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101 PRINCE PLACE; 10-2212; ADDITIONr ` !?*/ CI rr4TF r r RECEIVED D m CITY OF SANFORDSEP242010BUILDING & FIRE PREVENTIONwn@PERMITAPPLICTION C Cb r'` oi Application No: n) Z 1 Z Documented Construction Value: $ _ Job Address: ,C% INf i rJ(`_Q Historic District: Yes No Parcel ID: Descriptioi Plan Revie Phone• f o-;5 -•% y/[ Fax: E-mail: k N I IIJ Property Owner Information Name C 1AAfnnAVAALAPhone:w.-7 •\-ul l -. A-Xg q Street: 101 0(\,.,Ju (, Resident of property? : •C City, State 7 1 Contractor Information Name"j (( A rn R Street: Q ?, &- ff 1 S City, State Zip: Name: Street: , City, St, Zip: Bonding Company: Address: Building Permit Phone: .316 - 5 () -) g I CJ Fax: State License No.: 41ke- /.39493 Architect/Engineer Information Phone: ,-70 - c 1-w06%,Lr Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Square Footage: & Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: ' x 'Zo 7- 4/ 004S F (S ke 0,4r't ,„ p A) Electrical O New Service - No. of AMPS: Mechanical E3 ( Duct layout required for new systems) Plumbing 13 New Construction - No. of Fixtures: Fire Sprinkler/ Alarm O No. of heads: e a38 - 33 r Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc.' OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating. construction and. zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 fedeiaf agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is'required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the rigfif to *calculate the plan review' fee based 'on past permit activity levels. Should • calculated charges exceed' the' documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID v Ignature of Contractor/Agent Date APPROVALS: ZONING: ti A-27 d UTILITIES: ENGINEE 9'' ru FIRE: COMMENTS: Print Contractor/Agent's Name We,-4 , q a y iJ Signature of Notary -State of Florida Date DEB titBLXNrr(5' r/Agg:Mlg^ MY COMMISSION n DM''9090 F p,IRFS.FebrWrY25.2011 Contractersonalll Known to Me or Produced ID Type of IDS- l >_. t . 31 e-D I n— WASTE WATER: BUILDING: C1 13 6 Y` Rev 11.08 P877- City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: , ,.,,, e 1. I 1 ,J r , Firm: Address: 14 G ,6,Ae_ Jo,:, L Sk . City: >-V, bar „ State: L . Zip Code: 3 2 -y t '3 Phone: 38G • S (o • -7,41 o Fax: Email: I I I @ I. Property Address: 1O t Pam%v.ee Piate- Property Owner: Parcel identification Number: 3's • %Q • 30 .SN A • 0000. 1"o Phone Number: yo 7. 3G (• 6-889 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) r'71' Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) O 'FILIAL USE ONL Flood Zone: ' X Base Flood Elevation: N 1A, Datum: N /,, FIRM Panel Number: %-LO Zsi,+ OdGS F- Map Date: Q •-Z& O 7 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0' The parcel is not in the: gfloodplain floodway The structure is in the: floodplain floodway The structure is not in the: 0' oodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: T-P 4 1D- 2z12 I706.- 9dA,.. Reviewed by: Date: g . -46 . D T:\Engr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc a D CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _/U 'C2a21 ra Documented Construction Value: $. Job Address: 1() / pal( A Qli4(12 Historic District: Yes No Parcel ID: Zoning: Description of Work: Plan Review Contact Person: Phone: Name Street: City, State Zip: Title: Fax: E-mail: Property Owner Information Phone: Resident of property? : Contractor Information Name ` t Phone: c3 Street: gJf r S2 Fax: 39a— wo8_%?S g City, State Zip: 19LdM L 3oZ7 ! State License No.: Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit O Square Footage: _ Phone: Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Dwelling Units: Flood Zone: Electrical O New Service — No. of AMPS: No. of Stories: Plumbing O New Construction - No. of Fixtures: Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm 13 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. rt> Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: 19 Signature of Contractor/Agent Date Print Contractor/Agent's Name kt Al '' Signature of Notary- tate of Florida Date BRENDA G HARNISH MY COMMISSION # DD946431 EXPIRES December 1,4. 2013 Contractor/Agent is V djerso o Me or Produced ID Type ofT1S WASTE WATER: BUILDING: Rev 11.08 Date: Friday, September 03, 2010 Quote Expires: Quote ID: TM-HALL-SAMCHAM Prepared By: Builder: Hall Construction Co Inc. Description: Sammy Champavannarath Carrier Job Notes: JOB PROPOSAL 12/03/2010 Jay Evans This job was bid using Carrier equipment. The HVAC system was designed using ACCA recommended computer aided software for J8 heat load calculations and the Manual D for Duct Sizing. The heat load required to properly cool this job to 75 degrees indoors with an outdoor temperature of 95 degrees is 1.5 tons. The indoor air handler is sized at 1.5 tons. This job has a total of 4 outlets - 3 Supply Outlets & 1 Return Outlets. The HVAC system was designed with 1 Thermostat. Equipment Installed: Warranty: Air Filters Filters AF01818 Air Filter 18x18xl Fiberglass Fiberglass Throw Away Equipment Carrier Air Handlers FX4CNF018 Carrier/ Bryant 1.5 Ton Ahu W/ Txv - R410a/ Puron Carrier HP Condensing Units 25HBA318AO03 1.5 Ton Puron Heat Pump Cond Heaters Bryant Heaters KFCEH0501 N05 Carrier/Bryant 5kw Heater 5.0 / 3.8 Kw Single Phase Thermostats Honeywell Thermostats HW30OD-21 Focus Pro 3000 Thermostat 2h/1c Non -Programmable Thermostat Total Job Price: Billable in the following phases: Rough: 40.00% Trim: Startup 60.00% 0.00% 5 Years Parts 5 Years Parts / 5 Years Compressor 5 Years Parts 3954.96 1581.98 2372.98 0.00 The customer acknowledges that prior to signing this proposal he/she has read the terms and conditions contained herein and hereby accepts this proposal including the conditions on the reverse side hereof, which are a pan of the proposal. Signature below indicates acceptance of all phases - phases cannot be priced individually. This proposal includes 3 complete trips: Rough, Trim and Startup. Additional trips requested by the builder or jobs not ready for construction will be billed additionally. Pur Signature 4 La 61 aser Signature Date Estimator Signature Date Financing Options Available All Major Credit Cards Welcome Ir Sanford Building Official City of Sanford, Florida 32771 Dec. 15,2010 The residence located at 101 Prince Place in Sanford Florida has a Finished Floor Elevation on a recent 14.0 Ft. X 40.0 Ft. Addition to the rear ( South ) side of 46.11 Ft and the Centerline of the street opposite the Addition ( London Fog Way) Elevation is 42.50 Ft. N A V D 1988. Seminole County Therefore: IT is my opinion that the structure is well within the Elevations compliance of the Code as stated in Sec. 18-4 ( a) Lewis J. Henderson 352-742-0734 FLA. Registered Land Surveyor No. 1809 995 Mansfield Road Tavares, Florida 32778 W U.DEPARTMENT OF HOMELAND SECURITY Fdderal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-9. OMB No. 1660-0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION I For Insurance Company Use: A2. Building Street Address (including Apt., Unit, Suite, and/or Bld(. No.) or P.O. Route and Box No. City S A WoE G e d Statetell ZIP Code -7 L j,/ A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) L e -r / oO M.4V 'A/i2 D /4/frf S!/.,O XAS.df, A4. Building Use (e.g., Residential, Non-Residential, Addition, Accessory, etc.) AP D ZZ O A/ A5. Latitude/ Longitude: Lat., L 9- a 11%2,6' S Long. -- A /'/ i, 6 6-S Horizontal Datum: NAD 1927 tAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number-" A8 For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) d sq ft a) Square footage of attached garage U O O sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade 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 d) Engineered flood openings? Yes [!No d) Engineered flood openings? Yes No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name 8 Community Number B2. County Name B3. State 7 of SA-/Y e P.d Zo 2 SBMi/1/uL LoiPi,v.y B4. Map/ Panel umbe B5. Suffix B6 FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone or -(s F Date lsgq- z,kzG Effective/Revised Date Zone(s) AO, use b se flood depth) SEpr v9 Zo0'y B10. 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) B11. Indicate elevation datum used for BFE in Item 139: NGVD 1929 NAVD 1988 Other (Describe) 812. 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) C1. Building elevations are based on: Construction Drawings- Building Under Construction' 6]"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, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized L fP!± yy vertical Datum A/A v a / Y 8 6 E1611 z y.s Conversion/Comments IC----h 1ecck themeasurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 6_ . Mreet meters (Puerto Rico only) b) Top of the next higher floor feet meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N A. feet meters (Puerto Rico only) d) Attached garage (top of slab) 6 ,/ 0 Q feet meters (Puerto Rico only) e) Lowest elevation of machinery or equipmert servicing the building .41 1LC 4,0 feet meters (Puerto Rico only) Describe type of equipment and location in Comments) 0 Lowest adjacent (finished) grade next to building (LAG) S .SO [Teet meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) y C [ feet meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including _ feet meters (Puerto Rico only) structural support 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. 1 understand that any false statement may be punishable byline or imprisonment under 18 U.S. Code, Section 1001. heck here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? Byes No Certifier's Name U ense Number L Ewi r H e-41'0" SG/1/ 2-S' - ly.= / 8 0 9 Title Company Name A t Al .S' ,4 M C 9 9. S M AAW1 r c`a /U 7's v.4- rl s''s ice` e.Y/d :i 2 77 c.Fz , FEMA Form 81-31, Mar 09 Date Telephone EG./y Lo/e 3S2-7pff2--07J See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. 1For.Insurance=Companyjuselt Building Street ddres (incl nng Ap ., 4Init, S ' , an r Bldg. No.) or P.O. Route and Box No. Polic i NtTrtiber City + ' C State ZIP Code 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. Comments 3 7 k 3 Fj G a iv G .6 rll of f- ez v[_ Tod 44 e'y 20A P a VS_ 6 O Signature Date pp Z 4 / O Check here if attachments SECTION E - BUILDOW ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is _ feet meters above or below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is feet meters above or below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Sectiw Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor elevation C2.b in the diagrams) of the building is _ feet Limeters Elabove or LJ 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, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building feet meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site feet meters (PR) Datum G10. Community's design flood elevation feet meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions Building Photographs Rap Inctmrtinns fnr Item AS. JWA11nsucance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy N6mber City State ZIP Code co pa MC —0 e If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, 'Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: It) - RqI a Documented Construction Value: $ T Job Address: ParcelID: Description of Work: Plan Review Contact Person: Phone: Name Street: City, State Zip: Fax: Historic District: Yes No Zoning: Title: E- mail: Property Owner Information Phone: Resident of property? : r Contractor Information Name T,P,,1 t -a&,AS E (e c ta-tJ Phone: ' ' -• 1 Street: 41,100 G ti:<<u,t.rry C. F—VAt cr_ V(.. Fax: 3 5 , - 4 3 - '30 19 City, State Zip: y_Sc t;C - 'E(, State License No.: F—G - 000 1 511 / Name: Street: City, St, Zip: Bonding Company: Address: Building Permit O Square Footage: No. of Dwelling Units: Electrical O New Service — No. of AMPS: Architect/ Engineer Information Phone: Fax: E- mail: _ Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: No. of Stories: Plumbing I] New Construction - No. of Fixtures: Mechanical O (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: s 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 lawss regulating construction and zoning. . WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Signature of Contractor/Agent Date APnintonr/ Agent's Name hdk Signature of Notary -State of Florida Date UTILITIES: FIRE: MAIIIIA A, PEIAA NOTARY PUBLIC STATE OF FLORIDA Comm# DD97084544PCESOVExpires3/14/2014 Contractor/Agent is Personally Known to Me or Produced ID Type of ID'FL71)ny-err UceR-,{. R11v3 — i10- t4- DbZ't WASTE WATER: Rev 11.08 Jed I toberts Electrical Contractor Inc. 42100 Chinaberry Street Eustis, FL 32736 Name / Address Hall's Custom Construction 2249 Hontoon Road Deland, FI 32720 JOB INFO 101 PRINCE PLACE SANFORD, FL BUDGET PRICE ONLY' WILL NEED A JOBSTTE VISIT Estimate Date Contract# 8/19/2010 267 Description Total PROVIDE ALL LABOR AND MATERIALS TO ADD THE FOLLOWING CIRCUITS AS REQUIRED BY CODE FOR ADDITION AND PLAN RECEIVED: 1) (12) TAMPER RESISTANT DUPLEX RECEPTACLES 3,110.00 2) (2) EXTERIOR TAMPER/WEATHER RESISTANT GFI RECEPTACLES 3) (1) EXTERIOR TAMPER/WEATHER RESISTANT GFI SOFFIT RECEPTACLE 4) (1) 30 AMP 240 VOLT A/C CIRCUIT WITH DISCONNECT 5) (1) 30 AMP 240 VOLT A/H CIRCUIT WITH DISCONNECT 6) (2) PADDLE FAN PRE -WIRES 7) (6) RECESS CANS WITH BAFFLE TRIMS & BULBS 8) (6) 1 POLE SWITCHES 9) (1) FLOOD LIGHT FIXTURE COMPLETE WITH BULBS 10) (2) TV PRE -WIRES 11) (1) ATTIC LIGHT WITH SWITCH NOTE*** ESTIMATE IS BASED ON EXISTING ELECTRICAL SERVICE BEING OF ADEQUATE SIZE AND HAVING ENOUGH AVAILABLE BREAKER SPACE REQUIRED FOR NEW CIRCUITS. PAYMENT OF 65% DUE AT COMPLETION OF ELECTRIC ROUGH IN AND BALANCE DUE AT COMPLETION OF ELECTRIC TRIM OUT APPROVED BY: DATE: Thank you for your business. Total $3,110.00 Phone # Fax # E-mail Web Site 386-228-1111 352483-2014 INFO@TEDROBERTSELECTRIC.COM WWW.TEDRODERTSELEcnuc.COM 1NnHpill lNsol 111n11oIlollHim1 I111111111 THIS INSTRUMEt)IT PREPI Y: MARYANNE NORM, CLERK OF CIRCUIT COURT Name: /YI , - SEMINOLE COUNTY Address: BK 07456 Pg 05BI Opg) rECLERK'St'U]C>1]5t)51 State Of ( rl a ura CrrOICE RECORDED 10/ 04/2010 12136 M PIN RECORDING FEES 10. 00 RECORDED BY T Smith 1 NOTICE OF COMMENCEMENT Permit Number 2- Parcel ID Number (PID) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. RESCRIPTION OF PROPERTY ( Legal description of the property and street address if available) ID / r W a 1 /- _ r-- r r - • 1 _ _ M- r--,- A..V C11 C-. CrN4 7v-rl AJI GENERAL DESCRIPTION OF IMPROVEMENT A I awt ) OWNER INFORMATION Name and address: - b M Am 0. 4V#W"RATL f Qf1n/ lAnl a14 CONTRACTOR Name and address: Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713. 13(1)(b), Florida Statutes. •- M6RS Name and address: NrjE COURT Of CIRCUIT CLERK01FLORIDAIn addition tohimself, Owner Designates N To receive a copy of the Uenor's Notice as ProvidrAMfj O` Section 713.13( 1)(b), Florida Statutes. Expiration Date of Notice of Commencement: The expiration date Is 1 year from date of recording unless a different date Is specified.' I O A WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ST TE OF F10 00UNTY OF SEMINOLE L r•+-q C) 1L'ti..r,t rC'1V c1 h dt ry7L 0qVI4fiSIGNATVRE OWNERS PRINTEDTWAME NOTE: Per Florida Statute 713.13(1) (g), owner must sign...... and no one else may be permitted to sign in his or her stead." The foregoing Instrument was acknowledged before me this _ day of M C f U (' 20 by S Ck C a m a.va Who is personally known to me Name of person makinill statement j OR who has producdidentificationf—j D f i <1 A), tV(1ir .:5 I r C.Plr%TC: type of identification produced VERIFICATION PURSUANT TO SECTION 92,525. FLORIDA STATUTES. UNDER PENALTIES OF PERJURY, 1 qECILARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT ARE TRUE TO THE BEST OF MY KNOW GE AND ELIEF. V6tQftAE OF NATURAL PERSON SIGNING ABOVE DONNA ASHBY.HODGES MY COMMISSION p DD993960 NotarySlgnawra d' EXPIRES May 20. 