE VERTICAL MULLION INSTALLATION` DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 BRN: JS AAPRVD: — — — — DATE: 3/17 /02 /FT: _ _ SCALE HALF UATU — _ — — Dc� ]NO: GEN ,0452 r CCRP., 250 7r<i'RNATlC"AL P.Nwy, HEAIHRG-V, FLORMA 32746 PHWE 407-805-03F.5 FAX 407-b05-0366 EXTERIOR ELEVATION INSTALLATION _.. #8 SELF TAPPING � a v SMS (TYP.) a SUBSTRATE SECTION B-B (TYP.) SEE NOTES ANCHOR — — — — NOTES: o' 1) MULLION INSTALLATION DET-AILS&-=APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DiA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR. MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT ICIENT LTH. TO ACHIEVE 1.-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. 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G.A. 31 ;).—&HiM tf' RrO�J�'Yi ,rYtL?r� �y�{ NII,DVN FRAME HATERi AL ALLOY 6053 J) CAt K FIEH ID NIN^f'N, FAN AT KfAO .!ra k JAlJE15- 4) CALK FOR PIDIWETER SEAL AROUND EXTERIOR OF W?0OW FLA.4:.C. S) GLASS iHiGCNE``iS MAY VARY PER THE A_OUAEMLNYS OF ASTM L13CO CLASS CHk41. SII,GLE GL.A7WC IS SNC-W?:. INSUL+.TatG (SASS I5 A? SO OUALx�'1ED 6) W.ERE 'OPLIrqA'ER RESSYA-iCC 'EST RCNt MCNY GT ISX OF CE �fP'D.a IVE 95.N LOADS Net BE UktJEO TO VJ.0 FSF M 10 w'A.TL'N 1s5T P`t.5.',.rfi> 3E 5.0 PSr' AL 41EWO IN TEST. 7) N TALLATrJN: FYJ F"RAJJE W-h'J:.W IN *AXo rRAUE OPENI;4C W)t'T T*O OY WOOD SrUX I*_--NG ., 30 1110i it,t i:.Aii OR #6 SCktW OF SUFFICIENT LCNGtH TO PaOW-E MIN.1' 5wi iHl'i1INTO S_Q�TRAIC 5) s EXACT NSNDD'A' SIZE IS NOT LISTED M ANCHOR CN07 , USf ANC1ioq CUMnTY LISTED i51?ii NExr LAKXR Si2T. �,--- ' 6' MAX.(TYP) _ } --A — 104 Z12 P YGOSE>= LAVY .c., y�„Lu�lA�1�.`�� •' ^� j �W'- JG LarNIER t<M. �ru n'T m. tr' --.- !�-�G`1AAX.(TYP). _ r I ossc (.YK3r sx: wft.. 6 sm r4i Y. R1. fendfc, 17. ,'l..M' • tA. !w 11MU•bisa. 1T 75'L'1 nuu: llx W-3 ASSI'MMY QIPAWNG C C `, p / t c.. L E V t� t l V IV { I: i ;)3+n OUO POI- ssa_oo" �� Jc5 ;tUC/193D%tR7J tE a HE '3?fiwG HkP VlhY)Oir 'VIEWED FROM EXTERIOR ' :h•a. CtGt0 a EC�:C AA NIA e R1i7L—tt ii UIG !JV✓�LR �AL4Y "___. €��..._._._.-1. 5/25./04 tR ! E;su-'Arm it,m I GA 4 3 - REVISIONS I °er Ma r.A CT I CKINI (s) vrrQumlAT[ SL_ roR u• wD[ txIDR. DESCRIPTION JTTAC14M r toc L-ux Top a REV. N0. ZONE: DATE: ECN N0. HPPVD: MpnFt 4RCT (24 GA. STD AND UR AWESNE tA�nNG CE) R) - M A 1 i4 wNDRIiGN[AL TW/G[ SUPPGRf tY i 000R wsrAJLfR (TO sl)r) IJ 20 1 WN. OM SINLS ATTACHEO TO DOOR SKM WTH PA[EM[D TOE' L-LOC STSTEU DTfOY a OCIROt). `` y[Ey I `� �VSEW �• 13 FE/�dST0 t0 COD .NAY["M�TtM ; LAC seRixs " . AV N. As AN O 1 t AV AS W POOW ' C W. IRACX- VICA' 'C• 8 .q C I l• YIN�TRAC MICKNESS:.*W - 1-,/1•.12 Fd "V. SIM TR14K SRAC"[T. +� .•• IIII1.�''IL-��+T'1I�''''1 (WTMN (a) TRACK 01VCK[TS PER SIDL IG� sn+ul 1 two PoarT LOGNWO - SNR 7D► eRAGK[T �• io a u-Isws. NAG U-OAR'S M A T �. YA4fR[� TOO U,L - ONEBU-6ARS� .3 S• WELT METAL SCRM SEM", DIIDNAL pmioc K[Tm lG6K Posn1GN�� o GPnoNAL ns � 1iL t+° •,x• o TAPPw� SC SW OF wRCri ...:� WK. DOOR MSDM - IS'-0• �� ws� .•. IYO wxOR • nry nrvA / 1 d SSA -S A RL. _ Uwd STOP YOUDWO av OOOR INSMLLQ (TO SUISI..v .•j�Li r•�s i� y�TW 1. �r m}1 SISONS iRAN[ WRIT U.V. Q R A i4(!SN SK`IilAl►10 i- 10 Gl YW. GKV. SMEL OW STIS1 •!n ' ' T-QVt.:C y; . •• . RS UP TO 7-O• !Sa)SSCTIONSS. (SNOM!!I�.-_,) CGTMO ON OUTSIDE SURFACE' (01 110T II[4UW, '�' �• (Nor Srw+. APi IW7<Q Al he Tt11.DR THE JAY[ • T•• . ^ � sSQL .>n GA. f:ALV. S1T[L RJT[JI. 37Rf },•. Y -1 r =' Tom'" 1/r ACJP/LD lM 1 /SSTs® TO WO110 Irl YPxDm :NYo[MAOLM °"A01 u• R-s r va sOxeR •. c•, •,• swP W JOINIs.1 3' TALL U-BAR 10 fA GLLV. STFS'.L gig. TDTD 91RElI ! 