2014 lao))30•••• ClondsNoieryService.com ' Seminole County Property Appraiser Get Information by Parcel... Page 1 of 1 DAVID.IONN60M. CFA. ASA PROPERTY 42.0 50-0 02 5° A APPRAISER z SEMINOLE COUNTY FL, m r I 106 1Fi t 7101 E. FIRST S7 M5ANFORD,FL 32771 - 146'8 407-665-7506 L Y 7'1 VALUE SUMMARY VALUES 2010 2009 Working Certified Value Method CosVMarket Cost/MarketGENERAL Number of Buildings 1 1 Parcel Id: 33-19-30-513-0000-1000 Depreciated Bldg Value 109,371 128.145Owner: CHAMPAVANNARATH SAMMY & Depreciated EXFT Value 0 0Own/Addr: PHOUVONE Land Value (Market) 27.000 28,000MailingAddress: 101 PRINCE PL Land Value Ag 0 0City,State,ZipCode: SANFORD FL 32771 Just/Market Value 136,371 156,145PropertyAddress: 101 PRINCE PL SANFORD 32771 Portablity Adj 0 0SubdivisionName: MAYFAIR OAKS 331930513 Tax District: S1-SANFORD Save Our Homes Adj 7.760 30.915 Exemptions: 00-HOMESTEAD (2001) Amendment 1 Adj 0 0 Dor: 01-SINGLE FAMILY Assessed Value (SOH)l 128,6111 125,230 Tax Estimator Portability Calculator 2010 Notice of Proposed Property Tax 2010 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 128,611 50,000 78,611 Amendment 1 adjustment is not applicable to school assessment) Schools 128,611 25,000 103,611 City Sanford 128.611 50.000 78,611 SJWM(Saint Johns Water Management) 128,611 50,000 78,611 County Bonds 128,611 50,0001 78,611 Potential Portability Amount is $7,760 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES 2009 VALUE SUMMARY Deed Date Book Page Amount Vac/lmp Qualified Tax Amount (without SOH): $2,264 WARRANTY DEED 06/2000 03880 1753 $119,000 Improved Yes 2009 Tax Bill Amount: $1,661 WARRANTY DEED 05/1997 03247 1472 $105,000 Improved Yes Save Our Homes (SOH) Savings: $603 2009 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTSFindComparableSaleswithinthisSubdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... LOT 0 0 1 000 27,000,00 $27,000 LOT 100 MAYFAIR OAKS PB 50 PGS 38 THRU 41 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est Cost New Building Sketch 1 SINGLE FAMILY 1997 8 1,592 2,240 1,592 CB/STUCCO FINISH $109,371 $114,825Sket Appendage I Sqft GARAGE FINISHED / 418 Appendage ! Sgft OPEN PORCH FINISHED / 120 Appendage / Sgft OPEN PORCH FINISHED / 110 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re—web.seminole_county—title?PARC... 9/ 14/2010 Hall's Custom Construction, Inc. 2249 Hontoon Rd I Deland, FL 327201 ph. 386-561-7410 www.hallscustomconstruction.com CRC! 1329103 PROPOSAL CONTRACT NAME: Sammy Champ DATE: September 7, 2010 JOB ADDRESS: 101 Prince Place JOB #:J-024 Sanford, FL 32771 E -MAIL: djsammy@cfl.rr.com PROJECT DESCRIPTION: 434' New Living Addition with a 232' covered patio based on bid drawings 6/08/10 by Weldon & Assoc. Contractor will provide survey, builder's risk insurance, temporary toilets, and dum ster. Clearing of site area, fill dirt, compaction, and termite treatment included. Permit fees are included. Energy calculations included. Included is all labor and material for the following: FRAMING, SLAB, and BLOCK: Per plan PLUMBING and ELECTRICAL: Per plan. One additional 20 amp breaker to existing panel. STUCCO: To match existing; SOFFIT/FACIA: Aluminum ROOF SHINGLES: To tie into and match existing 30 yr Architectural WINDOWS & DOORS: Per plan. Three SH 2' x 5' insulated windows; one TO x 8'0 French door; one 2'4 x 6'8 utility door for AHU HVAC: Carrier 13 SEER 1.5 ton unit/ Five year parts warrant Hall's Custom Construction, Inc. shall perform the above work as specified and iuxccordance with all drawings and/or specifications referenced for the sum of Payments must made as INITIAL DEPOSIT;TAKE OUT $15,000.00 follows: PERMIT/ORDER MATERIALS: AFTER LINTEL POUR: $ 6,000.00 AFTER FRAME INSPECTION: $ 13,280.10 UPON SUBSTANTIAL COMPLETION: $ 3,808.90 Alternates to be added upon Owner's exercise; otherwise Owner performed: 1.) $1,060.00 paint - interior & exterior - furnish and install 2.) $700.00 carpet - furnish and install 3.) $150.00 window sills - furnish and install 4 00 base trim - fiup4sh and instal V j (_a_0 Jim Hall, Hall's Custofn Construction, Inc. Dated:_a— ACCEPTANCE OF PROPOSAL The price, specifications and conditions of this proposal are satisfactory and hereby acceptable. I/We have read, acknowledge, and understand the Terms and Conditions on the reverse side of this Agreement and hereby incorporate the same as part of the Agreement. I/We hereby authorize Hall's Custom Construction, Inc., to do the work as specified above. I/We agree to make all payments as set forth above. THIS CONTRACT 1S7 ID T A HIN 30 DAYS. OWNERS ACCEPTANCE: DATE: OD OWNERS ACCEPTANCE: DATE: oc>r n to TERMS AND CONDITIONS 1. Acceptance of this proposal by Owner shall be acceptance of all terms 8.All hidden, concealed, or unforeseeable conditions, including code and conditions recited herein or incorporated by reference. Allowing violations, that must be repaired, corrected, replaced, or overcome, shall Hall' s Custom Construction, Inc. (the "Contractor") to commence work result in a change order to the work or prepare for work will constitute acceptance by Owner of this Proposal and all its terms and conditions. Quotations herein, unless otherwise stated, are for immediate acceptance and subject to change. 23he Contractor shall be paid according to the terms contained on the face side of this Proposal. Final payment shall be due after the work described in this proposal is substantially completed unless otherwise specified on the face side hereof. The Contract Price is based upon current lumber, drywall and/or other construction material prices as of the execution of this Agreement. Any price increase in lumber, drywall and/ or other construction material that occur(s) during the period of time between contract execution and substantial completion of the Residence and/ or Project, shall be paid by Owner. In the event of any such price increase, Owner shall make payment to Contractor within seven (7) days of receipt from Contractor of an invoice and documentation evidencing the price inerease(s). 3. AII sums not paid when due shall bear interest at the rate of 2% per month from the due date until paid or the maximum legal rate permitted by law whichever is less; and all costs of collection, including reasonable attorney's fees shall be paid by Owner. 4. If Owner fails to make payment to Contractor as herein provided, then Contractor may stop work without prejudice to any other remedy it may have. Owner represents that Owner is ready, willing and able to carry out the terms, provisions and conditions of this Agreement. Owners refusal to fully and timely perform any of the terns of this Agreement may result in Contractor, at its election, declaring this Agreement null and void, and Contractor shall have the right to bring any and all legal and/or equitable actions against Owner in conformity with Florida law. Contractor shall additionally be entitled to retain Owners' eamest money deposit and recover all costs, losses, lost profits, damages and expenses incurred; including, but not limited to reasonable attorney's fees. 5. Any and all Agreements made between the Owner and any employee and/ or agent of Contractor, subcontractor, supplier and/or material man shall not be binding upon the Contractor and are not recognized by the Contractor. Contractor has the right to subcontract any portion or all of the work. 6. Owner is to prepare all work areas so as to be acceptable for Contractors work under the contract. Contractor will not be called upon to start work until sufficient areas are ready to insure continued work until job completion. Contractor reserves the right to place a site sign on the premises to help delivery trucks and crews locate the job as well as for company advertising. 7. After acceptance of the Proposal as provided, Contractor shall be given a reasonable time in which to make delivery of materials and/or labor to commence and complete the performance of the contract. Contractor shall not be responsible for delays or defaults where occasioned by any causes of any kind and extent beyond its control, including but not limited to: delays caused by the Owner, architect, and/or engineers; permitting; labor difficulties, vendor priorities and allocations, fires, floods, accidents and acts of God. Owner shall not be entitled to any damages whatsoever for any alleged delays. 9. The discovery and/or removal or testing of any mold or any hazardous materials as defined by the Environmental Protection Agency (EPA) is excluded from the scope of work. The Contractor reserves the right to stop work until such materials are removed. 10. All workmanship is guaranteed against defects in workmanship for a period of one year from the date of installation provided that owner is not in breach of this agreement, including having paid contract in full. The Contractor reserves the right to repair, replace or pay reasonable sums in order to affect those repairs to any mutually acknowledged deficiencies both during the construction process and the warranty period. TIIIS WARRANTI' IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED INCLUDING ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. Contractor will not be responsible for special, incidental, or consequential damages. Owner agrees they will not use subcontractors, contractors, laborers, suppliers, distributors, craftsmen, or other persons on this job except as provided by the Contractor pursuant to the terms of this contract. Any deviation must be approved by the Contractor in writing and the owners may not hold the Contractor responsible for the quality of the workmanship and materials utilized by these persons. Owner will also be responsible to Contractor for any delay caused by the use of outside parties. 11. All materials shall be furnished in accordance with the respective industry tolerance of color variation, thickness, size, finish, texture, and performance standards. Any and all materials not utilized, and/or left over from the project, shall remain the property of Contractor. 12. Notwithstanding any provision contained in this Proposal or the Contract documents, Contractor may file a lien or claim on its behalf in the event that any payment to Contractor is not made as and when provided for by the agreement. 13. Contractor shall not be responsible for any loss due to fire, vandalism, weather or theft of any materials once delivered to the job site. Owner shall assume all responsibility for any such loss and Owner shall maintain insurance coverage to protect against the same Owner waives any rights or claims Owner may have against Contractor for any personal injuries and/or property damages incurred by anyone on the property during the period of work, and shall indemnify, defend and hold harmless Contractor harmless from any claims asserted for such alleged injuries and/or damage. 14. Owner shall hold Contractor harmless and shall defend and indemnify Contractor for any claims, actions, suits, awards, damages, or other liability, including, without limitation, attorney's fees, professional witness fees, court costs, and other charges, arising out of or related to (i) Owners breach of any term, condition, or representation in this Agreement; or (ii) arising out of or related to any claims, actions, awards, liabilities, or damages for any injury to person or personal property arising out of Owners visits (including invitees and guests) to the premises and/or residence. For purposes of any indemnification provisions in this Agreement, the tern "Contractor" shall include its respective officers, directors, employees, agents, sureties, subcontractors, suppliers and servants. TRUSSWOOD Roof & Floor Trusses C, C. C. YOUR CONTACT FOR THIS JOB IS CRSEY ZEILMRN PHONE (321) 403 - 4814 Elm CLG:. HG7 IN Min In lima 1'rLaiN I re 1I111'd''Allll U U U 24' - 16' 40' U U U PERMIT 3620 Bobbi Lone OFF10: P.O. Box 5366 Titusville, FL 32783-5366 OFF i ce : (321) 383 -0366 Fax : (321) 383 -0362 E-Mn iI:GENERRL©TRUSSWOOD.NET WWW:WWW.TRUSSWOOD.NETO CUSTOMER: Jimmy Hall Construction JOB NAME: Chomp Addition D R T E : 9 / 13 / 2 010 SLOWTMFOR YOUR APPROVAL JOB NO.: 16451 v- Approved w/changes noted Approved for Manufacturing BUILDERS WARNING* 6I9nature THIS LAYOUT IS FOR PLRC 1J OF ENGINEERED COMPONENTS. FOR ERECTION AND INSTALLATION TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI-B1 SUMMARY SHEETS AND FINAL ENGINEERING SHEETS FOR EACH TRUSS. SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES, CONNECTIONS, WEB CONFIGURATIONS, BRACING, TRUSS SPACING AND REACTIONS. ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN COVERED PRTIO ADVANCE BY OUR ENGINEERING BERMS BY BUILDER DEPARTMENT. BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. ALL PLANS ARE NOT TO SCALE. DO NOT SCALE ANY PLANS, IF DIMENSIONS ARE J5 MISSING OR ARE UNCLEAR, PLEASE CALL THE OFFICE TO GET THE J3 DIMENSION. J1 LORDING: WINO SPEED: SPRCING: ORRWN BY: PITCH: OVERHRNG: CRNT.: BERRING SIZE (s): SOURRE FT.: 20+ 7+10 = 37 psf 120 mph RSCE 7-05 24" Jon Shirah 6/ 12 16" N/ R 8: 560 q' ENCL. EXP. B ikwITW Building Components Group, Inc. 1950 Marley Drive Haines City, FL 33844 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL1999 Page I of I Document ID: I U566666Z01 13112926 m Truss Fabricator: Job Identification: Truss Count: Model Code: Truss Criteria: Engineering Software: Structural Engineer of Record: Address: Minimum Design Loads: Truss Wood, Inc. 16451-Jimmy Hall (Champ Residence) (16451-Jimmy Hall (Champ Residence)) 23 Florida Building Code 2007 and 2009 Supplement FBC2007Res/TPI-2002(STD) Alpine Software,Version 10.01. The identity of the structural FOR did not exist as of the seal date per section 61G15-31.003(5a) of the FAC Roof 37.0 PSF @ 1.25 Duration Floor N/A Wind 125 MPH ASCE 7-05 -Partially Enclosed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing number is preceded by: HCUSR6666 Details: VAL140- Ref Description Drawin Date 1 14175--H11 10256001 09/13/10 2 14176--H13 10256002 09/13/10 3 14177--H9 10256003 09/13/10 4 14178--HG7 10256021 09/13/10 5 14179--CJ1 10256004 09/13/10 6 14180--CJ1A 10256005 09/13/10 7 14181--CJ3 10256006 09/13/10 8 14182--CJ3A 10256007 09/13/10 9 14183--CJ5 10256008 09/13/10 10 14184--CJ5A 10256009 09/13/10 11 14185--EJ7 10256010 09/13/10 12 14186--EJ7A 10256011 09/13/10 13 14187--HJ7 10256022 09/13/10 14 14188--HJ7A 10256023 09/13/10 15 14189-41 10256012 09/13/10 16 14190--V2 10256013 09/13/10 17 14191--V3 10256014 09/13/10 18 14192--V4 10256015 09/13/10 19 14193-45 10256016 09/13/10 20 14194--V6 10256017 09/13/10 21 14195--V7 10256018 09/13/10 22 14196--V8 10256019 09/13/10 23 14197--V9 10256020 09 13 10 Seal 13/2010 Truss Design Ungineer% Walter P. Finn Florida License Number: 22839 1950 Marley Drive Haines City, FL 33844 OFFICE I110. UMU VNtVANtU YNUM t.UMYU1tM INVUI (LUAUZi 6 UIMtN.IUMb) bUDMIIItU UT INUbZ) Mt K. 1b451-J)mmy hall ttnalnp Meslaencel - niil Top chord 2x4 SP N2 N Bot chord 2x4 SP #2 N :82 2x4 SP y2: Webs 2x4 SP N3 A) Q3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. Deflection meets L/360 live and L/240 total load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5X7= 3X4= 125 mph wind, 15.00 ft mean hgt. ASCE 7-05, PART.-ENC. bldg, not located within 6.50 ft from roof edge, CAT [I, EXP B, wind TC DL-4.2 psf, wind BC OL-5.0 psf. [w-1.00 GCpi(I/-)=0.55 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. Right bottom chord exposed to wind. 5X7= 5X7= 3X5(F1) = 4X6(R) III 3X5= 3X5(A1) 1.4-0 20-11-0 1 11-n-n I 4-8-0 R=809 U-354 W-8" RL-216/-216 18-0-0 35-4-0 40-0-0 Over 3 Supports R-1663 U-540 W-8" 5" Effective Contact) 1.4-0 R-712 U-240 W=8' 9-0-0 o I Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=209q 0% 10(0) 10.01.00` 0TY:1 FL 3 R - Scale=.1875" Ft. WARNING" READ AND IOILOM ALL NOILS ON IIIIS SIIEEI! V eve•• ••• • TC LL ZO.O PSF IMPORIANI" 11.RNIS.. IIIIS DESIGN 10 At l CONtRACtORS INCLUDING. I..SIALIERS P`GEAI$• REF R6666 14175 Irusa<s require e,t.e+e ure In t.o,ie.tlnq. h..dl.nq shlpping, In.t.111.q .nd veracl.g. Rate, to and : • T C D L 7 D P S F DATE D 9/ 1 3/ 1 Dol.or Me I.te" ed I eve of 51 /eulldlnq Covevoneat %a(ety InlOrveallon by IPI and MICA) (or Safety . Nnr.c UCN Orler Le oerlgr+lnq lnMe /unctions Inat.11ers n•11 Prevlde t<+Porery hr•<Ieq v<r eC" Nei 2!. UnIC+, ,n,len gther .+t. too chord sh 1. have wrenerly •tUched strut to r.I shN lhl.q .nit hottw <norn } £ BC DL 10.0 PSF DRW HCUSR6666 10256001 h.11 have . PrePerly .It.che0 rIg1A <e.11nq. loin..., 00.. Ier .1...n1n1 later•. re str..nt .1 vCo, 1 E shalt h-c Urac.nq I-L. non ve, eC51 sections 63. er nr 010. .s applicAPte T X E ALPINE nM eu ndinq eo.Pnnenu GreuP Inc• (11Y0CG) ,h•11 net esnonslN.e rer any dC, Lllen Irgve lh., Oe,lgn, $ IA Q• BC L L 0.0 PSF H C E N G J B / W P F ny I.Ilure l0 4u.Id the Irus, In conloro nc! NI Ih ANSI/IPI I. Or Ier h.ndllnq, ahlovelnq, Inst.11•Llen veNClnq 01 Irvs,N. APvly o LLes t0 N<h IK< OI truss and PO,I tIOn .+ ,noun .Dore and on the Jglnl 90 O R,OP: !`/ T 0 T . L D . 37.0 P S F S E 0 N - 84446 2 Oela I,. unl<t+ noted Olhe. vise. RCfer l0 dr•v.ngs IfioA•7 Inr tUnd.rd Pi.Ie Oo,IUOn,. A ,NI On this `• 1 P ar."ing or cover P.qe II,LIno thl, dr.vinq. Innl<.tls •<reot.nce of nrol<sslen•1 en9lneeringSSipNA N\ D U R . F AC . 1.25 FROM J 0 N11WBuildingComponentsGrowInc. resvons.0111ty selelY Ie. Lhe nlN qn ,ne„n. the su.t.vellny •nd + e e1 thl, d<,Ign Ier any slrueture I, the re,voesle.11ty o1 thr eu ndinq oes.gner oer AN51iIPI I Ser 2 +ror .err in/or-anon see: this Joh's IlainesCity.Fl. 33944 q—t—I nQte% V.qe: 1,W-RCG' — itvhrq.ce+: IPI: N,n, tPlnst.orq, MICA: wv.sbci,d,,try cove: Sep 1 0 SPACING 24.0" JREF- 1U566666ZO1 FL COA H0 278 ICC ,wN.Ier,..e orq I111b UNU MKLYAKtU YKUM I.UMVUItK IMYUI (LUAUS a UIMtMbIVMZi) MMI11tU NI IKU" MCI. 164)1-J1mMIy Ilal1 ((,naIMP Kesltlence) - n13) Top chord 2x4 SP p2 N BoL chord 2x4 SP #2 N Webs 2x4 SP #3 A) #3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3".min.)nails @ 6' OC. Deflection meets L/360 live and L/240 total load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5X8= 125 mph wind, 15.00 ft mean hgt. ASCE 7-05, PART.—ENC. bldg, not located within 6.50 ft from roof edge, CAT 11, EXP B. wind TC DL-4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)-0.55 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. Right bottom chord exposed to wind. 2X4III 5X7= J A J ... 3X5(F1) 4X6(R)III 3X5(A1) 1-- 20-11-0 _ I 13-0-0 ,I, 14-0-0 4-8-0 R=789 U-356 W-8" RL-244/-244 JD-4-V 40-0-0 Over 3 Supports R-1705 U-524 W=8' 5' Effective Contact) 1-4-0 R=690 U-229•W=8" an- X Design Crit: FBC2007Res/TPI-2002(STO) PLT TYP. Wave FT RT=20% O% 10 0 10.01.00. OTY:1 FL 3 R - Scale=.1875" Ft. i.1111 11 O RLAO AND IOLLOn All NOBS ON 111s suu.Il P p• / TC LL 20.0 PSF REF R6666- 14176INpoalAnl•• Iuanlal unc olcicn w Atl cpnla.uoac Incuminc InclAllLas. r koENS•''• 1iIrp,+e..engl,e <+l. r+< care In Unr1uU nq, h.odling• .hipping, In, Calling .na h, acing. auer to ene 1 ; , TC D L 7.0 P S F DATE 0 9 / 1 3 / 1 0ionevtnrlatealeAlnOneleCcl (eelldln9 Co+oonent t.IetY Infor +atlen, hY IPI .nd nICA) Ier , ,<ty • . pracllces olio, to pe.lo,+ing Ih<.e lunctl^.... InUallera ,hell nrevlde teltpwery eracloq per SCSI. AN0.2211n1<, netts ether+I,e. ton <nO,d ,Wall n.re OrePe, ly •tt•cn<d ,trectgr.l he.thl+g •^d botto+ morn : BC OL 10.0 PSF DRW nC0$R6666 10256002 n.11 ha.e " P•'^n•, ly .Lt.chCO rigid cell)ng 1^<.Llon ,noun ,or Pe, +anent I.t•, el rC,tralnt el +eh, : : * _ hell nave o—Cloq Installed per IICSI ,•<tlen, al. e/ er e10, a. •pPll< ble ALPINE IIN ee ndlnq Cnwp^^^nt. 6roop 1n< IIIneCCC1 .h•11 net e< rasp^n,101< Ier any "''I.u"n rro+ this Or.iq^. STATE OF IBC L L 0.0 P S F H C E N G J B / W P F nY !Wore to .7. the tre. In rnn,or+.nee vlt 1, A+SI/Ipl I. er /o, Modllnq• .hlPnln9. Ina e.la len A 4 '• hraring Of trosw.. Apply nlµe to earn I.ce el tro.. an 0 Dosltldn As .hewn .ho.e and o".In e Joint 90••.. ,OP ••/Q TOT. LD. 37.0 PSF SE0N- 844474 oc t• n,, unl el. hated oww „I,r ar,<. to drrvl^g. IdOA•t re, nanderd plate noa Uon, seal on this dr.vino e, cover pagr 11 tlnq this dra"ing. Inn1<at<, .c"I"'"C' or P—le„lon.l lnolne<rinq ^•• •••O M•• • ITIVBuilding Components GroupIr re wen„omty ,elelr Ier the deaq^ sho+n lhr suit.." I, and e.< er In., dgagn Ior .ny structyre 1, wl DUR . FAC . 1. 25 FROM J0N the , r,oemlollrty o1 the eellAlnq Design— Per —1/In1 1 S_.J. Ier .ore Inl gragllon see: Ihl, Job', AL Ilaine5 City, FL 33844 general note, p•q•: IIn•aCO: a It+ecq <o Cpl. sons. tpin,t.orq. nICA. Bona .bClodl,try Coal: Sep 1 S P AC [ N G 24. 0" J R E F l U 5 6 6 6 6 6 Z 0 1 FLCOA# 0278 Ire• n I«,.,e.erq IHIS Unit PKtPAKtU tKVM I.UMPUItK INVIII (tUAUb 6 UI14M>IUNS) SVtlM111ttl by IKUSS NYK. IV951-J1nIINy "all (I,ndHIP Ke510e11Cel - "y) Top chord 2x4 SP #2 N Bot chord 2x4 SP p2 N Webs 2x4 SP #3 A) k3 or better scab brace. Same size & 80% length of web member. Attach wiLh 10d Box or Gun (0.128"0",min.)nails @ 6" OC. Deflection meeLs L/360 live and L/240 total load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 3X5(IF 1) 125 mph wind, 15.00 ft mean hgt. ASCE 7-05, PART.-ENC. bldg. not located within 6.50 ft from roof edge. CAT II, EXP B, wind TC DL-4.2 psf, wind BC DL-5.0 psf. Iw-1.00 GCpi(!/-)-0.55 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. Right bottom chord exposed to wind. 5X7= 3X5= 3X6= 2X4III 5X7= 1-4-0 23-8-0 1 o_n_n I 4-8-0 R-924 U-395 W=8' RL-188/-188 4Ab(K) III AD= . . 35-4-0 40-0-0 Over 3 Supports R=1665 U-568 W=8" 5" Effective Contact) 2X4# 6 9-0-0 3X5(A1) 1-4-0 9-0-0 _1 R-596 U-222 W=8" Design Crit: FBC2007Res/TPI-2002(STO) PLT TYP. Wave FT RT=20X O% 10 0 10.01.00 OTY.1 FL 3 R - Scale=.1875" Ft. NARKING" READ ANTI FOtION All NOTES ON 1111S SIIttI! TIC LL 20.0 PSF INPORIA111— IURNISII 11115 DESIGN 10 Al,CONIRACIORC INCtU01NG INSIAIttRt. P` "GENSF•REF R6666- 14117 Ire s,", require e•1. r•c <.r" in lel,•I<etl,.q, hannllnq, ,hlnel,.g, In,l wllln9 .^A n. •c1ng. Reler Io and . •` ` TICDL 7.0 PSF DATE 09/ 13/ 10Iono., uw latest eauio^ or Retl Ieuudl.,o ca•voeent s.retr Inl er•eu o^ er Ivl .nn N1e•1 ror ,•letr nracu ce, vrlor to verl er•Inq these ru^cue^.. 1^+tiller+ +h• n rre•1ae le•oerary erac lnq ner ettl INS• ZZ133 S 11•Iesa ^^ten etheI..l•e. toD che.n shell ha.e PreOerly altichrd slro<W,al she•thb,q ,nd Gene. <heM ' BC DL 1D.0 PSF DRW HCUSR6666 102s6003 hall I. ve • nronerly •ttachen .Igld <ellln9 loutlens ,h"..n ror nr••+^e^t Nteral re+tr•Int e1 yens 1 shall have tr ri^q 1n•tilled ner ettl section, el er is e.0. .• annlluele. i BC LL 0.0 PSF MC -EKG JB/WPFALPINEIIIBuildingCo•0^^enl, f.•oun 1"'. IIINRCO) ,hall net C+non+Iele ror eny nertiuen Ire• this design. $TAT :'fQ• any Iailu re to W.n the trns, In ronrer ..Ce vith Alil.,W1 I or for hub11^9. ,hipping, InstillaU on A t/a G,e..In9 01 t....e, Apply e1AIe, to e.rh I.re ei tr.,•, and position ., ,bean .nq.e .nd en the deinl 9pw''•• /e OR,pP,.''<r TOT. LO. 37.0 PSF $EQN- 844441 Or ten •. u^Ios+ noted otnerrlse Re/er tq er•Nio9s 160• t ror stinn•rn P Nte Po,Itlen+. A •eat en this ^• 9 Pon P '. wlnn o. ee.rr ne9C IhUn9 U,is n,wln9. Innlule+ a.cevtinee olen,nles+ional englnccrin0 s/Q e`DUR FAC 125 FROM JONITWBuildingComponentsGroupInc. efpen•ih111tY •elely Inr the design +ner^. 1he ,ultaellitr •^d u or lh1 design re, any structure is •'. the respon•J ellity of the eelldln9 ees19^r per ANtI /1 pl 1 Sec.t. +1 nr •ore Inrer••uon see: this 1oe•. IlainesCity.Fl. 33844 9e••<ral note, nag"- 11N ecr. .,...,.It.,erq <e• IPI. NN., tpin,t orq: MICA snN S0rinne,try Coo: Sep 13 0 SPACING 24.0" JREF - 1U566666Z01 FLCOA90278 ICe: w iCCs4Ie.^ q 1110 UMb Nt ANtU tNUM LUMVUItM IN UI (LUAUZ, b UIMM,1UNb) !)UbMI11tLl By INUbb MYM. 1b4!)1-dlmmy Mall (t.namp Meslaence) - rlur) Top chord 2x4 SP #2 J2 2x6 SP p2: :T3 2x6 SP SS: J4 2x4 SP #2 N: Bot chord 2x4 SP M-31 :B4 2x4 SP Q2 N: :85 2x4 SP p2: Webs 2x4 SP N3 :W6 2x4 SP M-31: A) #3 or better scab brace. Same size 8 80% length of web member. Attach with 10d Box or Gun (0.128"x3'.min.)nails @ 6" OC. Left side jacks have 7-0-0 setback with 0-0.0 cant and 1-5-9 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-5.9 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 1-5-9 overhang. Right bottom chord exposed to wind. 3X10(F1) 7X8= 125 mph wind. 15.00 ft mean hgt, ASCE 7-05, PART.—ENC. bldg, Located anywhere in roof, CAf II, EXP B, wind TC OL-4.2 psf, wind BC OL-5.0 psf. Iw=1.00 GCpi(-1-/-)-0.55 Wind reactions based on MWFRS pressures. yl hip supports 7-0.0 jacks with no webs. Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. 5X7 (R) 111 3X4 SX8= 5X7= 3X5 III 3X5= 3X5= 1-4-0 23-8-0 i-u-U 4-8-0 Ile R-1696 U-726 W=8" 4X6(R) III 26-0-0 JAJ= -- JD-4-U 10-0-0 Over 3 Supports R-3604 U-1513 W=8" 5' Effective Contact) 9-0-0 3X5(A1) 1-4-0 0 0 R-993 U-431 W-8" Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. 20 Gauge HS,Wave FT RT=20% 0% 10 0 10.01.0 OTY:1 FL 3 R - Scale=.1875" Ft. WARNING" RUN A00 •OtLON ALL Notts ON I01s shrill ,`DENS•••. TC LL 20.0 PSF REF R6666- 14178IMPORIANI" ruRNi ell 11f1c orclGN 10 AL I CONIR.CIORc I -COMING IN<IAII(Rc. ••. G Iruasrs reR"lrr ".type c•,e In I,n.ldtlnq. Mn411nq fnlp0ln". InaNllln..nn nr.<In" Ret"r to an4 T C D L 70 PSF DATE 0 9 / 1 3 / 1 0Iell"r the lµesl e4 Hlon nt RCsI (Ro1141nq Co.pon"nt 4.tely Inf Or.a lan by Irl •n0 YICA) tar +.Iety n. .Ctlees prior le perinra ny these Iuncllon+. LfU11<rs sMll provl4e IC.por-y brVcInq per RCcI. No. 2OnIHsnet"4 alnervlse, lop c.o,n steal Mr< proP1. •U•cne4 +Vuclural neahln. •n4 bolto. <her4 y BC OL 10.0 PSF DRW HCUSR6666 10256021 shall have a properly •tt.Ch"4 1I.I4 celll., loUtlent +w.. ter ........t lateral restraint et tens 1 if shall nave 01•1419 l—tall<" nor RCCI svctlo- 63. BY e. 510. as Applicable. 1{ ALPINE IIN Ru1141n" C .ponrnl G".", Inr (IIYRff.) .hell net ne r<+p.n+lble for any 4lvlaUOn rr0. this 4"Ngn, A STAT OF , Q r BC L L 0.0 PSF H C - E N G J B / W P F anY fell.,. to bulls the tf uss In <.., Or.a nce "ilh •nsl/Irl 1. or 1", h•n411n" snlppinm Ins U1 NUen A b,•clno at t,n++e+. Apply plate, to each I... "I .._ ..4 p..ltlen - .he"n .t, v .n4 I. the J"lnt 9pw'••. F OR Op1 a TOT. LD. 37.0 PSF SEQN- 844444 oct.Il+. .pies netts ot1e rrvlse Ret"r t0 nral,l n"+ 160••z ror +U nnar4 plae nOsl Ll ens. A seal on th., ^1--se—•' ( 4raring or cev"I woe II+U n" this 4rA.in" I. I.tes .cc epf.nc< of orollsNenal en"Ineerinp V nVV Building Components Group Inc. eswnslbllRr solely for the ae+l.n shun. the —it.blllty —d p et t.l+ 4ea1"n I., ..y •truct.r" I5 S 1 IVi1 OUR . FAC . 1.25 FROM JQN the resnen+lblll1, of the 601,11n" Oe Noner per ANtI/1P1 1 <ec.y 'let wr< Inf Or.otlen +"<: lhls Job's IlainesCgll 33844 ""neN1 notes woe IIN-RCG' w.ltrnr" coal. IPI . tpin+t.o... NICA: —sbcl"nu+try coo. Sep 13 ' 10 SPACING 24.0" JREF - 1U566666Z01 FI.COANO278 ICC: _lcrsAl<era 1111b UN4 YRtYAKtU tKUM t.VMPUltN INPaI (luAub 6 ulMM)11)") :)UUM1lltU UT INU5b M14. 10g71-d11Dmy ndl I tt.nalDp nesl(lence) - trail Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Provide ( 2) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2) 0.131"x3" nails, toe nailed at Bot chord. 6 F_- 2X4(A1) _. 1<-1-4-0---J 1-0-0 Over 3 Supports 1 1. =a I R=199 U-88 W-8" RL-36/-27 125 mph wind, 15.00 ft mean hgt, ASCE 7-05, PART.-ENC. bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL-4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(I/-)-0.55 Wind reactions based on MWFRS pressures. Left bottom chord exposed to wind. R=-36 Rw-31 U=41 R=9 Rw=11 U-5 0-10-3 1 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=20%(0%) 10 0 10.01.00. Q,505uN19wft, OTY:2 FL 3 R - Scale =.5" Ft. YARD I"G•• READ AND IOIIOY All IIOI(S ON Ills S1111 I• F/ TC LL 20.0 PSF REF R6666- 14179IRpORIANI•• 10RNis., IIIIS OlclG" 10 All r•ONIRACIONS INCIIIOI.G INSIAttrRS. P„ ..... "••ti Ire req..lre <•1.<.< rue In Inb,lutlnq h,nellnq, ,hlDDlnq, In,Ullln9 ane br.<I,g. Ruler le .nn T C D L 70 P S F DATE 0 9 / 1 3 / 1 0InnertenlatCategltlpnelRlcl (eu,Inlnq e^+Dement sa, C1Y I^,^•+•tl on. hr Ipl •nA NICAI ror s,lcly prat tire, Drlqr to DerlorRlnO lhe,n Innl lion In,t,ller, aha 11 Pr lee te+p.... Y br,elnq Der eCSI Vn1<,. netne of l.rr rl,< lop lhmn a,.,II h,r< p. el "Y ,l Ucnee ,trectw . ,unatelnq u0 botto+ rhme No. 2 = BC DL 10.0 PSF DRW HCUSR6666 10256004 hall ha,e • properly altarhee rlgln rellleq. lor•tlo— ahe+n to, per+,nent 14tcr,I I<alralnt of wb, sl„11 e,v< D.,.l^q lnalallre pe, "C11 r"1l R,. of e. 610. p"i—b.. 6C LL 0.0 PSF HC-ENG JB/WPFALPINEnYnunnlnqenhponenlse.o.,v Inc n1YRcel n net ee reapon,ml< ror •hy eerlauon rro+ thl, ee,lan, tf STATE OF , tZr Enr 1•lIw n to bel In 1hn lrn, In renloru lce Yltb •11,1/IPI 1, nr Ior b,nellnq, sh1001nq, Inttallallon A 4 •. raeing M U gases. Apply plal<a Ie earn Iar< or 1re,..ne De,ltlen ., ,ho+h .bq.e ,ne en lee Yglnt 9p '••. ' O R QP' ` TOT. L O . 37.0 PSF $EON - 844383 oe1•II,. unle„ eotce 0'he'. x, Rnl<. to euYb.ga Ibo••L ,e. Unn a.e plate Do,ltlpn, • sNl en thl, er,,lnqINllnq tehal ITWBuilding Components Group lnQ <, eu"Inq1nelGles ,«< Dt.nte nl D.ele„Ien,l <nglh<erleq DUR . FAC . 1. 25 FROM JON the respnslbllltr l the RYllehq Oe,lgn<r pet •Iltl/lrl 1 S«.7 for +,,c Inlor+. tlen see: Ihla Job-, IlainesCity. FL 33844 gener,l not<, wge. nY ncm YYY ltYb<q co+: IPI — IDIn,1.o1q: PICA —a ,b<lnnest1r.<e+1 FLCOA#0278 Sep SPACING 24.0" JREF 1U566666Z01 la rYY l«*•' 11,115 UNIT YNt AKtU YNUM LUMYUItN INYUI (LUAUS a UIMtn ,IUM,) bUtJMIt It UT INUbt, MhK. 1o47i- dimmy Mall (cnamP Kesluencep - cuim) Top chord 2x4 SP y3 Bot chord 2x4 SP p3 125 mph wind, 15.00 ft mean hgt, ASCE 7-05, PART. ENC. bldg, Located anywhere in roof, CAT II, EXP B, wind FC OL-4.2 psf, wind BC OL-5.0 psf lw= 1.00 GCpi(1/-)-0.55 Wind reactions based on MWFRS pressures. Provide ( 2) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2) 0.131"x3" nails, toe nailed at Bot chord. 6 3 2X4( A1) Lc— 1-4-0--3;-J 1. 0-0 Over 3 Supports I = :- I R- 187 U-82 W=8" RL- 38/-29 Special loads Lumber Our.Fac.=1.25 / Plate Our.Fac.-1.25) TC- From 56 plf at -1.46 to 56 plf at 1.00 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. R-- 35 Rw-31 U=41 i 1- 6-11 0. 9-3 g- b:0 —4— R-- 19 Rw=20 U-20 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=209g 0% 10 0 10.01.00. OTY:2 FL 3 R - Scale =.5" Ft. WARRING" ING" RfAU A1.1 r01t0M AIL NOIfS ON 1C. I I I' • / TC LL 20.0 PSF REF R6666- 14180 IMpORIANI'• IURal R fill% Or cl<.a 10 All CONIRACIORS IIICIMOI Rf. Iacl All (Rc. „ea•• ••'. Ir Date requ l.e <. tree rue In l•prlutlnq. n•nrlllnq. h ippinq. In,t•lllnq .nd p„clnq. Me,- le and y,,•v GENS y TC OL 7 0 PSF DATE 09/13/10 OIIOMtheI,teat eeltlon or 6Ccl Iaelldlnq C—PO.—I. SaletY In/e..ation. by IN and MICA) ter ,a,ety OS pr, r tl<^, nr for to pe. lee .Inq these IunrtlOna Inat"Ile., ah,tl prerlde l tC.per wry seat lnq Oer RCcI NO•ajaj IlnlennotceotnerMlae. trp there Mall lyre Properly dl,<hed ,4ucluu>aeµhlnq and pone. Chard ; y BC DL 10.0 PSF DRW HCUSR6666 10256005 a nAll Mve . n. op<r ly att:In rlgld relllnq tor,tlom ,hoMn /nr per .,Pent Mleral re,tralnt o1 aces : •% if Ma11 h,r< pr•<Inq In,Uled per MCeI ,eetlena OJ N/ er 010. ,a appll<•ple. * if ALPINE IIY Rulldlnq Ce.ponenta fr OnP Inr. (11MRCf1 ,ha11 not pe r<apnnalple Ier ny Arvl,l 1pnecalgn, MA F7 B C L L D. D P S F H C- E N G J B/ W P F any Iallurc in aulld thq truss In rnnlnr., ee Mllh AI1.1/Ipl 1. or /er handling. fhlppin9. Inatall,tlnn A A •l , r prJ < Inq OI tnr b, AppIY p„t!, t0 !a<n I,r! O, tru Ya ,nA Poalllnn .. apnMq •ague and On the .IOlnt 9Ow,••F Q R1 p;•e TOT. LD. 37.0 PSF SEON- 844361 petalla. Vnlesa nnlyd other Mlae. Refer t0 draMlnq 16— 1 In, ,t,nda-I plate PO,ItIon,. A —I on lhl, I, • ` draMlnq er corer Page II>Ling Ihl> dr,M lr,q Indl<•le, accep,,n<e OI prel<,f lnnal en9lneerinq ( ITYVBuildirlgCanptmenfsGrouplue <, perr,lpllltY solely IQ, the de,l.. .noun Ihq aglt.nllltY .nd q e e, thI> d<,Ign Ier .ny ,trq<lgr< 1, FVS/pNA`N OUR. FAC . 