50 Ks A 11r 4 WE RETA MER rRM ON[ s/ ,.. •. . laJ/4• PAN /IV D sucw a .I UEEYV M1G a[JRExs (C-!D ON i[R eRAOREi. T/i V la AOUNO PsN • �• • • • ;] (10 SER PG Utq 7H/.0.6.K`•M;{'_ TF1/s GORO f .000 PASTn+tJf (ON[ Put" anent) ro fYl.rxv;afQ TE SNAP ultN FN4WES P9 [Q. i'�O� FASTa(D•70_OffOt:•SSKJ3 •/l.) / SNAP 7WACK. ANb10Af. -r y �0{ rJ¢ �NRm1RRm i• a1Lv. S7� 1RACK rASfIXC� TC ;ATTWm ro [�NOmsTIL 1yU[LWM�r 4) f,a HCLT VITAL SGRLTva 17 OfLV. STF6 TOP ONE SWAP IA CH ON APWIS• YAT e[ 1: a GAIv. SIER tR.CR aRAFN[iS• - :a.! a4 l5N4 sfll iM►R16 Pa aD wmGL R.1�KR. [Ad GtN sD[ Or DOOR. ecx W ) m PROVO A FTWsIT TRACK tlbH[O TD FAGN 04L'K❑ t) f • / 9p fBAirACNm x/(a) YfiF1S. sRL (Y�/6 AOL NDIIIRON AL J MDTv'aSro• BCITi a NUTS / .! a• SHWT UUAL O:S iR° 7/a' OK RN[TS. SCIIQ�S 1NNOlE D STRL t' ON, LIDR[ SM. 10 d1LT STm ROUJWAX v �� P.L OUI" ppD! JNiB-.d Tom TDRDL ►.L 911 /4 (K GlLV. S/1m STRE IJORITI tIROUISL ►.L /SsaTI 010 N' !; ME FmuSx B � KNOM pDK gw DESIGN LWfl5: +24.o PSF h -24.5 PSF arxrs r tN[ o[ITcx a 7N[ svPro1rt11+D sTRVGTUTRAL TEST LOADS: +36.0 PSF d: -37.0 PSF a (.) 1 4 K0/4• SFliTRACK TApTNG SfAEWS. 4 •eO A j�CIR ntoN EJOVMOE•CN SIODE i�•AF 6C D1E RfSPONAIRJM Oi T1fE PROEESSUN A RECORD FDA THE BURODJO OR STAU�IIIRE AND W ACCORMMEE PART NO.: - oF DOORKWDLE. OEIRRFNT OuKDIi10 OOt1Es FOR iNE L v USfED ON 0 A fONenA \ sp11O1E l K 4+(k� TTd ORARSNO. 3ti "11A,11 S:i1r ` 3• TALL . i0 rJ. G1LV. s,m U-6WS I1Neee SLOW «Nr-iu IDL�AL C'D`�°",4. J 45 � I 3I A 2-1-1-t PATtEAN (i.E ttr� u 6,Rs Ad. 0 gGFTBY SECi1011, ONE U-8U( ON �tE>GK M Yd R TE)LERkNCES ere ` FM No. i s133- 4 IB s FACN U-bUI ATTKHD) [pDf SNpt r ..n1.Wr Ir.a «a ..w ^�1 •p t.03 V 1 4•.3/i SAt iAIYDD SEJ{fWi EACR 1. eYeN..e. e... DESSCRIPMN: MODEL fiRST W4 76-0 x 6-0: 2s/-24.5 DESIGN LOAD rta IneatoN. or ppOR. mra wdeeN. r deNMAM .00 4 )b Oo SCALE: NTS DWG. .00D - t.D05 BMM DATE: / / ) OF D•eoTT ,`;;,"�r.,�°�.»�. ..0000 - t.DaT DRAWN BY: M DATE: a/ts/Oo SHEET T -- _ M r-ea - 31�z CHECKED BY: REV. "NO. � -Ti �, vay. flID. 9OT1OY •ByCK[T. Th1rd Angle FJAI4ee slNd p1Ner►IY102138 ATVEHm WTIw (1) IT••s/a SUETYETAL SCtRE`NS. .-�-•7� _. ... _ ProjeeUoD '�J" DWENSIONS ME IN INONES. DWG. NO•: ' _ •NY1011UY CKTRf a VVrfl r(ATHtFQTiR4 l. _. � `J ........ _`�.• " f 3 JB MATHEWS COMPANY 2036 Apex Court Apopka, FL 32703 407-656-1289. 800.226.3667 1 IIII��IIiIIIII�IIIIII�illlilillr°' ' 1I l 1 4 3 3 OPTIONAL OSB CLASS OR r 1/ 8 ACRYLIC LFTES AVAILABLE ATTACHED W/ TOC')L � LOC u(TOPTAEc BOT) (SEE SECTION 8-8) 1� D ANO URETHANE ADHESIVE (ALONG CENTER) r, 20 A' LAIN. ENO STILEST� 1{EOmTO DOI�{ 4,L� STILE ' SKIN WRH PATENTED TOG-L-LO{{`V CC,7 V "�` A TOP, BOTTOM K CE ER ILE o - / 25 CA. MIN. CALV,-/ .V LOCK POSITION STEEL SKIN COATED S (BOTH SIDES) - WITH A BAKED -ON PRIMER. g TWO POINT LOCKING AND A BAKED -ON POLYESTER y TOP COAT APPLIED TO BOTH jj SIDES OF STEEL SKIN, ONE 3' TALL x 20 GA, U-BAR (SO KSI) C PER DOOR SECTION. i ) END' SLIDE BOLT STU ••LOCK ENGAGES OPi18NNAA1 V $ ORO VERTIGSL + A TRACK. ONE OPTIONAL OUTSIDE XEYED LOCK POSITION LOCK ON MAX, DOOR WIDTH 9'0' ' EACH SIDE OF DOOR. /14x5/8'.SHEET METAL SCREWS INSIDE SII BOAT = • LncX eannN ( ) Up . 0D00 S OOVER07-0 HIGH CONSISST�OF (6S4)SECTIONS S(/JOT �5HNOWN). O 1/4'x3/4' SELF 0 2x6 YELLOW pINE JAMB J8 MATHEWS COMPANY 2036 Apex Court —_ _..... ---Apopka, FL 32703 4(Q—656.19RQ QAA ooc lore, DATE: ECN No. " TXICK 3' TALL U-BAR ® 20 CA. CALV. STEEL ROl1i:R /RAGKR. FKX /RAGKR ATTACHED w/(3) EI♦KS/6' SHER MRAL XIP UP JOINTS U r F 14 " GLV. STEEL CND MMF EtcH ASTENED TO END F`TLEI - t11EET K REINS A' (4) 1/4REWS. SEIf 'L' WPM SCREWS. .j 1 DESCRIPTION HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) ,II O 13 CA_ CALV, STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WRH WOOD LAC SCREWS. NOTE. DOUBLE TRACK �A�K GONFlCIIRAT�u LOW HEADROOM IS AVAILABLE AS AN OPTION DOOR HEIGHT Y' 2' CALV. STEEL TRACK, 6 -6 70 MIN. TRACK THICKNESS: .060' -0 8 -0 a8 3 TALL EL x T . Gi at v. L—f TYP. 2-1/2'x12 CA CALV, STEEL TRACK BRACKET. PER CGiIOH. EACH U-W ArUCKED(4) TRACK BRACKETS PERSIDE. w0H Two 1/4*.3/4• SD_r TApPWOSCRUMS PER STILE LOGATIOX. LHR TOP BRACKET TRACK HORIZONTAL FRONT FRAME WITH U.V. f COATING ON OUTSIDE SURFACE I /2 KJ LAC: SCREWS ON 24 C Ilr•� 7� ` R1K� TvT0 OOURI F TRA(`X iAPPING SCREWS. WASHER REOUIRFA. lAC'SCREWSS _t-I 4 O.D. MIN, 'vJ`\\\L_ r I_nw HF.OROn� OPTON MAY BE COUNTERSUNK J14KS/6 SHEET METAL SCRLIYS, i I r, le .A IV1=_ fpMF01_ jE_jj= (BUT NOT REOUIREO)'To PROVIDE A FLUSH MOUNTING'1 ALMIIWUM OnAUSIDX SSB CLASS OR OPT1nNAl 10 RFW SURFACE HORRONTAL 4AM8S 00 NOT TRANSFER LOAD, wm wc4THERSTw►. 1/8' ACRYLIC LITE WINOOw IrtF BRACKETSIFASTENED TO WV. OOD AMB WITH ONE S/16'KI-5/8' LAC SCREW PER CRACK BRACKET. 2' CALV, STEEL TRACK FASTENED TO - 12 GA. CALV, STEEL TRACK BRACKETS TRAWITH TWO TM/4 r5/8' BOLTS K AED TO EACH, k N, NUTS OR TWO 1/4' DIA. RIVETS. SECTION A -A ECID< V'fW` SECTION R-R VFR71rAl IALIR ATTAry, Eri - /8x3/4' PAN HEAD SCREW STOP MOULDING BY ODOR INSTALLER (TO SUIT) 3 8'K4 SLEEVENE µCHORS ON 74 CEMERS {BOTH LRE RE INSIDEAjuER (t0 SCREWS PER LITE) 20 CA WIN. CALV. STEEL ENO STILE MOLDED INSIDE END C-90 BLOCK OR 2,000 PSI MIN: CONCRETE) OR STILE 1/4'x4' TAPCON SCREWS ON 24' CENTERS (2,000 INTER � 20 C.A. SNAP LATCH ENGAGES STILE !(1 CALV, STEEL INTER, STILE PSI MIN. CONCRETE). WASHERS INCLUDED SLEEVE ANCHORS. 1-1/4. O.D. WIN. WASHERS REQUIRED WITH TAPCONS. ANCHO S WAY BE COUNTERSUNK (BUT NOT R£OIRRED) TO PROVIDE A FLUSH INTER. STILE MOUNTING SURFACE HORIZONTAL JAWBS DO NOT TRANSFER LOAD. OUTSIDE KEYED 18 CA CALV. STEEL CENTER HINGE HANDLE L FASTENED TO INTER STILES W 4) •14 CA CALV, STEEL ROLLER HINGEE$ I14KS/8' SHEET METAL SCREWS.. FASTEN— TO END nLF EACH W/(4) 14X3 B' SHEET METAL SCREWS AND 4) 1/4"x3/4• SELF TAPPING SCREWS PER END HINGE. �2" DLA. SHORT STEM, 10 BALL STEEL ROLLER. NQ L THE DESIGN OFt 1NE SUPPORTING STRUCTURAL ELEMENTSC zXJQd_c__L N RECOR BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. _ MARK WESTERRELD, P,.E FLORIDA P.E. r48493 NORTH CAROLINA p C /23832 / ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE �- END T �J}e STU OUTCIDF� K �I nrK INSIDE HANDLE n -K BAR 10ryI1Jr, LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. DUTCIDF KED 1 nrlr DESIGN LOADS: +25,0 P.S.F. & -32.0 P.S.F. SNAP ATEYH I WX QdTO.• TEST LOADS: +37.5 P.S.F. k -48.0 P,S.F. b" A u.o ;w Io'�wo"L °L PART NO.: - �ro-w•n:�:n K . rr. U.I.- Stele OtA.MI.. T 312 Wo4.A SL Sit. 16M A F•, �."+ X. o. c PKauucTS m TOLERANCES S. . IDEAL tfndnrou ON 45202 .0 . t.03 WA4t Sett Id 90. I-�13-.b1-{607 "' �I,,.n w .I„ • " °w^'w.. _ °sm.et I- 1b. 1-513-762-3519 .00o t.015 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD ate-• �wiv w,.I,.,(.� .0001) - t.005 0• — f •O01 ➢RAVTT BY: BWW DATE: 4/ta/Do SCALE: Nis DWG. D Third MgIK q - m I/2• 'CHECKED BY: Nww DATE: 4/la/00 SHEET I OF I SIZE B Proj4eDon - UnIK+. Steal OD,.nlr W+TNSKIXS ARE w WCHEs. DWG. NO.: 102137 REV. ND. 0 2 � C W RW wilding.Consultajjts, Inc. B Consulting and Engineering Services for the Building Industry P.O. Box 230 0 alrr0; FL 33594 Phone 8h.684.3831 Facsimile 813.684.3954 ENGINEER'S NOTICE OF EVALUATION # I'S0-8205F Thernia-Tru Corp. 108 Mutzfeld Road Butler, ll\l 46721 Phone 219.868.5811 Facsimile 219.868.5190 4: DESCIUrTION OF UNIT - Alodel Designation: Premium Series Wood Edge SteeliVoor (Opaque) with or without Side-lites Maaimurn Overall Nominal Size: up to 8'4 x 8'0 Usable Out -swing Configurations: X, OXO, XO, OX, XX & OXXO General Description: The head and jambs are wood measuring 4.5" x' 1' l5+ with an extruded aluminum threshold. The door panels and sidelite panels are 1.68" thick and consist of two 24 gauge (min 0.022") steel skins for the Premium Series glued to wood stiles and rails with a urethane core. The glazed sideliles are routed to receive 1/8" tempered or 112" insulated tempered lip lite inserts manufactured by Thera-Tru...; I. FBC Section 1707 Materials and Assembly Tests (1707.4.3 Exterior Door Assemblies; 1707.4.5 Mulhouq' Door Assemblies), i r P4+j Test Description Test Location Date I Repott No. Certifying En ASTM E330 Uniform Static Air Pressure NCTL— Orlando, FL NCTL Orlan�o, FL May 1, 19 77 210-1917-1 eer Barry D. Portnoy, P.E. # — Ma 25, 1998 210-2030-1 16258 1715 2U2 Forced Entry NCTL— Orlando; FL May 1, 1997 Y 210-1917-1 NCTL— Orlando, FL May 25, 1998 210-2030-1 Barry D. Portnoy, P.E. 0 16258 AS"I'M E331 * Water NCTLn — Orlado, FL May 1, 1997 210-1917-1 Penetration raeT1,- odanao, FL Ma 25, 1998 210-2030-1 Barry D. Portnoy, P.E. ff 16259 ASTM E283 Air Infiltration NCTL— Orlin' o, FL May 1, 1997 210-1917-1 NCTL — Orl o, FL May 25, 1998 210-2030-1 Barry D. Portnoy, P.E. H. 16258 TAS 201/203 "Large Missile acUC clip a window and NCTL — Orlando,. FL meet 150/ of Pn if;— T)�; P.d......_ 4 - May 1, 1997 .—, 210-1917-1 Barry D. =P,E. * SideGtes are considered mow•,,.. a...wu.v nui�� ulUlu uUVll l;l llG[la. **Sidelites must be shuttered to meet windborne debris criteria. Design r-essure Ratings: r Configuration 6a'timum Siz, t Design Pressure Ratings Opaque Single X :"Up To TO x 8'0 + 45.00 - 45.00 Opaque Single with Sidelites X0, OX, OXO Up To 5'4 x 8'0 -1- 45.00 - 45.00 Std Alum Astragal Coastal Alum Astragal Opaque Double Up To 6'0 x 80 + 40.00 - 40.00 + 45.00 -45.00 Opaque Double with Sidelites OXXO 'Up To 8'4 x 8'0 + 40,00 - 40.00 + 45.00 - 45.00 Installation and Anchorim • See reverse side this page Use 1. Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Nlinimum Design Loads for Buildings and Other Structures do not exceed the design. pressure palings listed. above. 2. For Masonry installations where the sub -buck is less than 1-1/2 inches (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) same diauleter Tapcou type concrete anchors lnusl be substittited a>ul 1e lengthln.ust be such that a rnit irnum 1-1/4" engagement of the Tapcon into the masonry wall is obtained. Certification: Florida Professional Engineer - Seal No. 43409 April 25, 2002 Lyndon F. Sclunidt 6.0" 3.0" I I I - 6.0" 6.0" 3.0" 3.0" 6.0" -1 3.0"►{ 3.0" O O to � When attaching 3idelite the above anchoring applies. 410 x, 2" LG. SEE NOTE PFH WS # 10 x 3/4" I d. 110 x I" LG. PFH WS PFH WS SEE NOTE U # 10 x ' %4" LG. PFH;; WS. " DETAIL "C" DETAIL "D" Note: When attaching the strike & �--1 i-- 6" 6" NOTE: A'I perimeter screws are deadbolt plates to the strike & buck use 110 x 2" Lg. PFH WS. 10 E �. 8 X 2-1�2., f'�H WS. When attaching the strike & SEE i deadbolt plates to the astragal DETAIL "E" I use #8 x 2 1/2" Lg. PFH WS. � e ,o When attaching the strike jamb & Therme- T ru'� Premium Series Wood Edge opaque Out -swing Steel Door Maximum Size Ufa TdB'4 x S'® to I - -.- 2 Q0 V) V) SEE DETAIL X SEE DETAIL VA" "g — z �w X n SEE DETAIL ..D,. SEE DETAIL -' "C" X I PSO-8205F � SEE .DETAIL "F" u� sidelite jamb use #10 x 1 3/4" Lg. PFH WS. (2)18 X 2 1/2" LG. PFH WS (2)#8 X 2 1/2" LG. PFH WS `ALUMINUM ASTRAGAL COASTAL ALUMINUM ASTRAGAL QETAi� Y ATTACH ASTRAGAL TTH 0'w'! OL- , STRIKE PLATE TO FRAME AS SHOWN. DRILL THRU FOR DRILL THRU FOR (2) MOOLT "BOLT DEEP .357"0 BOLTS DEEP FOR A 1" ENOUGH FOR A 2" ROW tBOLTOW t ALUMINUM ASTRAGAL COASTAL ALUMINUM ASTRAGAL DETAIL ASTRAGAL THROW BOLTS AT THE THRESHOLD R W R. W Building Consultants, onsu ltants, Inc. B��pp Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33594 Phone 813.694.3831 Facsimile 913.684.3954 ENGINEER'S NOTICE OF EVALUATION # PSI-8205F Therma-Tru Corp. 108 Mutzfeld Road a Butler, IN 46721 Phone 219.868.5511 Facsimile 219.860.5190 DESCRIPTION OF UNIT Model Dcsiguation: Premium Series Wood•Edge"Steel Door (Opaque) with or without Side-lites Maximum Overall Nourinal Size: up to 8'4'x ST Usable lu-swing Configurations: X, OXO, XO, OX, XX & OXXO General Description: The head and jambs are wood measuring 4.5" x 1.25" with an extruded aluminum threshold. The door panels and sidelite panels are 1.69" thick and consist of two 24 gauge (min 0,022") steel skins for the Premium Series glued to wood stiles and rails with a urethane core. The glazed sidelites are routed to receive 1/8" tempered or 1/2". insulated tempered lip lite inserts manufactured by Them" ga-Tru FBC Section 1707 Materials and Assembl'�ests• (1707.4.3 Exterior Door Assemblies; 1707A.5 Mullions Door Assemblies) 'rest Description Test Location . Date Report No. Certifying Engineer ASTM E330 Unifomr Static Air Pressure NCTL — Orlando,. FL May ljj 1997 210-1917-1 NCTL —Orlando, PI Ma 27 1998 210-2030-1 Barry D. Portnoy, P.E. N 16259 TAS 202 Forced Entry NCTL—Orlando, :FL May 1,1997 210-1917-1 NCTL — Orlando, FL May 25, 1998 210-2030-1 Barry D. Portnoy, P.E. // 16258 ASTM E331 water NCTL — Orlando !FL May 1, t?97 2104917-1 Penetration NCTL—Orlando F; May 25, #999 210-2030-1 Barry D. Portnoy, P.E. # 16258 ASTM E283 Air ln8ltratiion NCTL— OrlandoF May 1, 1997 21U-1917-1 NCTL — Orlando May 25, 1998 210-2030-1 Barry D. Portnoy, P.E.1/ 16258 1'AS 201/203 ""large Missile acU clip NCTL—OrlandoFL:, � May 1, 1997 210-1917-1 Barry D. Portnoy, P.E. I1 16258 * Sideliles nre Vn ;A—d ,..n:...l...,...—A ......,.� I eoi ----••--•_ •• -...... —gUg .rjcsure)vaiermtutrationcritEna- "Sidelites must be shuttered to meet windborne debris criteria. ., Design Pressure Ratinl!s: ni Y Configuration Maximum Sine Design. Pressure Ratings Opaque Single X Up To 3'0 x 8'0 + 45.00 .- 45.00 Opaque Single with Sidelites X0, OX, OXO Up To 5'4 x 8'0 + 45:00 - 45.00 Opaque Double XX Lu To 6'0 x 8'0 Std Alum Astragal . Coastal Alum Astragal + 40.00 - 40.00 + 45.00 - 45.00 0 aque Double with Sidelites OXX0 To8'4 x. 8'0 + 40.00 - 40.00 + 45.00 - 45.00 Installation and Anchoring: See reverse side this` page' Use + - 1. Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as deter tr;: ry ASCE 7 Alinimum Design Loads for Buildings auil Other. Structures do not exceed the design pressure ratings listed above. „ 2. For MasojMrinsWlations where the sub -buck is IA than 1-1/2 inches (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) same diameter Tapcou type concrete anchors must be substituted and Om length niust be such that a urirtitnurn 1-1/4" engagement of the Tapcou into We una�oruy wall is obtained. Certification: Florida Professional Engineer' - Seal No. 434(* April 25, 2002 Lyndon F. Sctltltidt I � " W Ruild u2 Consultants, a11tS, Inc. B Consultingai Engineering Services for the Building Industry C P.O. Box 230 a 'co, FL 33594 Phone 813.684.38.31 Facsirile 813.694.3954 ENGINEER'S NOTICE OF EVALUATION 9 PSI-8204F ' Therma-Tru Corp. 109 Mutzfeld Road Buder, IN 46721 r_ Phone 219.868.5811 Facsimile 219.868.5190 } c— DEScRIPTloN of UNIT Model Designation: Premium Series Wood Edge S'ke Door (Glazed) with or without Side-lites Ma itu na Overall Nominal Size: up to 8'4 a 8'01',' Usable In -swing Configurations: X, OXO, XO, OX, XX & OXXO General Description: The head and jambs are wootl.ineasuring 4.5" x'1 ZS" with an extruded aluminum threshold. The door panels and sidelite panels are 1.68" thick and consist'of two 24 gauge>ln 0.022") steel skins for the Premium Series glued to wood stiles and rails with a urethane core. The glied door panels and sidelites are routed to receive 1/8" tempered or 1/2" insulated tempered lip lite inserts manufactured by Thpua.