1.25 FROM JON thr. re,perralalllty or the guild lrro De,lgner y^r Allel/Irl 1 eer 7 >f or .n.e Inl or .,tlorr ,ce' In la Jon', 1lainesCily FL 33844 general note, page: 1.110: MMM ItMprq.co.: Irl: M h tpIn%t.or MICA: Mw.aaclndu>try.ca.: Sep SPAC I NG 24. 0" JREF - 1U566666Z01 FLCOnn0278 ICC MMM Irc,a,e Y IN1 l UNII VKtYAKtU IKUM LUMYUItK IMYUI (EVAV. 6 UIMtN,IUM$) WbM111tU Dt IKUbb MIN. 1b4!)1-JIMMY IlaII tt.namp KeSlaencel - twos Top chord 2x4 SP p3 Bot chord 2x4 SP y3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Provide ( 2) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2) 0.131"x3" nails, toe nailed at Bot chord. 2X4(A1) = 1-4-0-----J 1.3-0-0 Over 3 Supports R=220 U-70 1.1-8" RL-66/-34 125 mph wind, 15.00 ft mean hgt, ASCE 7-05, PART. ENC. bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC OL-5.0 psf. lw=1.00 GCpi(I-/-)-0.55 Wind reactions based on MWFRS pressures. Left bottom chord exposed to wind. 10 6 11 R=59 U,27 T+ 1-10-3 L R-50 U-16 9-0-0 Design Crit: FBC2007Res/TPI-2002(STO) PLT TYP. Wave FT RT=20%OX 10 0 10.01.00 OTY:2 FL 3 R - Scale =.5" Ft. wARN111G" READ AND IOIt011 Alt NOIES ON 1111$ SIIEEII TC LL 20.0 PSF REF R6666- 14181IIMISIURNISIS01SIG. IO All COIIIR.CIORG InCLIIDING I.S1.11rRS. CLNS"'• Ir ua,e, r<golre e. lr C+• were In 110, ir.t b,q, handlinq. ,hippi.q, Io,t•111n9 a 0 ora<i.q. Refer to ..4 S:•'v F t TC 0 L 7.0 PSF DATE 0 9 / 1 3 / 1 01.IIOw the lat<,t l41Uon o1 N<SI (Rulldlnq Co.ronent Safety Inl.l.atlgn, ey Irl and PICA) for ,.felt' oractlee, r1A., to perinrgl.q tne,e function,. Installer, ,hell p,OVlee te.pO,.,y n„<1.9 per nest. Ne,eR•le•)9 Unle,• no tee anerrl,C ten <hnrd shall have rroperlr attaeheA ,trucblra ,heathlnq ,tie eotto+ cn.rd : I..VV,,1 } BC DL 10. 0 PSF DRW HCUSR6666 10256006nullMve • Drove. ly al tacMd r1g14 .•111nq. lo<a..... shown lq, Pe ..nlnl late. •I restr.I.L .I wrn, y . hell have h1.<inq fn,talle4 rer RCSI ,e<tfon, R) Ry 11 610. ,s enrll-b1e. 7t B C L L 0.0 PSF H C - E N G J B / W P FALPINEIIYlnlldlnqfe.rongnN G ow0 11- 111wRCG) hall not 9< r par 111, for am devl,U9n Ire. lhl, deNgn, STAi ' / t any 1411.1e 19 none the t, us in <........Ce with An%I/Irl 1. or to, handllnq shlrp-q, 1n,t,liatio„ A ' A7 s . `-\` I hr.clnq .1 IruNr, Artily rlate, to each fare Gl t19s, one po,ltion ., ,hewn anOve and 91 the Jelnt 9O'•. It/ e,O`: TOT . L 0 . 37.0 PSF S E 0 N - 844387 Detall,, 9.les, n9te4 otherwl,e. Refer to drawings 1GDA •1 Lr ,Uneare plate oosltlen . sea en thl p h• . 9 lie P er.wlnq.o, rover o.qe .1s11nn Inl, ernrbp. Indlrnte, ,tte.t.nte .f rr9fe„1..a1 engineering ASS/pNAt a OUR. F A C 1.25 FROM J 0 NITWBuildingComponentsIna. Iesr... il,Mty solely Ior t- 110i ,h.w.. the ,ultahnitr and wC .1 Ihi, de,Ja. for a.y ,t-t- 1, the resron,loillLr of the 8,.I1elo9 De,lq"er per ANTI/Iri I sec .7. for arore Inlw mU.n sce: Inl, fon' llainesCily. FI. 33844 genera ..tes rage IlV ace.- wan itwhl Co. Irl www t91.st e19: C. www .d.ntry <O.: Sep 13 SPAC ING 24.0" JREF - 1U566666ZO1 FLCOA#0278 ICC: www.iresale o Inn UN6 rNtrANtu CHUM 6aNYDItN INVUl (LUAU) 6 UIMM.WNb) SUUMIIIU by INwb N1N. 104a1-,ltmmy nail ((,nalnp Kesiaence) - Ldsnl Top chord 2x4 SP #3 Bot chord 2x4 SP k3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Provide ( 2) 0.131"x3" nails, Loe nailed at Top chord. Provide ( 2) 0.131"x3' nails, toe nailed at BoL chord. PLT TYP. Wave Z ALPINE IT W Building Components Group Inc. Iaines 0y. FL 33844 FI, con NO 278 R-59 U-32 R=52 U-19 4-1-4-0---,J 3-0-0 Over 3 Supports R-221 U-69 1.1-8' RL-78/-47 125 mph wind, 15.00 fl. mean hgt, ASCE 7-05, PART._ENC. bldg. Located anywhere in roof, CAT H. EXP Br wind TC OL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(1-/-)=0.55 Wind reactions based on MWFRS pressures. Shim all supports to solid bearing. T+10-6-11 1-3I-3 9-7-0 9-0-0 Design Crit: FBC2007Res/TPI-2002(STD) FT RT=20% OP/P 10 0 10.01.00 WARNING— RIAN AND r0110N All NOICS ON 1111S SIIICI, IMPORIANI•• rURNltll 11115 U(SI411 10 all CONIRACIQA% INCLUDING INSIAt1(RS. Iru st t, re9rlire tat re.! <•rt In 1ahr lcating hanollnq, shlPpine. In,t•Illn9 an0 hr"cinq. 1 ollOr Inr lattsl Mltlen or NCSI IRnlldlnq 1'n.pontrr, [aletY I,rl er a"t1pn, hr Iri +n. MICA1 rer ,al ety or,cticr1 011o1 to yerfor .leg tne+e lu-t10— 1-t•lle- shall p.nrldr, (!.perry h."clnq per NCSI. Ugless noted otherrls.. to, there ... 11 hart P,ope,ly attached +t-ct... I sh—thlnq and .otto. c,o,o Q hall hart a or9oerly attached rlgln re111nq totatle- hell for peronfnt lateral restraint .l reh, lull ,urn hracinq in+l"lltd otr RCSI ,ectlons NJ. Nr or 810. a. appllcahlr IIY Oullning Cnnpg^.eta Gr mrn Inc (IIMNIf.I ana 11 not h. rt.Pnm oIt /e, nnY olvl"U on /r0. Ch1. ACalgn, any 1"1 b1. to hullo the Iru+s In <enlar."nct "Itn aN51/Irl 1, or rer handling. ,hln0lnq. Install•llon a l t....Apply platto each lace of t Uracingnese, ru.a and po+ltien - ahopn ah_e and on Ch. J...t Ot UII,. u^leas nollA ether, ae. N.ler to dr—lnq 1h0A"r rot H a"o•rd pl µ! pON lln^.. A -.1 en Ch., nravinq or rov r na9e listing t111, dra.l„g, InAlca te, accent+^cC el or oltatlonal englnrerinq c.non+ Ihllllyesollly 1 the ne,19n ,Iro"n 1„t sultah111tY and u of Ch1. design Inr any .trn<tnr! 1, of 1fro r. q,00,1h11 Ry o1 Uw Nu11n1n0 Ot,IgnG her AN$ 1 Sec.] or .arc lnl or ..{I.. , Writ Jeo'+ germ r" 1 rotes page. IIM-NC(.. —a ltphrq 1n., IPI—tpintt.erq. MICA: —tIclndu.try coal: Sep ICC'—.Icc,.Ie orq J OTY: 2 No. 2, 2 s l STATE OF FL/-/3/-/-/ R/- TC LL 20.0 PSF TC DL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24. 0" Scale=.5"/ Ft. REF R6666- 14182 DATE 09/ 13/10 ORW HCOSR6666 10256007 HC-ENG JB/WPF SEON- 844364 FROM JON JREF- 1U566666ZO1 I111b UMV PKtVANtU IKUP1 I.VKYUItK INYUI (IVAUb b UIP1M IUNb) ,UbMIIItU NI INV» IIIK. lb4131-JiNIINy Hall (Lnamp Kesiaence) - t,Ja) Top chord 2x4 SP p3 Bot chord 2x4 SP #3 BoLLom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 Lotal load. Provide ( 2) 0.131"x3" nails, Loe nailed aL Top chord. Provide ( 2) 0.131'x3" nails, Loe nailed aL Bot chord. PLT TYP. Wave Z ALPINE I TW Building Components Group Ina I laines City,1.1, 33844 FL COA a0 278 2X4(A1) = 1<-1-4-0-->J L— 5-0-0 Over 3 Supports R-286 U-78 Wre8" RL=96/-41 125 mph wind, 15.00 ft mean hgt. ASCE 7-05, PART.-ENC. bldg, not located within 4.50 fL from roof edge, CAT H. EXP B. wind TC DL=4.2 psf, wind BC DL-5.0 psf. lw-1.00 GCpi(i/-)-0.55 Wind reactions based on MWFRS pressures. Left bottom chord exposed to wind. R=116 U-53 R-89 U-33 Design Crit: FBC2007Res/TPI-2002(STD) FT/RT=20%(0%)/10(0) 10.01 MARNING" MAN AND FIRIOM All 11011`3 ON [III$ SIILII, IMPONIA111" IORMISI. '1113 OrSIGM 10 All C.OMIOACIOR< IRCIODIMG INc1.41r0c. Iru++es regn l,w co 1,I......It... h—oling. shlppinq. In+tolllnq ..d br.ci,q. Neter to Ann p nor Lnc le tc+t ed Btlen n. RCi1 tOulBd..q C... hnenl S.IetY Inl e, ..tlnn. by BPI .nd MICA) lor -fety nrecll<es ylor ,o nc„ e, .InO tncae fun..t'ona. Inal.'Icrs sh.11 prhrlde IC.por.,y brot h, per OCil. Unless noted OL„C. rlsl. te0 <he,d h•1' h .. p,hperly oU.<hed tractor.' +he•thlnq and bone. chord shot. I,— . p•enerly .1 t•cnen rB'.d cell... toc.l l.. sh... for pe,..n<nl I.ter.l restr•let .I rebs 1 h.11 lave bathe Inat.11Cd pc, OC<I secllons 03. Of or 610. - .Ppllc.t1l, 1! 1111 Out I", Chop .... is Group Inc. (llwllCO) snot' opt be resnonslb'< Ihr •ny de•I.tl.h Ire. this ne+tgn. ny t•Ble,e t. M,I In the ton++ In cool or .,ore rltn •1,}!/IPI I. or .er n.hA'In9. shlppin9. Instollotlen A bred „q .1 C11—ea. Apply r.•t es to corn I_O, truss .nn pe+ltBm, .. a,wrn ohhre .nd en the Joln1 OCta l unless hotrd honer rlae Re1<r to a, .cloy+ 160•-2 for sl—dord plote nos .tens A se•I en th1 nr.rinq o, coy , pp< 1lstlno thl+ Ororinq, Innle.le• .ccepton<! n. Oreleaslnn•1 enelneerinqcanonsl011ity • IM 1— the 11011. ahoy.. tot' - Mobility •nd u . this deslgn ,pr .hy st.—ct- a Is the re+pnn+lbn tt• .1 the ..Ildlnq Oeslgner per AM<I/IPI I Sec.?. aror .ore Inler.Atlon see: this job's gr_ I noes p.qe 1.M-OCG: — ttrbeq ce.. IPI. — tpl,nt erg. MICA rrr. thelhdustry coo: ICC: rw.lcc......q OTY:2 Pv GENSF No. 22 STATE OF ? r Sep 13 '10 FL/-/3/-/-/R/- TC LL 20.0 PSF TIC OL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R6666- 14183 DATE 09/13/10 DRW HCUSR6666 10256008 HC-ENG JB/WPF SEON- 844391 FROM JON JREF- 1U566666ZO1 I NIs UMb VNLVARtU tKVM LUMFUItN INVUI (LVAUJ 6 UIMt" IU") bUOMIIItU tlL IMUbb MYR. ib4!) 1-jimmy Ilall (unamp Kesioence) - W7A) Top chord 2x4 SP Q3 Bot chord 2x4 SP p3 Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non-concurrenL live load. Deflection meets L/360 live and L/240 LoLal load. Provide ( 3) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2) 0.131'x3' nails, toe nailed at Bot chord. PLT TYP. Wave 7 ALP n' W Building Components Group Inc. I laincs City. FL 33844 FL con 90 278 3X4 III 125 mph wind, 15.00 fL mean hgL, ASCE 7-05, PART.-ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL-5.0 psf. Iw=1.00 GCpi(I/-)=0.55 Wind reactions based on MWFRS pressures. Shim all supports Lo solid bearing. 11 6 11 R= 259 U=146 R=- 127 Rw=54 U=107 10- 0-0 9- 0-0 LA4 ( A1) U- 1-4-0-->J 4- 8-0 0.4.0 5- 0-0 Over 3 Supports R- 288 U-87 W-8" RI.- 117/ -62 Design Crit: FBC2007Res/TPI-2002(STD) FT/ RT=20%(0%)/10(0) 10.01.00:6l° OTY:2 IIIR WAR III nG" RLAO AND IOLLOV ALL NOIIS ON IIIIS SlN I11 IMPORIARI" III- MIS Ol SIGU 10 ALI CONINACIORS INCIUOING IIISIA(LLNS. Iru, sl+ rtqulrt t.lr<.< rare In rAer lr Atlnq, h.ndllnq +nlppinq, 1"al.IllnO •nd Or•<Inq. reNer er to •ne rono u.t Ll<•t <elu e.. nr ecsl (Ru1ldlnq Ce.Oen<nt c.re LY In1pr..Llen. Oy IPI •"d YICAI r •.I tty nr• cU CC+ prlOr t" Ptrler.lnq lh.•< lunctlona In+ta Itr, +h•11 p—I de L—p... ry hr•cl"q per eCSI. NO— " oleo glnerul+t, lop rho.d M.11 n..0 preptrly aUcn<e Kru 1t 1 u.t.tnlnq And betI— there h• II bve A pr oPerly •t Ueh..d "... c<11:.q. Loco Ion, ,hou" ley p.—. t I.ler.l r<+lr.l.t of I.<b+ h. 11 h— b—I., I-L•lled per eC51-etlnna OJ. er er 610 .a •pnlle.b.. IIY eullel"' Co.pe "' Grqup Inr. (I IYNCr.) ,hablc lq, •nt devl•lto" fro. lhH eH lgn, ny 1..1u 1. eu11a the truth In <"nlerl.nc< rltn ANSI/Irl 1. Or IOr h—dllnq. •nlppl"q. 1n•UI Nllon A br. clnq or Lru+,r- Apply pl•t!• le e.rn .... or l.... ..d 0e,lllen •. •nmA •h"rt .nn o" Me Jelnl Oel• 1I• "nle•s neI ed olhtrul+e Rerer to d......s IGOA*2 I., al.nd.rd pl.le po+l ll"n•. A ,c•I en thl, d r•v lnq nr coy r p•ql Il+llnq th1• drw l nq, Indlc•le, xclp b nee "r pr ele,Nenglnterl"q e, pen+lelllt Y<+olt1Y Ie. the de,lgn :he.. the ault•e. .Ly •"e n or tn1+ dC+Ign ror •.y +true lure .1 Lh< rCspon•IbIIIty or the eulldlnq Oecgi-er ptr ANSI/IPI I sec 2 `ror .m a Inlm 1.tloo see; Ih F• JW , q eoer•1 ...le• n.qe: IIW. efr. wu Itubcq.— IPI- a,w tpin,t.grq. WICA. a.w SbCl1'dUst'y.CQ1: I CC: wu Iec+•r< "rq Sep 1 T 1- 10-3 1 FL 3 R -. Scale =.5" Ft. TC ILL 20.0 PSF REF R6666- 14184 TC DL 7.0 PSF DATE 09/13/10 BC DL 10.0 PSF DRW HCUSR6666 10256009 BC LL 0.0 PSF HC-ENG JB/WPF TOT. LD. 37.0 PSF SEON- 844370 DUR. FAC. 1.25 FROM JON SPACING 24.0" JREF- 1U566666ZO1 1110 UMII YI(tYAHtU YMUM IUMMUItM IMYUI (IUAUb 6 UIMtMZ,1UM)) WUMIIItU UY IMUbb MhM. l log -. tJ Immy nail (Inamp Mesiuence) - CO/) Top chord 2x4 SP p2 N Bot chord 2x4 SP #2 N BoLtom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Left bottom chord exposed to wind. 2X4 (A1) = L-E1-4-0-3-J 7-0-0 Over 3 Supports R-358 U-90 W=8" RL=126/-47 125 mph wind, 15.00 ft mean hgt, ASCE 7-05, PART._ENC. bldg, not located within 4.50 fL from roof edge, CAT II, EXP B, wind TC OL-4.2 psf, wind BC OL-5.0 psf. Iw=1.00 GCpi(-1/-)=0.55 Wind reactions based on MWFRS pressures. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. Provide ( 2) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2) 0.131"x3" nails, Loe nailed at Bot chord. R-169 U=18 12-6.11 3-10-3 R=121 U=48 9-0-0 Design Crit: FBC2007Res/TPI-2002(STO) PLT TYP. Wave FT RT=20% Op/p 10 0 10.01.0 OTY:5 FL 3 R - Scale =.5" Ft. wARMlxc R(AO AMM rp110Y All R011S ON 11115 SII1[11' TC LL 20.0 PSF REF R6666- 14185IMPORIANI•• .URNI51. Illlc UCCICx 10 All CONIR•CIORS INCIIIUING IxcIALICRS 1. us1e. requ l.e <+trN< ur! in laerlutlnq, n.nellnq, MIn01nq, Inca 1.n. ,nA eruct.., Re.Cr I. an, TC O L 7 .0 PSF DATE 0 9 / 1 3 / 1 0tenertn< latest •Alison o. NCSI (suit.... ee+pe"ent 5,letr Inl o. +•u en• er lrI .nn YICA) ror er p, •rtice+ od or to p<rl or +Ing We.e lunch ohs In.t,ller+ n•11 p- me te.per•ry bracing per 6C51. '\0. .^ un1c.1 oaten otnerrlsc. for <nn.a +eat n.+e oreverlr •u.rnee strucwr.l 1..eanlnq ."n botto+ <nere BC DL 10.0 PSF DRW HCUSR6666 10256010 Uall nave a properly ,U.ched r.,Id cell.... tonne.' 0.rn for per...1-1 laer•1 rp tralnl e. .... ; ? hall nave nI.C."c Ina,lled ne. RCSI +ccuen+ R] Of or 610, - ,ppllcablc. ' STATE ' B C L L 0. 0 P S F H C- E N G J B/ W P FALPINEnNeunA.,.n +venrnt. rreuo (IINRt'f.) anal net ee r<sn.".Ible ror ,ny nrvlatlen ire+ tnls dc+1q", a0•: ny I,IIurC t. U.IId the 11.1. Inc. 1n <.n.....,nce rltn AIISI/Irl 1. or .nr ...Alin. +eipnlnq, In11.11,nen , 9 •:, Apply plates tg each .,te .I t.g1.."d pe+Mien .. ,her„ .boob ,nn .n tnc J..nt 0,. ••..4OR O: TOT. LD. 31.0 PSF SEON- 844395 OeUII.. unlc++ notes Ote•rrl.I It to d,.r..,, I40••L ter 1 .ne,rA pl,le Dn Rlen s. A 1c.I en tnl, r nrar.nq or cover page li%tlnq tnl+ dr,vinq. InAlra<• acceptance .. prole++lend a"gl......g S/pNA1. 6 O U R F AC 1.25 FROM J 0 NITWBuildingComponentsGroupIncrHpewlellltywlelyIertheOHlqn +horn Ise .ul Ue.l 111 •.d We or 1n11 Ae.1.. 1.r •n, 1tr.c Uxc 11 ln! re.reniten , 01 M• OullAing Oe+lgne, her •x+l'IP 1 5e< 1. ror .ore ln.oualOn see 1n11 J.b'. iiainesCity Fl 33944 q.•ner•I note+ pagr: IIY•NCG rw.ltrnc..c.+. Irl: rrr.tnln+t...q: VICa' rrr.se<Innuslry.c.+. Sep 13 ' 10 SPAC ING 24.0" JREF - 1U566666ZO1FLCOA#027s Ice rrr..a.a•.g,. Inn UHU PHtVAKtU FNUM WMPUItH INYUI (LUAUS 6 (IMtMA UNb) bUNMIIItU at INU» MYM. 10451-01111111y lid l (l,nalllp Me5I(JenCe) - t01f%) Top chord 2x4 SP #2 N BoL chord 2x4 SP #2 N :132 2x4 SP p3: Webs 2x4 SP y3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Provide ( 2) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2) 0.131'x3' nails, toe nailed at Bot chord. LA4k111) Lali-1-4-0—>J 125 mph wind, 15.00 ft mean hgt, ASCE 7-05, PART. ENC. bldg, not located within 4.50 ft from roof edge, CAr II, EXP B. wind TC DL-4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)-0.55 Wind reactions based on MWFRS pressures. Shim all -supports to solid bearing. 4-8-0 2-4-0 7-0-0 Over 3 Supports Bib R-360 U-110 W-8' RL=147/-69 R=162 U=86 12.6-11 2-10-3 R-89 U=48 10-0-0 , 9-0-0 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=20%OAP 10 0 10.01.00 OTY:9 FL 3 R Scale =.5" Ft. HARNIIIG• RFAO AN010110N All NOIFS ON MIS s111F1' •/ IMPORIANI•• f:.d111W IIII< PFSIGN 10 ALL CONIRACIORS INC11101-e, I1ISIAIIFNT p'.+•••+•. TC LL 20.0 PSF REF R6666- 14186 Iru+se+ requl,c c•t•C.! <.r! In I.0, Ie.11r,q, l,. ndllnq snipping, Ins1.111nq and nr.tln9• RC/ee l...d .Pv CENs TC 0 L 70 PSF DATE 0 9 / 1 3 / 1 01OIl.. lne Lte 1 ed Mon n( eetl (flulld... ...nonCnl s•fetY Inc..... .4.nd NIU) /Or +a etv P,.ctice+ prl.r t. Perfor slog Lhe,e luncllen IM L.11<r, M.11 Of evlde le.Por..r er.clnq per eCTI. 11 Oa Zunits+ noted Oln<.N+n ten chw0 seal Mvt pr.prrl, .u.a.eq slructw:. shwtnlnq .n0 Ootle• cno,d BC DL 10.0 PSF DRW HCUSR6666 10256011 nail have • pleperl, .lt.chcd rlgld telling. (oc Nons morn ter P<r•.nlnt 4ter.1 reslr.lnl of NtPs : y : 1 hall n.ve e..clne 1n+U nee per eCSI ,ecllon+ e), eI er e10, •, •ppllcael< ALPINE IIY enlldl.q C..O.ntnt, Troup Inc IIII08CGI +hall net—0-liele (ee am derl.11on I— thl+ de+tgn• SiA OF Q`C BC LL 0.0 PSF HC ENG JB/WPF OnY f. sure t. ho11d the Lru++ 1, confac—ce rlth ANSI/IPI 1, or fee Mndllno. shinning, Inf Ullatlen A .0 '. r aC lne el L, gs,c+. APP1Y pL l<+ L. <.eh Lf%' e1 tr.,, ..d Pe+ltl.n ., .n.Nn .sore and en the .1.1nt 90•. OR`Op.;•4,'° TOT. LD. 37.0 PSF SEON- 844374 eel. n ,. un1<» .wled .the. Nl,e Refer Lo graving+ 16oA•t fo. +t.nd.ra rl•le P.H U o.