-Tru. FBC Section 1707 Materials and Assembly Tests:', (1707.4.3 Exterior Door Assemblies; 1707.4.5 MuUioitjs Door Assembles) Test Description Test Location Da a Report No. ASTM E330 Uniform Static NCTL— Orlando, FL May 1, 1997 210-1917-1 Air Pressure NCTL —Orlando, FL M!X 25, 1998 210-2030-1 TAS 202 Forced Entry NCTL—Orlando, FL May 1, 1997 210-1917-1 NCTL—Orland FL Ma .25, 1998 210-2030-1 AST11 E331 Water NCTL — Orlando„ FL May 1, 1997 210-1917-1 Penetration NCTL— Orlando;';Plij: May 25, 199 210-2030-1 ASTivi E283Air Infiltration NCTL - Orlando FL May 1, 1997 210-1917-1 NCTL—Orlando;=FL'. Ma 25, 1998 210-2030-1 #sLurge Missile ,: 11 TAS 201/203 NA t i ; NA Iui act/C cliu $. NA * Sidelites are considered a window and meet 15% of Positive Desit9n Pressure water infiltration criteria. ;` "llris product must be shuttered to meet windbome debris criteria Desigrl Pressure Ratiu�s: Cert' ing Engineer Barry D. Portnoy, P.E. # 16258 Barry D. Portnoy, P.E. # 16258 Barry D. Portnoy, P.E. it 16258 Barry D. Portnoy, P.E. # 16258 NA ,Coufiguratiou ' 1 !Iaximum Size i Design Pressure: Rllings Glazed Single X To 3'0 V, 8'0 + 45:00 - 45.00 Glazed Siii le. with Sidelites X0; OX; 0XO !:` []p To 5'4 x 8'0 . " + 45.00 ' 45,00 Std Alum Astragal Coastal Alum Astragal Glazed Double 1YlY -Up. To 6'.0 x 8'0 .:' + 40:00 = 40.00 +.45.00 - 45:00 Glazed Double wi111 Sidelines ` : OYYO U To 8'4 x 8'0 .. + 40.00 - 40,00 + 45.00 - 45.00 Installation and Anchoring: See reverse side this page Use T yin 1. Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as deterntined by ASCE 7 Minimum Design Loads for Buildings and Otber Strur4ures do not exceed the design pressure ratings listed above. `! 2. For Masonry installations where the sub -buck is less than 1-1/2 inches (FBC section 1707.4.4 Anchorage Methods.and sub -sections• 1707.4.4.1 and 1707 4-4.2)-same-d aineter Tal'con-type-cote aucliors must be substifufed ant -tom engfii must -- be such that a nduirrunn 1-1/4" engagement of the Tapcon into the tuhsomy wall is obtained.' ,—, Certification: Florida Professional Engineer - Seal No. 43409 April 25, 2002 Lyndon F. Schmidt �Ber>aWTu �eius� ,Wood EdoeIazgU In -swing Ste®l Door maximum'$Ize Up td1 1874 x a°® I� �t "i * 7 6.0" 6.0" 3.0" .. 3.0" 6.0" 6.0" - - 3.0 3.0" SEE + -� I- - 3.0 DETAIL I I I I w w o U0 X When attachm+ Sidelite the above anchoring applies. #10 X 2" LG. J `. - __ SEE NOTE PFH WS SEE DETAIL # 1 D x 3/4" LG. 10 x I" LG. "D.. PFH WS f H WS t, SEE NOTE U r- —) ; PFH WS DETAIL "D" DETAIL "5��. Note: When attaching the strike & �--I {-- 6" 6° -'i I-- deadbolt plates to the strike & NOTE: All perimeter screws are buck use #10 x 2" Lg. PFH WS. #8 X 2-112" PFH WS. When attaching the. strike & SEE deadbolt plates to the astragal DETAIL "E" use #& x 2 1/2" Lg. PFH WS. �_� co When attaching the strike jamb & to sidelite jamb use # 10 x 1 3/4", Lg. PFH WS. (2)#8 X 2 1/2" LG. PFH WS (2)18 X 2 1/2" LG. PFH WS to CA p to w o _ SEE SEE DET?IL .? U) ALUMINUM ASTRAGAL COASTAL Z DETAIL C" to ALUMINUM ASTRAGAL jU nl 4(' "D" s + DETAIL "E" ATTACH ASTRAGAL THROW BOLT w _ STRIKE PLATE TO FRAME AS SHOWN. t6 ;n DRILL THRU FOR DRILL THRU TOR cv to 7A .357"W BOLT DEEP A .357"0 BOLT DEEP ENOUGH FOR A 1" ENOUGH FOR A 2" B "B" BOLT THROW OLT THROW -� s. ,. _ 3" 6 - I F- - 6" ALUMINUM g" --a UM ASTRAGAL COASTAL "~_ + ALUMINUM ASTRAGAL DETAIL "F" PSI-8204F '_�_SEE DETAIL "F" ASTRAGAL THROW BOLTS + AT THE TI-IRESHOLD t R R W Build' . ng W iConsultants, Inc. BConsulting.and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33594 '1 Phone 813.684.3831 Facsimile 813.684.3954 ENGINEER'S NOTICE OF EVALUATION # CPSO-203F