+ A +tal an lnls • dr.Nln0 nr corer p.qC Ilsling lhls dr.Nl„q, 1nd1C.l<+ .cclpt.... .I prole++len.1 t.gl.eerinq s •••.a..M+'• • ITW Building Components Gmup Inc. rc+penNblllly ,olcly for tee de+lgn +no.n Inc +.lt.ol lfly and w< Of Lnl, de.1.. fe. anY +lrwlure I+ VS%pN OUR . FAC . 1. 25 FROM JON the —1—s1o111tY of Inc eulldlnq Orslgnrr per ANSI/IPI I T<r ]. roc .ore Inl Or•µ... +.. Ih1 Job.1 llainesCily.Fl. 33844 general ..Lts p.- IIN-Ncf: wit.oc. c... IPI w .tPln+t..,q: NIt.: _ .sp<Indp+tr,.<e•: Sep SPACING 24.0" JREF- 1U566666Z01 FI-COAHO278 Ict "<"'<•er. 16451-Jimmy hall (Champ Residence) - II0) IKI, UKb VKtMAKtU PKUM I.UMYUItK INVUI (IUAU, a UIMtN)IUNZo) ,UUMIIItll UT IM0 MYK. Top chord 2x4 SP H2 N BoL chord 2x4 SP N2 N Webs 2x4 SP k3 Ilipjack supports 7-0-0 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. 2X4 (Al) 125 mph wind, 15.00 ft mean hgt, ASCE 7.05, PART.—ENC. bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Iw-1.00 GCpi(l/-)-0.55 Wind reactions based on MWFRS pressures. Provide ( 3) 0.131"x3" nails, toe nailed at Top chord. Provide ( 3) 0.162"x3.5" nails, toe nailed at Bot chord 4-1 - 10- 10-->J 9-10-13 Over 3 Supports R=409 U-195 W-11.314' IPLT TYP. Wave Z ALPINE ITW Building Components Group Inc. Raines City. FL 33844 FI. COIN NO 278 Design Crit: FBC2007Res/TPI-2002(STD) FT RT=20% O% 10 0 10,01.00 NARNING" ROAD AND IOIION All NOICS ON IIIIS SIICII! IMPORIANI'• IURNI- IIIIS OrSIC.N 10 At C.ONINACIORS INCIUOINC.. INSIA11rRS Iru,sea ,e.l., Irr e.t•Cge <" a In 1•hr lcAt ing, 1.4.411n4 shln0l•.q. I"st•Illnq Ann hr,el"q. Re(e, to •,.d folleu tl,e I.t<,l rnitlon o1•NCCI (Oullnlnq Cn.none..t S.(el. I111-1— tlo- by IPI ."d ICA) for s.lety n, ,ctic<• o,Im le oerinrgl"q In<ae lunctlens Im Ullers M,It nro.lde lNPor.ry br,cl"q Per NCSI. unless noted "Mw rl se. too <horn sna l M.e Pr"nerly ,tt•rnen structural anw Ln h.o •nd bot to. cher0 MIt h... • 0-0t,11y •tt.cbed ,Igld r M.q. Iec•tI.- .h... I., Perw."ent I.t- .1 reslr•I"L or ueb sh,11 hA.e bracl"q Inst,ll<d or, NCSI se"loo 81, Of or 810. as .PPlluble. IIY 8ollnlnq fowo"ne"1 frown Inc. (IINNCG) M,11 hot be re,no".Ible ror •ny dea alo" Iraq this d,slgn. ary Lllwr t" Nunn ln< 4ns In <onl o, .,n<e arl ll, ANSI/Inl 1. o . h.n011n9. shlool"q. 1-1.411 µton A A br.rinq g1 tns•w. AYLIY Pt•te t0 <.cn 1•CC el trU• u.d P"a Rlnn . shot" •ts- •"d en I"e JOI., OeU 11.. u"I<as got<d otnerNlfC Net., le dr asrinq• IhOA•L ter •U"Mrd PI•tc noN dons A se•1 e" this d, .wino 11•ting lhl• n, ,wino, Innlc.t<s •<ceOlA"ce of nrolessl"n.l C"glneerinq r soena bllltY wlely 1", ,he heal." a.... the wlt.blllty •nn u.0 Of thl. design for ."y struUure I. the ee.ne",Iblllty or the Rnllnlnq O,slgnel pet ANSI/IPI I Sec.?. to, • < Inl erNAtlen see: this Job'. grneral note, P•qe. IIN•RCO: sm,.11ubcq c"q: IPI ,sh, nst .e, q: YICA w" sbcl"duatry.coo- ICC — 1-t.le "rq Sep R=221 U=163 12-6-6 3-9-14 R=353 Un76 9-0-0 OTY:1 E rN4 No. 22 STAT OF F FL/-/3/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF OUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R6666- 14187 DATE 09/13/10 DRW HCUSR6666 10256022 HC-ENG JB/WPF SEON- 844401 FROM JON JREF- 1U566666ZO1 IMI, UNU MIItYANtU INUM LVMVUttN INYUI (LVAU. 6 UIt7t NbIM-) .Ut$MII Itl) bf IWO M K. 1o45i-dfmmy Mall (t,namp Mesluence) - no/H) Top chord 2x4 SP p2 N Bot chord 2x4 SP #2 N Webs 2x4 SP y3 Hipjack supports 7-0-0 setback jacks with no webs. Deflection meets L/360 live and L/240 LoLal load. Provide ( 2) 0.131"x3" nails, toe nailed at Top chord. Provide ( 3) 0.162"x3.5" nails, Loe nailed al, Bot chord 125 mph wind, 15.00 ft mean hgt, ASCE 7-05, PART.—ENC. bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL-4.2 psf, wind BC DL-5.0 psf. Iw=1.00 GCpi(f/-)=0.55 Wind reactions based on MWFRS pressures. Shim all supports to solid bearing. R=150 U=108 R=424 U=132 L-1 - 10- 10-->J 6-6-7 3-4-6 9-10-13 Over 3 Supports R-409 U-195 W-11.314" 12-6-6 2-9.14 10-0.0 9-0-0 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=20% O% 10 0 10.01.00. 0TY:1 FL 3 R - Scale =.5" Ft. NARK n1c•• auN ANN IouOM All ions ox lids wrlll ` • /C/ TC LL 20.0 PSF REF R6666- 14188IMPaRIANI'• 7HRR1 cll Illlt Ill tlfp In All COHIRACIORc IHCI MOIH. Ipt1A1IIRt. P,...•••• ••,. Irq N! ..qulr< C.I r<.• <..< In UM lP.(Inq, L,nnl1., MlnPleq, ...t.11ln. ,nd p.,r lnq. Stele, to .ed y...CE s e•4y TC DL 7 .0 PSF DATE 09 / 13/ 10lonertl.. I,I<,L enitlon of Rftl (flglldlno fo.ponpµt•Irlr Ins or .,lion pY Irl +nn MICAI rot •d rtY pr,c Ncr• prlo, Ll. pr,lnr.Ihq Ina.. .......... In•I,11rr• ,n+11 pr o.ldr Le.por,ry nr•clnq Per . 1 ,x i Iln lef no Vd etberrl•<• foCned ld cclleq r c"O •.... .... prnn<•ly +1 Ur h<d •tr qc Wr,l MNtnlep ,ed Notto. chord Nu•2i BC DL 10.0 PSF DRW HCUSR6666 10256023 oroperly rlglIoc•llnn• snore br p<r..eeel Nler•1 ,HtN let el rev j h, ll h— hr.cleq I—L,Iled per Nfel •Octloe, NJ. 07 or NIA AS ,ppllc,hle. F B C L L 0. 0 P S F H C- E N G J B/ W P F ALPINEIIINnlldlnqr^.penm.ts lrnor Inr fllYHffi) •sal net pr .e•pen,1D1< l0, nny dta,lionU.1, d—..n. eY 7.IIMre to pglld LnC L. qa, In tool or .,nrc rltn Apcl/Irl 1, or for Mndllaq. ,nlppinq, In,Ull•U en . • STA or, tlnq of Lru•,e•. AI.p1Y pl.tea to e•rh 1•C! Ol lru•, ,ed pn•Itlen ., ,l.grn •pave ,nd en lne .Ipinl A9 ' R P TOT. L D . 37.0 P S F S E Q N - 844379 0C L•Ila. vale— „.Led otherrl,e Rrle, 10 dr,ringa LOA 1 let •t,ed•r0 pl.l^ po•IUon,. . ,NI on tnl, Ow'•.R,O .• 9 drpin9 r.r rov<r 0.91 111Llnq Ih h dr,rb.q. l..dlr,tr, ,ccept.nce or yrofe••loe,1 eeglnreriny I,, n ••••.«•• OUR. F AC 1.25 FROM J Q N ITWBuildingComponvinlsGmupInar<,pon,lollllY •elnly lnr Ua dr•Ign ,unto Ina ,ollaHllRY ,"d — of lh.• ntaage for .ey ,L .0-e I• V QNA• th! r<,pe,.•lplllty of Ln< Nglldle9 Oc,19n.• I•er Aptl/Irl I S<C 7. (er .orn Ir,l n, .•Llen sre: Il.l• Jon' Ilaincs Cily. FL 33844 gener,l not<• p,q- IIM.NCC.: — It.o q co.. Ipl• — tpin•L erq: MICA: rrr ,nrl..do,t,r.Cq Sep S P AC I N G 2 4. 0" J R E F- l U 5 6 6 6 6 6 Z 0 1 F1, COA NO 278 ICC rrrA—Ale.orq M 0 UMII Y"tl A"tU h"UM LUMYUlt" IUYUI (IUAU, A UIMMIUMb) .UtlMIlltU UT I M0 Mr". lb471-Jlmmy nail (1•ndmp McSlGence) - VI) Top chord 2x4 SP p2 N Bot chord 2x4 SP q2 N Webs 2x4 SP y3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/180 live and L/120 toLal load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 5X7= 125 mph wind. 15.00 fl, mean hgt, ASCE 7-05, PART._ENC. bldg, not located wlLhin 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL-5.0 psf. Iw-1.00 GCpi(-1-/-)-0.55 Wind reactions based on MWFRS pressures. See OWG VAL1400109 for valley details. 5X7= 9-10-15 3X4(D1) = 5X7= 5X7= 3X4(01) _ 13-10-8 I 10-0-0 I 13-10- 8ife _1 37-9-0 Over Continuous Support R-76 PLF U-19 PLF W=37-9.0 RL-5/-5 PLF Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC2007Res/TPI-2002(STO) PLT TYP. Wave FT RT=20%O% 10 0 10.01.00. 0TY:1 FL 3 R - Scale=.1875" Ft. WARNING— elAx l Al rC(11R Alt e011S ON lids mall Q j` TC LL 20.0 PSF REF R6666- 14189I"rOR1Ael•• Ix WAR IlNG nl clRI In All CO.Ix AC lOxc IxC1x01 nf. Ixsl Al11R5. •••• ••••1 Irq.,e. ,egulre c.l,c.e u,e In ,.orlutlnq. h•nnllnq, +Mrpl.9, Inµalln0 •nn b„clnq. t<.nn S:•.v GENSFw'y TC OL 7.0 PSF DATE 09/13/10renovtn< 1•tea .nil ion nr ecsl leu nnlnq re.oan<nt 5•r ely Inrer.au en. ny ., •no xleA) ror +.rely nr•ctice% odor to re,lor.leq the- lge..tlen+ In,l•Iler +h.II erevine t—ghl u y o.oclnq oer eeH N Onl<++ notes othe.N.l. In0 abor.l .null have o,operlY atUeheq .LrgcWr•1 +heathlne •oq hotlo. <he.q = '" O• •! C BC DL 10.0 PSF DRW HCUSR6666 10256012 boll Mo • prer<r1Y •It+,nM rIg10 telling. lorHlona ,no..n ror vet oaent lAv.l ,Htr•IAt of v<e. !! y : a h•II hove n,.<lnq ln,t,llen ror eC5I .eel logic 63. Of er e10 •. anoll<.hl<. i 1f ALPINE nx eulleing en.onnenl. Inc. tnroeel n not qe re+oon.mle ,or ,nr qe+Loon rro. tnl. ae+Iqn. if STMtl BC LL 0.0 PSF HC ENG J6/WPF any Lllgrn to nulls the t.u„ In ewJw•oote rllh AN51/Irl 1 or br h•nnllnq, ,nlPoln9. Igallltl On A n. ,clnq of t. u..e. Aonlr nl te, to e.rh L« er t,q,+ •nn un,ltlen .+ ,ho... .Do,..en .. the .Lint 9•,•P,. TOT. LD. 37.0 PSF SEON- 844483 OCL•11 ,. UnIC.. nntCn Olnervl,< xere. to q,.v6.,q. 16OA•1 lei ,t•ngo,n pile position. A ,eal on ft" ompo P gr•rinq o, cove. ..qe lifting thl, nu.ing. Innlr•t- •<e<nloce of p.ol„Ln,l engingerinq EsS/QNq EN DUR. FAC. 1. 25 FROM J0NITWBulldiCMEMISG7ouInce+V. "hllllY ,nLIY ,m Uro A<+Ino +pO n the +ultsollltY •^n u.e o, lhl, Aeslgn Ior •nv .bgrtgre I, the r<anon.lhlllty o/ th. enllnl nq er,lgnr. her Allc:"I 1 <ec .7 for ...e Inl.—I... —: Ihl+ Jeh'4 llaines Clly. FL 33844 general notes p.oe: IIx•el,(—.ltnhcq.C11; Irl ..,, tnln.t..- --CA — ,bcln. ,.l.y.ce.: Sep 1 S P AC I N G 24. 0" J R E F- 1 U 5 6 6 6 6 6 Z 0 1 FLCOA#0278 Iee:.y Irc+•le—o IMIb UMI, YI(tYANtU tKUM I.UMYUItN IUYUI (LUAUS & UIMCN.IUAb) bUUM11ItU UI IRUSS Mt H. boat -jimmy nail (t•namp Meslaence) - vc) Top chord 2x4 SP y2 N BoL chord 2x4 SP f12 N Webs 2x4 SP y3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/180 live and L/120 total load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 4X5 (R) % 4X5 (R) Ip 125 mph wind, 15.00 ft mean hgt, ASCE 7-05. PART.-ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP B. wind TC OL-4.2 psf, wind BC OL=5.0 psf. Iw-1.00 GCpi()/-)=0.55 Wind reactions based on MWFRS pressures. See DWG VAL1400109 for valley details. 3X4(D1) = 3X5= 3X5= 3X4(D1) _ 1 13-10-8 I, 6-0-0 1_ 13-10-8 _I 33-9-0 Over Continuous Support J R=76 PLF U-18 PLF W-33.9-0 RL-5/-5 PLF Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=20% OX 10 0 10.01.0 OTY:1 WARNING— RIA11 AND IOIIOV Ail R01(S ON MIS SHEW IPPORIA111" rURNI.II IIll4 R(tlfn 10 Atl CONIRACIORS INCt U0IRC. I11SlAttl Rc • ^ENS•.. I rusae rtqu l.. l.I1. c. a In 1•hrlcatlnq, hannllnq. ,hloVln9 In, t•Illnq and e,arinq. Refer to •nn j lellor th. lale,t enitlen oI rRCSI (Rullnlnq Co.nentnl S•IetY Inlorsatlon, er IPI •nd YICAI 1o1 ,.Iety P•acU ce, erle. to nevi nra nq thcaC luncllens Installer, sMll prevldC tt.oer.ry el.a nq otr Beal. nlO.zYllntotenet.d Otntrrl,e. ton chord hIll have n.oPFly •L6.rhM stluctural ,h<athlnq and eotlo. Cho,A hall hove a nl onrr lY att.l t.nn rIg10 I.11 Ing Ioc.tl ona shorn IOr nCl .•neat 1.1 •1 ,<,tr.lnt o1 r<I. 1 ' h•11 have hl•Clnq loatalltd he, RCSI arctl ens 61. Of or 610 as .onllraelt. 7i i ALPINE n . Runalnq eo.nen<nta r. euo Ina. (nweedl ann l nut ee Icapnnalele 10. •nY nt.lal bn Ire. this de,lgn• $TAT r nY /•I ll,rt to eulld the trllaa In Co., anc< rl tl, AR,I/IPI 1, of ter han011n9. ,hlPning. In,tall•tlnn R AO :•. w 1O • . h, aclnq of trusata Annlr Ola<, to each latr of tru s, •an ooalU on a, ,hero aee•e •nd en Me Joint I• Otlalla. unit,, nn Vn elnN rlw R.1 .. to nr .ring IA..•Z to, fl •nd.rn o1.te Positions A .1 on thl • O a• (•\ n, .vino o, lovrr 1•.qo 11 a11nn thla nrwlnq, lnnlr.t., a.ceotu.t. e1 nrol... I ... I englnenrinq' lcp ITYYBuilding Components Group Inc. r ; IMa Jee', V; 9' 110vetet r. ANal/IPI l.ra. neeathe gn<C e. Co.; 'Pl. r tPln.l olq: MICA reClndulry Ca:IlmncsCity.Fl 33844 IN RCGSep1'I. COA #0 3 ••••D• 278 Ice: rrr.lrr..lr.erq 10-10- 15 FL/-/3/-/-/ R/- TC LL 20.0 PSF TC OL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24. 0" Scale=.1875"/ Ft. REF R6666- 14190 DATE 09/ 13/10 DRW IiCUSR6666 10256013 HC-ENG JB/WPF SEON- 844495 FROM JON JREF- 1U566666Z01 INIs UNt1 YKtFANtU rKUM t.UMFUItK INVUI (cVAUs & UIMtNSIUNs) sUtlMIIItU Ill IKUss MtK. 1b971'dlmmy 11d II (cndmp Itesluence) - vil Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP Q3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/180 live and L/120 total load. MWFRS loads based on trusses located at least 15.52 ft. from roof edge. 4X4= 4X4= JA4kU1) _ 125 mph wind, 15.52 ft mean hgt, ASCE 7-05, PART.-ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL-5.0 psf. Iw-1.00 GCpi(I/•)=0.55 Wind reactions based on MWFRS pressures. See DWG VAL1400109 for valley details. J It1 kU j 11-10-15 I 13-10-8 J ? o_ I, 13-10- 8i me J 29-9-0 Over Continuous Support J R-76 PLF U-19 PLF W-29-9.0 RL-6/-6 PLF Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC2007Res/TPI-2002(STO) PLT TYP. Wave FT RT=20% Opp 10 0 10.01.0 OTY:1 FL 3 R - Scale =.25" Ft. KAaanlc aun Ano IouaM Au noes on uns sunl' Q` `CENS.•, TC LL 20.0 PSF REF R6666- 14191IMrORIANI" IMa NIcl1 1111% KSIGN 10 0.t CONIRACIORS 1NCIIla1HO I.SIAMRS. VA I rgsse+ regalrC C.trewC c.1e In I•nr1Ullnq, h.ndllnq, +n bpinq, In Halllnq .nd n.•clnq 1c1er to •nq ro nel. the la..t rAlUnn o1 e1:a tnu nglnq t:q.pon<a s.letr 1n1 e1.•u on. ny m1 .na MIe•1 ror ,. wtr TC DL 7.0 PSF DATE 09/ 13/ 10 practices prlor to perwr.lnq these w rtlons. Instillers +h.11 plo.lde le.Ooruy Or•clnq per aCCI. No.22 Unless noted otncrrlso. top chord +h.11 nape prO0er1Y attached stlgcWr•1 +h..thlnq .11d O... chore ' y BC DL 10.0 PSF DRW IICUSR6666 10256014 sh.11 h..e . prererl1 atiched rlgld eN llnO. Ieutle. +h... Iqr Per..nent tit.r.1 ltslr•Int 01 .1eps if lull h.re praing In+tillyd pet 1101 .ectlon. 63. Of 01 Rio. •s .rnllc•nle. T tt C ALPINE IN eglldwq Co.pen.nlc firoup lac. tllYeCGI not oe resppnslpM ror .ny dC+lawn IrM tM+ OHIgn, A'; SI/9 OF : QC BC LL 0.0 PSF HC-ENG JB/WPF any I...... to ngllq In. t1 u++ In rnnlor..nre .,Ito .Ncl/Irl 1. or lap h.ndlloq. +n loping, Inst.11.tlen 4 w I / SEOOcll"."1`in le s`et.11 1n lnel.pllaee` Nnle4c l"o`4: 1.g5'1r`AA-1 !u,'sl.nd.'E pl,te s6tio,,.°".`sc•I"un`thl. O^( ONAoPV• OUR. F A C 1? 2 5 PSF FROM J 0 N 844500Zdr.vinq o1 revel P. Ilsl lnq tnls or.Mwg Indlc•tes •crept•nce .1 n•el. s+Ien•1 englneerinq V {< ITWBuilding Components GnwpIn ewensmnnr .nlely w. tn. de+lgn .ne 11 ln< +atihlnty .nd u+. of u,I+ qc+Iqn per any stracwre I. the 1<+pon,Ihlntr a1 tn< au ndlno n<a wnel per .ns Vlrl 1 cec.y. Ie. •01< wwr.•u en +eq InI+ Jon'+ I1oinc; 0(y.FL 33844 genel.l note+ p.q<. IIM•RCG r .ltvnla.ce.: IN: a tPl-t e1q: MIC.. vw +nrindgslry co.: Sep 13 ' 10 SPACING 24.0" JREF- 1U566666Z01 FL COA #0 278 ICC vw..c (. erq 16451-Jlminy hall (Champ Residence) - 114) Inn UMU PMtMAKtU YMUM IAMPUItI( INVUI (LUAUS A UIMtM)IUMb) ,UUMIIItU by IMI. MFM. Top chord 2x4 SP p2 N Bot chord 2x4 SP p2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/180 live and L/120 total load. MWFRS loads based on trusses located at least 8.14 ft. from roof edge. Note PLT TYP. Wave Z ALPINE IT IV Building Components Group Ina Raines City. FL 33844 FL COA #0 278 125 mph wind. 16.27 ft mean hgL. ASCE 7-05. PART.-ENC. bldg, not located within 4.50 ft from roof edge. CAf II. EXP B, wind TC DL=4.2 psf. wind BC DL=5.0 psf. Iw-1.00 GCpi(+/-)=0.55 Wind reactions based on MWFRS pressures. See DWG VAL1400109 for valley details. 4X4= 12-10.15 A4ku1) = 12-10-8 I 12-10-8 J 25-9-0 Over Continuous Support J R=76 PLF U-31 PLF W-25-9-0 RL=6/-6 PLF All Plates Are 2X4 Except As Shown. Design Crit: FBC2007Res/TPI-2002(STO) Scale=.3125"/Ft. FT/RT=20%(O%)/10(0) 10.01.00. _ OTY:1 MAR IIING'• READ ANO rOL10N AIL NOIES AN 1111S SIIIE1r IMPORIANI" Ina al Sll IIIIS PCSIGN 10 All COa1NACIORS INCIUOING InSlAllfaS. Ir u+sea regain trlre•e c• t In IAbr lc •tl nq, h•ndllnq, +hlpPlno, InSt•Illnq .nd Ornclnq• atrer le And Inllo,r lnt IAtc+t edltlorr nlrflrtl (aulldlnq Ce•nnnrnt SAIetY Inlgr••Ilon. by III end NICA( Iqr +•lrty nr •cU era prim In her lnr•In0 thra! luuctlom. Inal•Ilera M,11 Prerlde tr•por•rs. 6—clog per PC,I Ural rss noted ntber hlSr, Inn c nr0 shell nave pr oprr ly •tt•cned +tructu— shr•thlnq end botte• .bard a lull here A Prnp— ly ,1 t,rM1M rlgld rr111nq, lnr.11onS alrovn !or nG •,ntnl I.tcrel re+Lr.lnl PI rob ahA11 h— b-11l Inat.11 •d per RCSI arrU nna fll. A/ or 810. .. gMllc,plt. IIN flulldln0 CO•ponrn lA Greun Inc. (1 INRff.) +U•11 not bt reanen+Ible Inr Any devlµton I— lhl dC sa qn, ny f•Ilorr le bullA the tr ua In ronlnr•uµc •ItM1 ANSI/IPI 1. qr for Ir•ndllnq. +M1lppinq. InttAll•llan A br.clnq o1 trusses. Apply plates to e,cn I,<e of truss end poalllon A llre,rn .bore •rrd en the Jnlnt Oel•Ila, unless nntrd Otnrrvlsl. Rrl er In A•e•Inga IhOA•t ror .t..4. 4 plat, pus ll Ions. A s 1 on thla drw in9 Or <O•w n.gr. II+Urp tuts dr,arinq, InAIU tlS gn •« epI.... nI pr"te.a on•1 englneerinq retpen+IbI11tY solely Inr the dealahnrn. Ill. a 11..blllty And u ! oI IM1I drtlgn ter ,ny +Lrur.lur! 1 thereapanalbllltynlIM1cflulldlnqOe+ign Per ANSI/IPI I tee 2 seer •or! Inl nr•.tlen fte. Ihls tub' qc -. 11 notra petit: IIN-RCG wv Ilvbcq.co•: IPI: •w l.pl—I. nrq YICA: ,rw.SbCl,OUSlry.co•: ICC Irw.l<c+•le oro SAP; IUtq, No. 228 4104 Sep 1 FL/-/ 3/-/-/R/- TC LL 20.0 PSF TC OL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LO. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" REF R6666- 14192 DATE 09/13/10 ORW IICUSR6666 10256015 HC- ENG JB/WPF SEON- 844504 FROM JON JREF- 1U566666ZO1 I111, UMU PKtPANtU hIfUM IUMI'U1tl( INYUI (tUAUZI 6 UIMtNblUN,) :>UtlM1IItU UT INIR,, Mylt Jenat-jimmy hall (t,namp Mesiaence) - VD) Top chord 2x4 SP N2 N Bot chord 2x4 SP N2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non•concur•renL live load. Deflection meets L/180 live and L/120 total load. MWFRS loads based on trusses located at least 8.39 ft. from roof edge. 4X4= 125 mph wind, 16.77 ft mean hgt, ASCE 7.05, PART._ENC. bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL-4.2 psf, wind BC DL-5.0 psf. Iw-1.00 GCpi(i/-)-0.55 Wind reactions based on MWFRS pressures. See DWG VAL1400109 for valley details. 13-10-15 3X4(D1) = 5X7 = 3X4(01) L 10-10-8 I 10-10-8 J 21-9-0 Over Continuous Support J R=76 PLF U=31 PLF W-21-9-0 RL-6/-6 PLF Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=20X O% 10 0 10.01.00 OTY:1 FL 3 R - Scale =.375" Ft. iI RNIIIIS 11 RfAO AND fOltgR A11 Rolls OR .C. 1511111• P.•GENS.,, y TC LL 20.0 PSF REF R6666- 14193IMPORIANI'• fUAlfl Sll llns Hl tlf,H 10 AU foRiAAclpAc Ipcl p0lflf. INtlq 1(AG lrussr, r'equlr! ry Lr<.< <..< In Uhrlratlnq, naneling, ,U 1ppine, Im Ullleq ane pr acing. Aercr to .ne .' TC D L 7.0 P S F DATE 0 9 / 1 3 / 1 0ronevthelatraceluoaofRCSIIRunelnqee.pnnent ea <ty Inl o. lau on. hr Ivl ann RICA) ror ,.rr ty pracU ce. Or br to pert ora ng tnHe Ion<tlnn.. In,laller, sh.11 P-14e trvpora,y e<•cl.q Per ltil No. 2283 i Unle+s notee otMrvls! lep mere hal Mv< P,Oper ly nitae'% ,tr.rtl,r.l ,neathlnq and ootto. chore •y a BC DL 10.0 PSF DRW UCUSR6666 10256016hallhar< • nrorerlr •11,cnM rlgle ce llnq> loutlons , ... Inr on,— ent 1,C-1 restraint of rres * = )[ shall have or .r, on In+tallCe Per Rtcl srctlen R]. Of nr pig. •, applicable. ALPINE it. gullelnq fo.pnnenta Group Inr. (11IRtO) shall not oe ,espnn,lhlP for any eerl•uon Ire. this eeslgn. STAT ;' BC L L 0.0 PSF H C E N G J B / W P F Any f.11urr to pulle the truss In oot e. lanc< one ANSI /Ipl I. nr ror haneling. ahlpnln9• lnsta NUen A 9 V o, .Song of Ir n.se, .Prey nlatc. Cl. e.<h fare of tr.r...ne position ., .corn .uer< ane on the Joint O:'•.';'4 0 R OP''•' TOT . L D . 37.0 P S F S E O N - 844508 Oet.Ils• uhIe.. ..lee ether I_ Itlf— to e. Ings I.IIA-1 for ,t.ne.re plate positlo„s • eat on tick • • C er. rinq o, corer page Ilatln9 tnl. er.rinq, 1nAlratr, .cc<ptuve o1 Prof es+lend 1. .....I SjONAtOUR. F A C . 1.25 FROM J 0 N ril,'treU/rdlMg Components Group Inc. rapnnslolllty solely for tnC en+lgn Mern. Inc ,un.elnty .nA n.c of this eeslgn ley aey structure Is the responsibility of lire eollalAq Orslgn<r per Ah{l/IPI I cr< y. for 1011 I110r.At/o. +e<: this Job,* IlainesCity,FL 33844 general note, page: IOW-RCO: .uu.ltrPcq.ce.: IPI: pen, tpt-1. erg; PICA: rrr ,ocinee.try.re.: Sep 13 ' 10 SPACING 24.0" JREF- 1U566666ZO1 FLCOANO278 Icc• rrr.l.<.afr.ere IMI5 Uhl, VRtVARtU tKUM 6UMVUltR IMVU1 (tUAUD 6 UIMtM51UMt.) SUUMIIIW Ur IRU55 MM. 10451-JIIRIRy YIaI I ((,vamp McSlaence) - vo) Top chord 2x4 SP #2 N Bot chord 2x4 SP Q2 N Webs 2x4 SP #3 BoLtom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/180 live and L/120 total load. MWFRS loads based on trusses located at least 8.64 ft. from roof edge. 4X4= 17.5 mph wind, 17.27 ft mean hgL, ASCE 7.05. PART._ENC. bldg, not. located within 4.50 ft from roof edge, CAT II, EXP B, wind TC OL-4.2 psf, wind BC OL=5.0 psf. Iw=1.00 GCpi(-I/-)=0.55 Wind reactions based on MWFRS pressures. See DWG VAL1400109 for valley details. 14-10-15 3X4(D1) = 2X4III 5X7=_ 2X4III 3X4(01) _ I 8-10-8 I 8-10-8 J 17-9-0 Over Continuous Support J 11-76 PLF U-31 PLF W-17-9-0 RL-6/-6 PLF Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=20% O% 10 0 10.01.00 OTY:1 FL 3 R - WARRIRG" RIAO AR010110V All ROILS OR 11115 SHM! TC LL 20.0 PSF IRI•ORIA141— IIIR.1e1, 1141% 0I,1r:11 10 All rO111RAC10R, IRCIIIOIIIC, IRCIA111R, <•••• •••• Irua,<, requ l,< <•I, a+e wr< In r•a luunq, ne nllaq. ping, 1n,1•1llnq •n0 Ur •clnq. Rercr to •n,l .:eENs 4 TC OL 10 PSFrollowleeLIeK <gltlen et RCq /RUllglnq fo+0onent Sd<tr In/er+•tl en, by rr1 .nA bIC•1 ter f•rltr nr•CtICH P, ler le n<rror+ing tb sr IunrU ona In,t•1IK, ,M 11 Pr evlge Ic+Por•rr hrv<Inq p<r 0CS1. ND•Z t Onle„ nnl<q nthmwl,•, lop cneM M11 Mre preoa Ir •tt.cMq st,urtur•1 Me•thlnq •ng belle. chorq : F BC 0L 10.0 PSF h•l, h•.c . P, nne,ly •tt•ch•,f rlglg 1011ng tec.tlen, ,hewn to, Pe,+.ne„t I. ler•1 restr•Int el wb y h.11 h•re br•clnq In,l•Ileg po, 8451 ,«flee, 07. 0t or 010. .s •PPII<•ble }l ALPINE nw nning eo.ne„eeh hreuo Inc. IIIROCf,) ,1w11 net e,nen,lple for •ny gerl. Uon fro+ this design, $A OF B C L L 0.0 P S F pv 1•Ilur< In b,r110 lh. t,u„ In ,nor o, +•nt< rl 11, AN51 /I rl 1 0, lo, 1,•nAllnq, ,n1001nq. In,l•11•llonr.cing nl lru„<. Apply pia cs to <., 1, f•re e1 tress •nq Pn,ltlen . ,hewn nbeve •ng on lh<,lolnl 9O •• FAO R,0p:-: `/ TOT. LO. 37.0 PSF 0<tnlls. un1q, nntrg ntlm, wlae. R<1<r to gr.wlug Ih0••L rer ,t•nd•rO PNle Ooslllen • twl On th 1, . `tl Or.wln. or cover ,.qe Il,tlug this q, •ring, Ing1G t<, •<rePt.m.e . P,nr<s,l0n•1 inglnKrinq • a •• RWBuilding Components GtoupInc. re,oen,Ibllltr ,e1<lr rer the design shown the wlt.blllt) .nq u e of this d.s1gn rer toy ltruct— I, SIONA OUR. FAC. 1.25 the ro poo,lblllty el the Gfl01d ng Designer per ARsI /1 vl i 5ee.z. ,ror .ore Inrerr+•tlen see: 1.1, Job , lainesCI(y, FL 33844 gener•1 no les P•e<, IIR•Rf,C: ww.11wbc9 •ce.' Ipl wwr tPln,t erq' YICA: ww nbcln0u,try,t0+. Sep I SPACING 2 4.0 " FLCOANO278 Kc www Icc,•le.e•4 Scale=. 375"/Ft. REF R6666- 14194 DATE 09/13/10 ORW IICUSR6666 10256017 HC- ENG JB/WPF SEON- 844512 FROM JON JREF- 1U566666Z01 INIJ Ullb PNLPANtU tKUM LUMPUItN IMPUI (LUAUS a UIMtMbIUM,) 5UbMIIItU III INU,b MtN. tOlIJJ-01IRM,y 11d II (1, 11 d IN[) McSIUet1Le) - Yr) Top chord 2x4 SP p3 BoL chord 2x4 SP p3 Webs 2x4 SP p3 Bottom chord checked for 10.00 psf non-concurrenL live load. Deflection meets L/180 live and L/120 total load. MWFRS loads based on trusses located at least 8.89 ft. from roof edge. 4X4= 125 mph wind, 17.77 ft mean hgt, ASCE 7-05, PART.—ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL-4.2 psf, wind BC DL=5.0 psf. Iw-1.00 GCpi(I/-)-0.55 Wind reactions based on MWFRS pressures. See DWG VAL1400109 for valley details. 15-10-15 3X4(D1) I 6-10-8 _I, 6-10-8 J 13-9-0 Over Continuous Support J 11-16 PLF 1.1-31 PLF W-13-9-0 RL-6/-6 PLF Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=20X 0% 10 0 10.01.00 OTY:1 FL - 3 R Scale 5" Ft. NARt11NG•' RIAII AxOIOLIOY All N0115 ON IIIIS SIItLIl IMPON IAMI•' rURal ell Illlc Oc clfn 10 •11 COnIN•CIORS INcI UOIaG InT1All[ac. Iru„<, rMUlre <, L, <.< <.,. In 1•prlullnq, la nnllnq. +nlppine, In+Ulllnq •e0 •r •clog. N</er Lo •M I viler Ln< I+Lra <n ulon or a«I /er nalno re•nonent c•letr In+er.,u on, nr mI •ne YIc•1 roc +.retr P <•••N•,''•• G ry TC LL TC OL 20.0 70 PSF PSF REF R6666- 14195 DATE 09/ 13/ 10 ALPINE IT1NBuildingComponents GrolJpine. IlainCS City, FL 33844 NI. Conaoz78 up• n+le.u. cnovterleoru,rIrn rnl<.,cl. art•onlncq nnInrea , e, n.lunn ru.m. nIvenr,lrya •let.l•, rn,nen•u,Lvrure/,unr<+I te,•nnee•.Ln•,lnr v ••ncal•ncuv• e<ec,a. n•n nor. • n, en<rly .u• cl,en .Iola c<nlnq. toc•u m, ,norm for ne. +anent I•trr•l r<+tr•lnt e/ revs n,n n•rr a, •r lnq n„L•nnn n^• ecw ,«Lion, ee. er or elv.., ern n c•ale. WINer nalrq en.nenenl, C.-UP In. ( JIYetC.) hill not be. ..+non,lrle Io, •nr nc.I.0 rn rrr. Lob ae,lgn, nr Isnure Lo •olio u,c L.r„ In <onle...nce run AaTlrlrl I. r, rrr n•nnune. wlnpine. In,l•n•uon a Er.<lnq el Lrr.,<+. Arnlr pl.t<, Lr <,< n I+« rI Lrr.+ .nn pr,ltlen +, ,nern .•e•< .nn en Ln< .lelnl Oet•11• unl<, rnten ollwrrl,< RN^r to Ar+clog+ IfioA•7 ler ,L•nn •A plate po,ltlen, A ,NI on Lnl, nr•r ln0 or Corer p•q< listing Lnl n, •ring Inalr•t<, •rcerlwell++level C<r <nglnlnq e,ren,In1111Y +elelY to, the Ae,lgn , norm the 11ll••11Itr •ne u,c rl lnl, ne,lgn Irr •nY ,lruclrrc la the r<+prn,l•1IItr er the erl In lnq eC,1en<r PC, MSI /1 rl 1 c<r .7. rrr . e Inl er••llon see: Inlf Jen'+ q<n<ra nel<, page: IIY-ecfi. rw llrpcq co.: Irl rrr Lpinal Orq; MICA. wr.+nclnnr,lry.ce•: I<c wr.lr<.+I<n,q Me. 2 0. STATE OF ;•mac 9 •.. , pP•' r a` Q CO , • • • SS/ONAL Sep BC DL BCLL TOT . L D 10.0 0.0 37. 0 PSF PSF P S F DRW 11CUSR6666 10256018 H C - E N G J B / W P F S E O N - 844514 DUR . FAC . 1. 25 FROM JON SPACING 24. 0" JREF- 1U566666Z01 I NIA UNO VKtVAX tU rKUM 6UMYUItN INVUI (LUAUS a UIMtN,IUNb) bUtMIIItU Ur INU,b Pit K. IW3 1-0mmy hall (Cnalnp Kesioence) Top chord 2x4 SP #3 Bot chord 2x4 SP p3 Webs 2x4 SP p3 Bottom chord checked for 10.00 psf non-concurrenL live load. Deflection meets L/180 live and L/120 total load. 4X4= 125 mph wind, 18.27 ft mean hgt, ASCE 7-05. PART.—ENC. bldg, not located within 4.50 ft from roof edge, CAT II. EXP B. wind TC DL-4.2 psf, wind 8C DL-5.0 psf. Iw-1.00 GCpi(-v/-)-0.55 Wind reactions based on MWFRS pressures. See DWG VAL1400109 for valley details. 3X4( 01) I, 4-10-8 _1- 4-10-8 J 9- 9-0 Over Continuous Support J R= 75 PLF U-34 PLF W-9-9-0 RL= 6/-6 PLF Design Crit: FBC2007Res/TPI-2002(STO) PLT TYP. Wave FT RT=20% O% 10 0 10.01.0 NAHNING" ItIAO AIII) IIN. ON N AllOIrS011 11115 SII111! .•••' INPOAIANI•' re.a<II I.11 ol<IG. le All I. ..... CIP.{ I.r(eole0 1.<IAllreq. S..v CENSF., Iru, sc, Tennlrt <•....e rrc Iq I•e.IUUn9. Mnellnq. snlpplaq. In,t•IIln9 *ad eracleq Mery to aad r eller lne 1•V,1 eelUen e(eftl leglldlnq Co.Poneat $al elr Int er .•tl on, er lel •ne 'ICA) for safety P1•ctice, P...or to perinr.lne tnr,e 1.1ncllon, In,lnller, ,n•ll orevler tesner•ry nr•c1.9 per ee51. %10. 2283 unle,. netee eu.<. vlsr, tau more .n•n nave oreoe. IV •rt,cnee arorw. nl ,nranln9 .ne eeu9. <nora mall Iw ee . erooel lr •tt•cnee r1914 celllnq. lout bn ,neon for orr.•nent lateral re,tr•Int et .ees 1 nall MVC Prarin9 Iml•Ilea per eC,l ,c<tlen, el e/ e1 A10. •, aPPlluY la. ll ALPINE nv e9nelna ee.nenea. erase Inc. tnvecel net <.n9,.,Iele for .nr a<.Luen rye. tn1, aeagn. ,0?• $lilt F Z any r•I b.e to 0ulle lnr troy+ In cent er.•n<e vlln A.TI/IPI 1. Or fey nanelln9. ,nlDelnq, Inst•ll•tlen . nr+c1.9 er t1. 6.. Apply plan, to ucn I•ce et truss one OOSJ tIon ., snern •toe and On tn! .blot Ow•'•. Oel•11,, vole„ noire olner vl,e. .eler to erarlags 16OA-7 to. ,tAne+le Plate Pesltlens. A s,•1 oa tnls ^.Q R .••• e ra,. InO er corrr p+qr II,11n9 lnls erarin9 Inelu te, acceel•nrr el erotC,U en•1 rn9lneerlgq l./O G i1WBuilding Components GmupInc, rc.00nslenny wlely Ier tn• ae,19n ,noun lnr .nu•nnnr .na u • of tnl. ne,lgn ror any ,truunrc 1, {1 • the rr, ponslnlllty at the eellelnq IIr,19"" ec1 AecI/lei I "C.7. `rot • are Inlor.•ll en ,C< Ia., Jov' IlainesCily.Fl. 33844 gcnp•1 note, P+qe: IIY eCG. -Inlets too. lel vw tol.,l e,q: NIC.. w.. ,bcI.d9 try c Sep 13 ' 10 FLCOA#0278 Ix. ant. icc,ale.e.9 16-10-15 OTY:1 FL/-/ 3/-/-/R/- TC LL 20. 0 PSF TIC OL 7. 0 PSF BC OL 10. 0 PSF BC LL 0. 0 PSF TOT.LD. 37. 0 PSF DUR.FAC. 1. 25 SPACING 24.011 Scale=.5"/Ft. REF R6666- 14196 DATE 09/13/ 10 DRW IICUSR6666 10256019 HC-ENG JB/ WPF SEON- 844516 FROM JON JREF- 1U566666ZO1 I KIJ UN(1 VKtPAKtU YKUM LUMPUItK INVUI (LUAU) 6 UIMtNJIUNJ) JUbMIIItU UY IKUJJ MhK. 1b451-JIMMY Mall ((,namp Keslaence) - vy Top chord 2x4 SP #3 Bot chord 2x4 SP Q3 Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/180 live and L/120 total load. 4X4= 6 125 mph wind, 18.77 ft mean hgt, ASCE 7-05, PART._ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(I/-)=0.55 Wind reactions based on MWFRS pressures. See DWG VAL1400109 for valley details. 6 17-10-15 3X4(D1) = 2X4III 3X4(D1) 2-10-8 _1_ 2-10-8 5-9-0 Over Continuous Support 11-75 PLF U-31 PLF W-5-9-0 RL=5/-5 PLF PLT TYP. Wave 7 ALP ITW Building Components Group Inc. I laines City. FI, 33844 I7 L COA #0 278 Design Crit: FBC2007Res/TPI-2002(STD) FT RT=20%(O%)/10(0) 10.01.00. KARNIIIG" RLAN AND IOLION All N01L5 ON IIIIS VIEW _1 INPORIAIII" IIIRNISII IIIIS OE SIfa 10 A11 SON IRACIORS IIIC11101NG thSIAIILRS P Irnaae ,egnlre r.i•e.e c• n In lnbr lcn ling, I„nAllnq, sl,lnlrl •,q. Inatnlli„q .no hr ,ring 0..... to non l ollor the letcat eAltlon e1. 0.fa1 (Ru1lAlnq Co.Ponent SnletY Inl or.+tl on. by IPI nnA NIfA) for s•l.ly n•+r tires nrinr to PC•ln..ln0 these Irr,ctlnr,a. Inalnlle•s a1,,11 P•oviAe le.Pn, +ry M1r,cln9 oer " unless notee ou•er rlsn. Inn aw,A sn.n hove wnvo. ly .u,cnen air uc tur.l sht. u,nw .nd baits. cno•n aM1+11 n n nr oPerlY .Ilnenen •Igle ctlllr,n LnC,llonl al,orn ley Ver ..ner,t lei e•nl reslr•Inl OI robs ah.11 h.vt br•cing Inai nllon Pr, NCli aentlm, 0.3. 0./ nr 0.10 •. •nIJ iuhlc. IIY RnllAlnq Co.Por,tnls f.1o11h Inc. (IINRI'G) ahntl not nt rt sirnnalbl! for •ny Acvl,tien Iron this ncsign, •• nY l,Ilurn In Unlln the lr uss In cool or .nncr rIL. Z.,". 1 or for M1nnnllnq, sIJ UPIng, InsUll.tlon A br,clno of lr oases. Annlv nN Va Lo en<n 1•<e el trnsa •nA no,ILio. .. shorn nbo• and on the Joint Oel•11{. nnlwa nelcA ntl,errlse. Rnfer In Ar .rings IGOA•r for at,nn•,d plat positions, A ag,1 on thla _ Ar.rinq or cove• nngc Ilslluq this nr.r lnq. InAlcntes nfttnl+ore nl nr olcsaloP,I englnecrinq ``- espwolblllty solely for the ACslgn shorn Inn wrll ebllily .^A u r o/ tM1la Atalgn lnr •nY sir ur turn Is i the r Pnnalblllty of the 0.0146n9 0-1q,1e1 Per ANSI/IPI 1 Sec T sin' . e Ir,l or.nllor, s Iola Job s gent,.. notes I,— 1111 aff. wr Itrbr e... Inl rrr tnlnaL.org N1CA' rrr abclnnuatrY coo. SepIf,C r ircanlc.orq OTY:1 No.2 , STATE OF ?•a e FL/-/3/-/-/R/'- TC LL 20.0 PSF TIC OL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF OUR.FAC. '1.25 SPACING 24.0" Scale=.5rr/Ft. REF R6666- 14197 DATE 09/13/10 DRW IICUSR6666 10256020 HC-ENG JB/WPF SEON- 844518 FROM JON JREF- 1U566666ZO1 VALLEY DETAIL 140MPH TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2N, 2x4 SPF #2 WEBS 2X4 SP #3 ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH• 560# CONNECTION OR WITH (2) SIMPSON H5 CONNECTORS OR EQUIVALENT. LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 14-0-0 NOTE: BOTTOM CHORD MAY BE SQUARE CUT OR PITCHED CUT CUT FROM 2x6 OR LARGER AS REQ'D 4-0-0 SPAN W4x4 W2x4 ! Wtx3 W2xh 6-0-0 SPAN V SQUARE CUT VALLEY BC PITCHED CUT VALLEY BC 4 W2x4 WIx3 OPTIONAL STUB whx4 END DETAIL lx3 4-0-0 MAXwlx3 VERTICAL EIS SPACNG I WIx3 Wlx3 _ W5x4/S 16-0-0 SPAN Wlx3 W 2 x 4 X) 2x6 SP/DFL #2 OF BETTER SLEEPER. ATTACH THROUGH SHEATHING TO, TRUSSES BENEATH WITH (3) 16d (0.162"x3 1/2") COMMON OR (4) GUN NAILS (0 128"0") Y) ATTACH BOTTOM CHORD OF VALLEY GABLE TO SLEEPER WITH l6d COMMON (0.162"0 1/2") NAILS @ 6" O.C. OR GUN NAILS @ 4'* O.C. Z) VALLEY GABLE TRUSS. FOR ENCLOSED BUILDING REFER TO A14030050109 ASCE 7-05) OR A14030020109 (ASCE 7-02), FOR PART ENCLOSED BUILDING REFER TO A140GC0109 FOR GABLE END DETAILS IN LIEU OF lx4 "T" BRACING, lx4 #3 HEM —FIR (OR BETTER) CONTINUOUS LATERAL BRACING MAY BE USED. ATTACH WITH (2) 8d BOX (0.113"x2 1/2") OR (2) OA28"x3" GUN NAILS. BRACING MATERIAL TO BE ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT. FOR VERTICALS OVER 7'-9" TALL, APPLY (1) Ix4 "T" BRACE TO NARROW FACE, SAME GRADE AS WEB MEMBER, ATTACH WITH 8d BOX 0113"x2 1/2") OR 0128"0" GUN NAILS @ 6" O.C., STAGGERED TRUSS TOP CHORDS UNDER VALLEY SET MUST HAVE SHEATHING ATTACHED TO THEM WITH NAILS SPACED PER CODE REQUIREMENTS, OR PROPERLY ATTACHED VALLEY TRUSSES MAY BE USED IN LIEU OF SHEATHING OR PURLINS, SEE NOTE (a') l40 MPH WIND, 30 FT MEAN HGT, ASCE 7-05 PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF, Kzl = 1 00 140 MPH WIND, 30 FT MEAN HGT, ASCE 7-02 PART, ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT It, EXP C, WIND TCDL=5.0 PSF, WIND BCDL=S 0 PSF, Kzl = 1.00 OPTIONAL HIP JOINT DETAIL 20-0-0 SPAN SUPPORTING TRUSSES AT 24" 0 C. MAXIMUM SPACING T M WARNING" READ AND FOUAw ALL NOTES ON TIIIS SIIEEr Trusses require extreme care in fabricating, handling, shipping. installing and bracing Refer to and (all.