Therma-Tru Corp. 108 Mutzfeld Road Butler, fN 46721 Phone 219.868.5811 Facsimile 219.868.5190 DESCRIPTION OF UNTT Model Designation: Construction / Premium Series Wood Edge Seel Door (Glazed) with or without Side-lites Marimum Overall Nominal Size: up to 814 x 618 Usable Out -swing Configurations: X, OXO, XO, OX, XX & OXXO General Description: The bead and jambs are ivood measuring 4.5" x 1.25" with an extruded aluminum saddle threshold. The door panels and sidelite panels are 1.68" thick and consist of two 25 gauge (min 0.018") steel skins for the Construction Series and two 24 gauge (min. 0.0227) steel skins for the Premium Series glued to wood stiles and rails with a uretba;e* core. The glazed door panels and sidelites are routed to'receive V2" insulated tempered lip Lite inserts manufactured by Therma-Tru. FBC Section 1707 Materials and Assembly Tests: (1707.4.3 Exterior Door Assemblies; 1707.4.5,,M' Wons Door Assemblies) Test Description Test Date No. cer0fing En ' eer ASTM E330 Uniform Static ETC- Rockher, NY July 11, 2001 01-741-11004.0 Joseph L Dolden, P.E. # 42929 Air Pressure NCTL—Orlando, FL Ma 25, 1998 210-2030-1 Barry D. Portnoy, P.E. # 16258 TAS 202 Forced Entry ETC- Rochester, NY July 11, 2001 01-741-11004.0 Joseph L Doldem, P.E. # 42929 NCTL—Orlando, FL Ma 25, 1998 210-2030-1 Barry D. Portnoy, P.E. # 16258 ASTM E331 • Water ETC- Rochester, NY July 11, 2001 01-741-11004.0 Joseph L Dolden, P.E. # 42929 Penetration NCTL—Orlando, FL May 25, 1998 210-2030-1 D. Portrro , P.E. # 16258 ASTM E283 Air 1nlilft-ation ETC- Rochester, NY NCTL—Orlando, July 11, 2001 01-741-11004.0 Joseph L Dolden, P.E. # 42929 FL Ma 25, 1998 210-2030-1 Barry D. Portnoy,P.E. # 16258 TAS 201/203 "Large Missile clin , NA .NA NA NA uawuw w\y� YI WW" W1Y 111GG\ 1J %Y ul rlc:luve 11GSrgurress= waxer mnrq Lion ,Cetera, '• This product must be -buttered to meet windbo[ne debris criteria � 1 Desizu Pressure Ratings: Configuration t ,. Maximum Size Design Pressure Ratings Glazed Single X Up To 3'0 x 6'8 + 47.00 - 47.00 Glazed Single with Sidelites XO, OX, OXO U To 5'4 x 6'8 . + 47.00 - 47.00 Std Alum Astmgal Coastal Alum Astra al Glazed Double XX Up To 6'0 x 6'8 + 40.00 - 40.00 + 47.00 - 47.00 Glazed Double with Sidelites OXXO U To 8'4 x 6'8 + 40.00 - 40.00 + 47.00 - 47.00 installation and Anchoring: See reverse side this page Use i. Evaluated for use in locations adhering to the Florida Building Code and where pressure requimmcnt,_as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure :^3 "1[,,<tZ0 above. 2. For Masonry installations where the sub -buck is less than 1-1/2 inches (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) same diameter Tapcon type concrete anchors must be substit+.ited and �length must be such that a minimum 1-1/4" engagement of the Tapcon into the masonry wall is obtained. Y Certification: Florida Professional Engineer - Seal No. 43409 April 22, 2002 Lpdon F. Schmidt 19506 French Lace Drive Lutz, FL 33558 I Therma-True Construction/Premium Series Wood Edge Out -swing Steel Door aximum Size Up To 8°4 x 616 i 6.0' 6.0' to 6" 6" 'i y 3.0" 3.0' 6.0 6.0" 1 I 1 4 3 0; 3.0" -- I �- � I11 t l I f I w SEE DETAIL W C �— a — vai —_ X S W SEE W DETAIL D. A' T—'i 6" R R co to 0 0 t When attaching, Sidelite the above anchoring applies. SEE NOTE of 10, x 2' LG. PFH WS SEE NOTE #10 x'3/4" LG. 110 x 1" LG. "D" PFFi WSWS PFH DETAIL ' ;f !F 110 3/4" LG. Note: When attaching the strike do PFH WS deadbolt plates to the strike k SEE DETAIL "E" 6" --I I-- r 6' �6' SEE DETAIL DETAIL "C" buck use 110 x 2 Lg. PFH WS. When attaching the strike do deadbolt plates to the astragal " use #8 x 2 1/2" Lg. PFH WS. • When attaching the strike jamb do sidelite jamb use J10 x 1 3/4" Lg. PFH