• SCSI (Buildmg Component Safel) Information. by TPI end WTCA) for safely practices prior to 'performing these funetians Imtallen shall provide temporary bracing per OCSI Unlesa noted otherwise, top chord shell have properly attached structural panels and bottom chord shell have a properly attached rigid ceding locations shown for permanent lateral reatr.mt of web. shell have bracing installed per SCSI sections BO A 07 See this job'. general notes page for more information TC LL 20 OR 30 PSF TC DL 20 OR 15 PSF BC DL l0 OR l0 PSF REF VALLEY DETAIL DATE 1/1/09 DRWC VAL1400109 Building Components Group lne Eatth City, MO BSOgS IMPORTANT•• FURNISH COPY OF THIS DESIGN TO INSTAUATION CONTRACTOR ITW Building Component. Group Inc (IT4BCG) shall not be responsible far any deviation from this design. any failure to build the lruvs in conformance with TPI. or fobnJr e.ting. handling, shipping. installing bra Ong of trusses ITWBCG connector plate, are made of 20/15/18GA (w,ll/S/K) ASTM A655 gr.de 37/40/60 K/ w/II.S) galy steal Apply plate• to each face of truss. positioned as shown above and on Joint Details A seal on this drawing or cover page Indicate. acceptance end profesmonal engineering respomsibllily solely for the truss component deatgn shown. The Thesuitability and use of this component for any budding Is the respon. ibgily of the Building Designer per ANST/TPI 1 Sec 2 ITw— BCG www itwbeg cam. TPI wwwAptnst com WTCA www sbetnduslry com ICC. www lecasfe org CEAI$.•.! ji Ci aQ Zl.R7V S . a 7f ZTATF OF ! a BC LL 0 0 0 PSI', TOT LD 50 OR 55 PSF UR FAG. 125 PACING 24 C-1 OFFICE PERMIT #.waa.FORM 1100A-08 FLORIDA ENERGYEFFICIENCYCODEFOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Sammy Champavannarath Builder Name: Hall Construction Street: 101 Prince Pl. Permit Office: S'4 &.Fv-to( /C t'- City, Stale, Zip: Sanford , FL , 32771 Permit Number: /U • °•2 Z Owner: Sammy Champavannarath Jurisdiction: p 9ir 0 Design Location: FL, Orlando 1. New construction or existing Addition 9. Wall Types (571.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 571.75 ft' b. N/A R= ft° 3. Number of units, if multiple family 1 c. N/A R=' ft= 4. Number of Bedrooms(Bedrms In Addition) 1(0) d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (666.0 sqft.) Insulation Area 6. Conditioned floor area (W) 666 a. Under Attic (Vented) R=30.0 666.00 ft° b. N/A R= ft' 7. Windows(30.0 sqft.) Description Area c. N/A R= ftJ a. U-Factor: Dbl, U= 0.57 30.00 ft' SHGC: SHGC=0.33 11. Ducts - b. U-Factor: N/A ft' a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 65 ft' SHGC: 12. Cooling systems - c. U-Factor: N/A ft' a. Central Unit Cap: 8.6 kBtu/hr SHGC: SEER: 14 d. U- Factor: N/A ft' 13. Heating systems- SHGC: a. Electric Heat Pump Cap: 9.2 kBtu/hr e. U-Factor: N/A ' fl HSPF:7.8 SHGC: 14. Hot water systems - 8. Floor Types (666.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 666.00 ft' EF: 0.9 b. N/ A R= ft' b. Conservation features c. N/A R= ft' None 15. Credits Pstat Glass/Floor Area: 0.045 Total As -Built Modified Loads: 10.77 PASS Total Baseline Loads: 12.871herebycertifythatthe plans and specifications covered by Review of the plans and 41HE S74' this calculation are in compliance with the Flo 'dated By: specifications covered by this FOB Code. Ace Air Conditioning Jimmy Evans calculation indicates compliance with the Florida Energy Code. Nit ` "' '. 3„ O PREPARED BY: HVAC/Mechanical Li L r6liore construction is completedDATE: CAC1 3533- this building will be inspected for V compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COp WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 9/14/2010 4:32 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: Sammy Champavannarath Bedrooms: 1 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 666 Lot # Owner: Sammy Champavannarath Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Hall Construction Rotate Angle: 0 Street: 101 Prince Pl. Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32771 New/Existing: Addition Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL AR 2 41 91 75 70 526 44 Medium FLOORS Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 95 ft 0 666 ft' 0 0 1 ROOF Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or Shed Composition shingles 702 ft' 110 ft' Medium 0.9 N 0 18.4 deg ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 666 ft' N N CEILING Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 666 ft' 0.1 Wood WALLS Cavity Sheathing Framing Solar Omt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 24 ft' 0 0 0.8 2 E Exterior Concrete Block - Int Insul 4.1 40 ft' 0 0 0.8 3 E Exterior Concrete Block - Int Insul 4.1 80.25 ft' 0 0 0.8 4 S Exterior Concrete Block - Int Insul 4.1 216 ft' 0 0 0.8 5 W Exterior Concrete Block - Int Insul 4.1 211.5 ft' 0 0 0.8 9/14/2010 4:32 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS Omt Door Type Storms U-Value Area 1 E Insulated None 0.6 24 ft' WINDOWS Orientation shown is the entered, asBuilt orientation. V # Omt Frame Panes NFRC U-Factor SHGC Storms Overhang Area Depth Separation Int Shade Screening 1 2 S Metal Low-E Double Yes 0.57 0.33 N W Metal Low-E Double Yes 0.57 0.33 N 15 ft2 0 ft0 in 0 ft0 in HERS 2006 15 ft° 0 ft0 in 0 ft0 in HERS 2006 None None INFILTRATION & VENTING V Method SLA CFM 50 ACH 50 ELA EgLA Forced Ventilation -- Run Time Supply CFM Exhaust CFM Fraction Fan Watts Default 0. 00050 873 9.84 48.0 90.2 0 cfm 0 cfrn 0 0 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 17 kBtu/hr 510 cfm 0.8 sys#1 HEATING SYSTEM System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 7.8 18 kBtu/hr sys#1 HOT WATER SYSTEM System Type EF Cap Use SetPnt Conservation 1 Electric 0.9 40 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply — Location R- Value Area Return — Location Area Leakage Type Air Percent Handler CFM 25 Leakage ON RLF 1 Attic 6 65 ft' Interior 3 ft' Default Leakage Interior (Default) (Default) % 9/14/2010 4: 32 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [X] Jan X) Feb X] Mar Apr May X] Jun X] Jul X] Aug X] Sep Oct X] NovIXX]Dec Heating X Jan X Feb X Mar IXX1 Apr X MayIXX] X Jun X Jul X Aug X Sep IX] Xl] Oct Nov Dec Venting X Jan X Feb X Mar X Apr May X Jun X Jul X Aug X Sep X Oct X]) X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/14/2010 4:32 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 101 Prince PI. PERMIT #: Sanford, FL, 32771 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/sqA. window area; .5 cfm/sqA. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.B.1.1 sides. Common ceiling & floors R-11. 9/14/2010 4:32 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 84 The lower the EnergyPerformance Index, the more efficient the home. 101 Prince PI., Sanford, FL, 32771 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 571.75 ft' b. N/A R= ft' c. 3. Number of units, if multiple family 1 N/A R= ft° 4. Number of Bedrooms 1 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area W) 666 a. Under Attic (Vented) R=30.0 666.00 ft° b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a. U-Factor: Dbl, U=0.57 30.00 ft° SHGC: SHGC=0.33 11. Ducts - b. U-Factor: N/A ft' a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 65 ft° SHGC: 12. Cooling systems - c. U-Factor: N/A ft' a. Central Unit Cap: 8.6 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ft' 13. Heating systems - SHGC: a. Electric Heat Pump Cap: 9.2 kBtu/hr e. U-Factor: N/A ft° HSPF:7.8 SHGC: 14. Hot water systems - 8. Floor Types Insulation Area a. Electric Cap: 40 galgallonsgala. Slab -On -Grade Edge Insulation R=0.0 666.00 ft' EF:0. b. N/A R= ft' b. Conservation features c. N/A R= ft= None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: SHE sr.4 Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 r BuildingAnalysis Job: Sammy Champavannar... i Date: 7-5-10owEntireHouseBy: Jimmy Evans Ace Air Conditioning Inc. 2985 Enterprise Rd., Debary, FL 32713 Phone, (386)668-8651 Fax: (386)668-7758 Email. info@aceac.com Web: www.amc.com Project For: Sammy Champavannarath 101 Prince PI., Sanford, FL 32771 Location: Indoor: Heating Cooling Orlando, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 33 18 Latitude: 280N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 29.0 43.6 Dry bulb (OF) 37 93 Infiltration: Daily range ff) - 17 (M) Method Simplified Wet bulb (° ) - 76 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft2 Btuh of load Walls 4.2 2175 22.3 Glazing 18.8 564 5.8 Doors 19.8 475 4.9 Ceilings 1.1 439 4.5 Floors 8.9 3699 38.0 Infiltration 1.6 921 9.5 Ducts 1468 15.1 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 9741 100.0 Cooling Component Btuh/ft2 Btuh of load Walls 2.5 1318 15.9 Glazing 36.3 1088 13.1 Doors 18.7 449 5.4 Ceilings 1.8 728 8.8 Floors 0 0 0 Infiltration 0.5 270 3.3 Ducts 1979 23.9 Ventilation 0 0 Internal gains 2460 29.7 Blower 0 0 Adjustments 0 Total 1 1 8292 100.0 Latent Cooling Load = 1102 Btuh Overall U-value = 0.159 Btuh/ft2-°F Data entries checked. C -41- wotP r1whtsCRight -Suite® Universal 7.1.23 RS000268 2010-Sep-14 16:35:51 AC. c..P.... Load CalalationskHall ConstructionZammy Champavannarath.rup Calc = MJ6 Orientation = N Page 1 Component Constructions Job: Sammy Champavannar... P Date: 7-5-10AM&? Entire House By: Jimmy Evans 4 i 1a Ace Air Conditioning Inc. 2985 Enterprise Rd., Debary. FL 32713 Phone: (386)668-8651 Fax. (386)668-7758 Email: info®aceac.com Web: www aceac Corn For: Sammy Champavannarath 101 Prince PI., Sanford, FL 32771 Location: Indoor: Heating Cooling Orlando, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (°F) 33 18 Latitude: 28°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 29.0 43.6 Dry bulb (°F) 37 93 Infiltration: Daily range (7) - 17 (M) Method Simplified Wet bulb (°F) - 76 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain 11' BtuhM'•'F 111-T/Stuh B101111 Bluh BWhM* Btuh Walls 13A-4ocs: Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum n 24 0.143 4.0 4.72 113 2.86 69 board int fnsh a 40 0.143 4.0 4.72 189 2.86 114 all 64 0,143 4.0 4.72 302 2.86 183 13A-5ocs: Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum a 57 0,125 5.0 4.13 233 2.50 141 board int fnsh s 201 0.125 5.0 4.13 829 2.50 503 w 197 0.125 5.0 4.13 811 2.50 491 all 454 0.125 5.0 4.13 1873 2.50 1135 Partitions none) Windows 4A5-2om: 2 glazing, clr low-e outr, air gas, mb no brk frm mat, cir s 15 0.570 0 18.8 282 18.7 281 innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.33) w 15 0.570 0 18.8 282 42.0 629 all 30 0.570 0 18.8 564 30.3 910 Doors 11JO: Door, mti fbrgl type a 24 0.600 6.3 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 416 0.032 30.0 1/2" gypsum board int fnsh Floors 22A-tpm: Bg floor, heavy dry or light damp soil, tile flr fnsh 95 1.180 0 19.8 475 18.7 449 1.06 439 1.75 728 38.9 3699 0 0 Q- wrlghttsoft- Right -Suite® Universal 7.1 23 RS000268 2010-Sep-14 16.35:51 ACCA ... Load CalculationMall Construction\Sammy Champavannarath.rup Calc = M.18 Orientation = N Page 1 Project Summary Entire House Ace Air Conditioning Inc. 2985 Enterprise Rd, Debary. FL 32713 Phone: (386)668-8651 Fax: (386)668-7758 Email: info@aceac.com Web. www.aceac corn For: Sammy Champavannarath 101 Prince PI., Sanford, FL 32771 Notes: Job: Sammy Champavannar... Date: 7-5-10 By: Jimmy Evans Weather: Orlando, FL, US Winter Design Conditions Summer Design Conditions Outside db 37 °F Outside db 93 F Inside db 70 °F Inside db 75 F Design TD 33 °F Design TD 18 F Daily range M Relative humidity Moisture difference 50 44 gr/lb Heating Summary Structure 8274 Btuh Ducts 1468 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 9741 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heating Cooling Area (ft2) 416 416 Volume (W) 3727 3727 Air changes/hour 0.41 0.22 Equiv. AVF (cfm) 25 14 Heating Equipment Summary Make Carrier Trade BASE 13 PURON HP Model 25H BC318(A, W)"30 ARI ref no. 3698295 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 7.8 HSPF 17200 BFuh @ 47°F 573 cfm 0.059 cfm/Btuh 0.50 in H2O Sensible Cooling Equipment Load Sizing Structure 6313 Btuh Ducts 1979 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Equipment sensible load 8126 Btuh Latent Cooling Equipment Load Sizing Structure 804 Btuh Ducts 298 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 1102 Btuh Equipment total load 9227 Btuh Req. total capacity at 0.80 SHR 0.8 ton Cooling Equipment Summary Make Carrier Trade BASE 13 PURON HP Cond 25HBC318(A,W)"30 Coil FX4CNF018 ARI ref no. 3698295 Efficiency 11.5 EER, 14 SEER Sensible cooling 13760 Btuh Latent cooling 3440 Btuh Total cooling 17200 Btuh Actual air flow 573 cfm Air flow factor 0.069 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.88 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. C - - wriightsoft- Right -Suite® Universal 7.1.23 RS000268 2010-Sep-14 16:35:51 IC Load CalculationstHall ConstructioMSammy Champavannarath.rup Calc = MJ8 Orientation = N Page 1 1.5 Ton Job M Sammy Champavannarath Performed by Jimmy Evans for: Sammy Champavannarath 101 Prince Pl. Sanford, FL 32771 Ace Air Conditioning Inc. 2985 Enterprise Rd. Debary, FL 32713 Phone: (386)668-8651 Fax: (386)668-7758 www.aceac.com info@aceac.com Scale: 1 : 49 Page 1 Right -Suite® Universal 7.1.23 RS000268 2010-Sep-14 16:35:58 uction\Sammy Champavannarath.r... Duct System Summary Job: Sammy Champavannar... Date: 7-5-10 Entire House By: Jimmy Evans Ace Air Conditioning Inc. 2985 Enterprise Rd., Debary, FL 32713 Phone: (386)668-8651 Fax: (386)668-7758 Email: info®aceac.com Web: www.aceac.com For: Sammy Champavannarath 101 Prince PI., Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.18 in H2O 0.32 in H2O 0.23 / 0.09 in H2O 0.148 in/100ft 573 cfm 216 ft Cooling 0.50 in H2O 0.18 in H2O 0.32 in H2O 0.23 / 0.09 in H2O 0.148 in/100ft 573 cfm Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name Btuh) cfm) cfm) FIR in) in) Mail Ln (ft) Ln (ft) Trunk Workout Room c 2765 191 191 0.164 8.0 Ox 0 VIFx 14.2 125.0 stl Workout Room -A c 3247 191 191 0.148 8.0 Ox 0 VIFx 23.8 130.0 stl Workout Room-B c 32471 191 191 1 0.164 8.01 Ox 0 VIFx 14.2 125.0 stl Name Trunk Type Htg cfm) Clg cfm) Design FIR Veloc fpm) Diam in) H x W in) Duct Material Trunk stl Peak AVF 573 573 0.148 730 12.0 0 x 0 VinlFlx Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mail Trunk rbl Ox0 573 573 62.0 0.148 730 12.0 Ox 0 VIFx Boldllalic values have been manually overridden I+ wrighttsc ft• RighlSuite® Universal 7.1.23 RS000268 AC-C% ... Load CalculationsWall Construction>Sammy Champavannarath rup Calc = W8 Orientation = N 2010Sep-14 16:35:51 Page 1 ky NOTES: 0 Ns9•S o op PA i w ',•'.q. c , l 1 S!. $' wit. ., s e_ e•" 3 c ' 1 37oRy o F p o , RES1OE.GL All o V E[i6. IIrr.* o r tt•- Ao.91rtoN erii so ry 1 reAFPA'd NE l aT D! F.I.R. = Found 5/8" Iron Rod No Identification This Survey is invalid without raised seal of Registered Land Surveyor. This Survey NOT covered by Professional Liability Insurance. So ' vl"k a H Tctr'NiVoNE 2 RRfi r I pERrivvs A RFA RsSi,oE vtE 2 2 Rio. psg Fr A G PAP 9.0 . P 'R - 4/ /4 y t E,vr•fy wecA 2 79.a ., AvV;r/ S90,6 F. Tor.4 /_ r 3Z.3 1. asp fi CITY OF SANFOR;1 • BUILDIMS PLAN REVIEW PLANNING ANC OEVELOPMENT SERVICES APPROVED 41a. llvt il DATE Ct ..