WS. to (2)18 X 2 1/2" LG. ry PFH ws o, (2)18 X 2 1/2" LG. PFH WS e h� �n NCOASTAL N t ALUMINUM ASTRAGAL ALUMINUM ASTRAGAL DETAIL "E" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME T AS SHOWN. ir) `I DRILL THRU FOR DRILL THRU FOR (2) `r 'n A .357'O BOLT DEEP .357"0 BOLTS DEEP ENOUGH FOR A 1 ENOUGH FOR A 2" BOLT THROW BOLT THROW A" .B.., ALUMINUM ASTRAGAL COASTAL ALUMINUM ASTRAGAL DETAIL "F" - ASTRAGAL THROW BOLTS THRESHOLD herma-Tru'Preiun� Series Wd6d Edge Opaque In -swing Steel Door Maximum Size Up T® 8°4 x 8"0 - 6.0" -- 3.0" 6.0" 3.0" 3.0" 3.0" SEE j� 3.0" DETAIL I ! T—f U lil O J U FI, When attaching Sidelite the above anchoring applies. W NO F TE li S SEE 110 x 2" LG. DETAIL PFH WS I10 x 3/4" LG. #10 x 1" LG. U APFH WS PFH WS SEE NOTE # 10 x 3/4" LG. DETAIL "D" PFH WS Note: DETAIL "C' When attaching the strike & 16 6" --� I-- deadbolt plates to the strike & (o NOTE. All perimeter screws are buck use J'10 x 2" Lg. PFH WS. #8 x 2-112 PFH WS. When attaching the strike do SEE deadbolt plates to the astragal DETAIL "E" t use 18. x 2 1/2" Lg_ PFH WS. When attaching the strike jamb & fO �ci sidelite jamb use 110 x 1 3/4" I r I Lg. PFH WS. C) UW Qp �U QLd a a o F- 6" SEE DETAIL "F" -- 6.0" 3.0" (2)#8 X 2 1/2" LG. PFH WS 7 (2)18 X 2 1/2" LG. PFH WS o 0 0 ALUMINUM ASTRAGAL COASTAL ALUMINUM ASTRAGAL DETAIL "E" ATTACH ASTRAGAL THROW BOLT STRIKE PLATETO FRAME AS SHOWN. DRILL THRU FOR DRILL T4RU FOR E"BOLT DEEP A:357"0 BOLT DEEP OR A 1" ENOUGH FOR A 2" OW OLT THROW ALUMINUM ASTRAGAL COASTAL ALUMINUM ASTRAGAL DETAIL "F" _ ASTRAGAL THROW BOLTS AT THE THRESHOLD PLEASE VERIFY ALL DIMENSIONS AND CONDITIONS A09 A10 2 -6" � 3 F N E E E E E An 2'-0" 2'-6" 8'-0" 2'-6 N N N N o, W W W L,_N 8'-0" CLG. i E E E E 0 A08A t i�N i 3 E E E E A08A i j E E E E E F A08A A08A E E E E A08A i E E E E F E A08—AS A08A A08A E A08 of A08 3 E E E E E E A08 E F o I A08 A08-SS N ® 3 3 3/t 2 VLT. CLG. 3 3/12 VLT. CLG. F E E "' A08 Lo N E E E E E E A08 � I 3 3 3 F E E E E E A08 o A08 t 3 E E E F E F A08-Sc 3 3 3 E E E E E E A08 A07 m - A06 Qp co................ '-0" ERG. LL ir) E F F I A05-S ....... N E E E E 11 A04 O � A04 2 -11` s— Ln 3/12 VLT. CLG. A04 12'-1" E E E E j A04 -d. t =f A04 E F E A04 E E E E A02 A03 0 I A01 4'-10" 10'-4" ROOF TRUSS LAYOUT rub GWOIG a mA 0. r� d tlt• V_ btrlcda, t m deigs, a pbb ntaelecbee. Pw— erad y buses — .*..d b eeeb pede>od edwa 1 P F -1 rb "coon br" did it dmp repdrd 1e Fr wtown TIM bWb'9 ad dv+1 " ered'n� ad p....w "did va 9 tof.W" b d 1— dd be ceded t3 od bdswd w e drama ad Ph.*pmr- Qre r dmd b drd Is appbe4 ttton aid k brad d 24' "'d" - ire m dud bait drd drdliq i Ppkd,. b — xed be blond d 10'-T a a 4. euarrw I— and b. bvdd .0 eabeme nre duiq w b- b pewrd dm�e a pQeond bja1. wda b b� etyr.aby w - ud ►nevr�,.pns.,dz Its cdvdo6rr an •lPbrd n —RED. d odepde} po.ide w m A..h .ro bigdkn d a+e col . 5 b 7 d^ , - Oeigra d ed 1,.k -&re YAF17 reepaeide w 64 :dagq d by pamd irveei rm oit p p.* ra pad ter . tat T. lrya6 a�,r ^nr not be nprodod :, pal a n 4d Coder mummgmLmsKRma mum 1m>mom1-m e4. tm OWA wm Coda t emm P is vet ' l VVIEWEIO ® L R O OOiaa QIO I!M d Is A ia41 ona RILactrglaa.r m APPROVED TRUSS ANCHOR BY BUILDER jam® {� SQUARE CUT OVERHANG IRi� iY1� IUr�U CITY F ►I �1 O HEEL HMT = 2e4 57D. BOTTOu = 2.4 NIN. I2 TOP = 2x4 UIN. 6. ® 1D t2 TRUSS END DETAIL MISC. rRuss COUNT = 34 MID -STATE TRUSS CO., INC. OPEN JACKS = 8 ms *",w& ra, pQ am mad TOTAL COUNT = 42 libm �� X* i�M GLAIR GROUP DESIGN 30'-2" DRAG STRUT LOADS APPLIED TO SPECIFIC TRUSSES PER IKORA RESIDENCE ENGINEER OF RECORD/BUILDER. 3-22-07 a � Q f c 1. x^.!1 PLANS REVIEWED o \` \ ITOF SAN FORD alu c r 0 W Q0 Q N ... Rating o .. } _ ......................_---_ u, W > co Z J O co a Q m OL- J U') cn M - i