% 7- 16 f4c Description: Lot 100 in Mayfair Oaks subdivision as recorded in Plat Book 50 Pages 38 thru 41 of the Public Records of Seminole County, Florida Certified To: Sammy & Phouvone Champavannarath 101 Prince Place Sanford, Florida 32771 and Mr. Jimmie Hall ----- Contractor 266 Adelaide Street De Bary, Florida 32713 Lewis J. Henderson 352-742-0734 FLA. Registered Land Surveyor No. 1809 995 Mansfield Road Tavares, Florida 32778 September 23, 2010 OFFICE ERMIT Florida Building Code Online PERMIT Page] of2 tr O. r U rya BPS Home 1 Log In I User Registration 1 Hot Top.cs I Submit Surcharge Slats ! Facts 1 PgbIlcabons I FSC Stall BCIS Site Map Units Search I Product Approval USER: public User Product Approval Menu > Product or Apohcation Search > BQyllcation List > Application History > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method FL10674-RI Revision 2007 Approved Owens Corning One Owens Corning Parkway Toledo, OH 43659 419)248-7060 darrel.higgs@owenscorning.com Darrel Higgs darrel.hlggs@owenscorning.com Roofing Asphalt Shingles Certification Mark or Listing Underwriters Laboratories Inc. Robert J. M. Nleminen, PE Validation Checklist - Hardcopy Received Standard ASTM D3161, Class F ASTM D3462 ASTM D6381, Class H ASTM D7158, Class H TAS 107 UL 2390, Class H Method 1 Option A Year 2003 2004 2003 2005 1995 2004 http://www. floridabuilding.org= /prlpr_app_dtl.aspx?paramwGE VXQwtDgtBNbEY5 V %2 9/30/2010 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 10/30/2008 11/04/2008 11/09/2008 12/10/2008 06/15/2009 Summary of Products FL Model, Number or Name Description 10674.1 Owens Corning Asphalt Roofing 3-tab, laminated, starter shingle roll, and Hip and Ridge Shin les Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL10674 R1 C CAC AH3 letter 10-06-08 Ted Berman.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A uality Assurance Contract Expiration Date Design Pressure: N/A 0/01/2010rFL10674Other: Refer to UL letter nstallation Instructions R1 II AH3 letter 10-06-08 Ted Berman.odf Verified By: Underwriters Laboratories Inc. Created by Independent Third Party: Evaluation Reports CreatEg_by Independent Third Party: Back Neat Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, ROW 32399-2JO0 850) 487.1824, Fax (850) 414-8436 2000-2010 The State of Florida. All rights reserved. Product Approval Accepts: E- wcurit v,s i r rui , v.IrsranrrY11.4 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V %2... 9/30/2010 U` Underwriters Laboratories Inc.o October 6, 2008 Mr. Ted Berman P.E. Senior Project Manager A&A Arnold & Associates, Inc. 1711 W 38th Place, Unit 1207 Hialeah, FL 33012-7077 Subject: Owens Corning Dear Mr. Mr. Berman: Northbrook Dhdslon 333 PBngsten Road Northbrook, IL 60062-2096 USA www.ul.com tel: 1 847 272 8800 lax: 1 847 272 8129 Customer service: 1 877 854 3577 This is to confirm that, Oakridge® PRO 30TM with Surenail, Oakridge® PRO 30TM AR with Surenail, Oakridge® PRO 40TM with Surenail, Oakridge® PRO 40TM AR with Surenail, Oakridge® PRO 50TM with Surenail, and Oakridge® PRO 50TM AR with Surenail, Duration , Duration Premium, Classic® or Classic® AR, Supreme® or Supreme® AR, Prominence® or Prominence® AR, Oakridge® (Oakridge® PRO 30TM) or Oakridge® (Oakridge® PRO 30TM AR), OakridgeO PRO 40TM or Oakridge® PRO 40TM AR, Oakridge® PRO 50TM or Oakridge® PRO 50TM AR, Berkshire, WeatherGuard HP, Hip & Ridge with sealant, High Ridge, WeatherGuard HP and Berkshire Hip and Ridge shingles are Listed in accordance with ANSI/UL790-04, Class A (ASTM E 108, Class A), ASTM D3462-04, ASTM D3161-03b Class F, ASTM D7158-05 and/or UL2390-041, ASTM D 6381-03 Class H and Dade County Protocol TAS 107-95. Hip and Ridge type shingles secured with 4 nails, Berkshire secured with 5 nails, WeatherGuard HP secured with 6 nails and all other shingles secured with 4 nails. All the products have been tested and meet the criteria for these standards and are covered by UL's Follow -Up Service Program for File R2453. If you should have any questions, please feel free to contact the writer. Very truly yours, Martin K. Rowan (Ext. 42349) Senior Project Engineer Fire Protection Division An independent organization working for a Safer world wrin integrity, precision and knowledge. It :J xa TGDY. R 19380 Prepared Roofing Accessories Prepared Roofing Accessories See General Information for Prepared Roofing Accessories OWENS CORNING 1 OWENS CORNING PKY TOLEDO, OH 43659 USA R19380 Asphalt underlayment accessories, "WeatherLock@G", "WeatherLock Cold Climate", "WeatherLock@Mat", "WeatherLock@P", "WeatherLock@PM", "Starter Shingle", self -adhered or nail down for use in the installation of Class A asphalt glass fiber mat shingles and Class C asphalt organic felt shingles. WeatherLock@Metal" self -adhering modified bitumen membrane for use in the installation of Class C metal shingles. WeatherLock FLEX", self -adhering modified bitumen membrane, for use in the installation of Class A asphalt glass fiber mat shingles and Class C asphalt organic felt shingles. Fiberglas Reinforced Felt". An asphalt saturated organic felt for use In the Installation of this manufacturer's Class A asphalt glass fiber mat shingles and Class C asphalt organic felt shingles. "Fiberglas Reinforced Felt" can also have the adjunct statement - Also Classified in accordance with ASTM D6757. Last Updated on 2008-07-29 Ouestions? Notice of Disclaimer page Top The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2008 Underwriters Laboratories Inc.@" An independent organization working for a safer worlo with integrity, pre:rsion and knoYrledge. M-j,;40 Florida Building Code Online Pagel of 3 Community Affairs R SCiS Home I Log In I user Registration I Hot Topics I Submit Surcharge I Stats S Facts I publications I FBC Stall I SCIS Site Map I links I Search I O Itl Product Approval FERMIT # /0USER: public user goduct or Aoolicatlon Search > Application Us t > Application Detail FL # FL8411-R1 Application Type Affirmation Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Florida Extruders International, Inc. Address/Phone/Email 2540 Jewett Lane Sanford, FL 32771 407)323-3300 Ext334 jhoke@floridaextruders.com Authorized Signature Robert Amoruso ramoruso.pe@floridaextruders.com Technical Representative Robert J. Amoruso Address/Phone/Email 2540 Jewett Lane Snaford, FL 32828 407) 323-3300 ramoruso.pe @floridaextruders.com Quality Assurance Representative Kirby Osteen Address/Phone/Email 2540 Jewett Lane Sanford, FL 32771 407)323-3300 ramoruso.pe@floridaextruders.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 Equivalence of Product Standards Certified By Year 2005 2002 2002 I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgs8zVkUbhJgd6... 9/29/2010 Jr, 14 Florida Building Code Online Page 2 of 3 product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity C Yes 0 No 0 N/A Product Approval Method Method 1 Option A Date Submitted 05/19/2008 Date Validated 05/19/2008 Date Pending FBC Approval Date Approved 06/06/2008 Date Revised 07/07/2010 Summary of Products FL # Model, Number or Name Description 8411.1 Milestone Series 1000 Single Milestone Series 1000 Single Hung Aluminum Impact Hung Window Windows Std-Sill Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL8411 R1 C CAC 279-220CAR.pdf Approved for use outside HVHZ: Yes FL8411 R1 C CAC 279-423CAR.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +45/-45 Other: 1) H-LC45' 53x72 (KCI CAR 279-423, Air, Water Installation Instructions Structural at +/- 45 PSF DP and 279-220, Impact - FL8411 R1 11 SH FLEX20300 Impact InstallDwg.odf Verified By: Robert 3. Amoruso, PE FL PE No. 49752MissileLevelD, Wind Zone 3 at +/- 55 PSF DP) 2) Milestone Series 1000 Single Hung Aluminum Impact Created by Independent Third Party: Windows have not been evaluated for use In High Evaluation Reports Velocity Hurricane Zones (Broward and Dade Counties). Created by Independent Third Party: 3) Milestone Series 1000 Single Hung Aluminum Impact Windows have been evaluated for use In wind-borne debris regions as defined in the 2004 FBC/FRC. 8411.2 Milestone Series 1000 Single Milestone Series 1000 Single Hung Aluminum Impact Hung Window Windows HI -Sill Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL8411 RI C CAC 279-189CAR.pdf Approved for use outside HVHZ: Yes FL8411 RI C CAC 279-220CAR.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 Other: 1) H-LC50" 53x72 (KCI CAR 279-189, Air, Water Installation Instructions Structural at +/- 50 PSF DP and 279-220, Impact - FL8411 R1 II SH FLEX20300 Impact InstallDwg.pdf Verified By: Robert 3. Amoruso, PE FL PE No. 49752MissileLevelD, Wind Zone 3 at +/- 55 PSF DP) 2) Milestone Series 1000 Single Hung Aluminum Impact Created by Independent Third Party: Windows have not been evaluated for use in High Evaluation Reports Velocity Hurricane Zones (Broward and Dade Counties). Created by Independent Third Party: 3) Milestone Series 1000 Single Hung Aluminum Impact Windows have been evaluated for use In wind-borne debris r2gions as defined in the 2004 FBC/FRC. Back Ne:t Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399.2100 850) 487-1824, Fax (850) 414-8436 2000-2010 The State of Florida. All rights reserved. Product Approval Accepts: 0 W- Credit5CAr11E http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs8zVkUbhJgd6... 9/29/2010 General Notes Drawing for Milestone Series 1000, 2000 and 3000 Impact Resistant Aluminum Window and Patio Sliding Glass Door Installation Details These notes are provided to ensure proper Installation of Florida Extruders Milestone Impact Resistant Aluminum Fenestration Products and must be followed fully. This General Notes drawing shall be used in tandem with the product specific installation drawing. 1) SHIMMING: a. FLANGE FRAME WINDOWS - Shm as required at each bNbgatlon fastener with bad beanhg slum. The mammon allowable shin slack to be 1/4'. b. FIN FRAME WINDOWS - Stom as required at each InstaWLbn fastener with bad bearing shim. The modmum allowable shin flack to be 1/4'. Apply a bead of VuO;en 116 adhesive cult or approved egkW at the fastener location prior to Inserting the slim to adhere the slum to the substrate and/or widow &=a. Full bearkg between the shin, substrate and wallow home are required. c SLIDING CLASS DOORS - Shen as required at eadh uwtaaatbn fastener with bad beou shim. The ma,dmum allowable slum stock to be 1/4'. Load bearing shin at sell must be pressure treated wood or plastic and must be completely encapsulated In caugdng or set In wet concrete. 2) SEALING BETWEEN FENESTRATION PRODUCT AND SUBSTRATE & SGD SEAM SEALANT (see Disclaims Statement above) a. GENERAL -SEALANT TYPE (rot applicablewhen o stleetk bondor type is required) I. Sealant type shag be chosen based on the sealant men factur 's recenmerdation as R relates to materiaa to be sallied, environmental OXWO is and intended use. b. WINDOWS - FLANGE FRAME 1. Adlhepve Sal - REQUIRED 1. Use Tremco Vulkem 116 sbvchni adhesive sealant or approved equal between wb~ s integral mounting M and pre -cast concrete sill (or other sill construction) along hell length of s0 except. 2. Application of structural adhesive saalam must comply with sealant manufacturer's ntcim ore ators. a. Salami - RECOMMENDED (see Drsdaimer) I. Use salami band window Range at head and lambs. 2. Use salami for perimeter said sound muderlor of flange window mounting On and to seal heads of Installation fosters c WINDOWS- FIN FRAME L Adhesive Seal - NOT REQUIRED 0 Salami - RECOMMENDED (see Ofsdalmer) I. Use salam behind window flange at head, sip and )amtt& 2. Use sealant for perimeter seal around exteor of rage window m our" fin and to sal heeds of nstollatntn fasteners. d. SLIDING BASS DOORS I. Adhesive Seat - NOT REQUIRED 6. Medanncally Fastened Comers - REQUIRED 1. Sbdug ( lass Doors received n'Iwocked-Oovned' condom shag have jamb and SR comers said with a small plod seam sealant. fit Sealant - RECOMMENDED (see Disclaimer) 1. Use sealant behind door Range at head ! jambs and band hoot strip. 2. Uberaly epply salent uder slg orset sell m bed W wet amiaete. Seat between back corner of slit Hse and concrete. Seal all fastener holes prior to ihYaDng fastener and around had aRer installation. 3. Use salami for perimeter sal around exterior of door and between hook strip 6 buck for pocket doors and to seal heads of Installation fasteners 3) MATERIALS - a. Widow and sfiBnng glass door frame maevial Is Aluminum Alloy 6063 T6 or 6005 TS. b. Canciete Screws slap mat the minimum reWlrements of Note 7. c. Wood Screws shag meet the requirements of Note 8. d. Tapping (i. e., Sleet Metal) Screws when used in 1eu of Wood screws shag meet the require hehts of Note a. e. Not used I. Corrosive Resistance COethps for installation fasteners SW meet ON requirements of Note S. g. Coon to block oreonci a masonry units(CMU) shot meet the neguaemems of ASTM C90. h. Concrete stop meet the minimum regkdre is of the Fonda Building Code( didn m compresshee strength Of 2SW psi). 4) SMING: a. One ey (tx) wood buking: Apples to all non- structural bucks less than 1 1/2' Niclwss. Not intended to kmR to nominal one by wood buck ewy. One by wood budhbq shag be segued to the substrate (masco", mnaete er sbucural wood bucking or framing using fasteners suitable for the appacaDan' 1. If the product specific installation drawing dW prescribe fastening regWements for the bucking, they shall be fWlaved. 2. If the product specific InstaWtion drawing doesdpt presenbe fastening regWements for the bucVJ% fastening must only be suNklent to maintain position of the Welding during wallow Instigation. a. IriRaller, bulder or design professional of record may specify method to segue One By wood bucbeg to substrate to (aciNate window InSbgaion. b. Two by (21) wood bucking or framing: I. Apples to all structural wood Wcks and/or framing at the head, Jamb or SIB equal to and greater than I ur thickness. a They slug be securely fastened to transfer the load to the mas m, concrete or other structural substrate per 2001 FBC, Section 1707.4.4, ZOOM KC-&abmg, Section 1717.5.4 and 2004 FBC-Resdentlal, Section R613.6 and/or the engineer of record's detags as applicable. S) Ali installation fasteners must be made of corrosion resistant materWs or have a corrosion resistant coating applied sudable for the ewnehment and/or framing rratenal, where fasteners are used In oressure- oneslmWe treated wood. the wood Suppler shall be consulted for emrmhendation of fasteners compatible with the pressure -preservative treatment proom used. 6) All field supphed holes In the home (d required) will be as follows. a. 5/32' dlameW for at ore wood or topping stews. b. 3/16' in dlareter for ago 10 wood or topping screws and 311V diameter concrete screws 7) Concrete Screws ( For atacMent to masonry or Concrete substrate.) M a. Stoll be'Rar head unless othenwlse Indicated. b Stoll have a mmunum nominal diameter of 3/16' unless Otherwise noted. c. Ship have a mmmum emtedi em of I ik' into the Concrete, masonry or concrete block or mashmy knit (CMU) recelwg the pant tintless otherwise noted. d. Slag lave an allowable working bad in show,as noted on the 'Parts Usti' on the pmodud specific installation drawing. L Working load Is defined as the ultimate bad determined by test divided by 4 as determined and published by tie concrete screw's manufacturer. IL If the allowable shear bad exceeds the mha um, required number of fasteners shown on the instayton drawings CANNOT be decreased. R. If the allowable shear bad Is ka than the minimum, additional site eglr"hig analysis mehelli the buil® ng code and acceptable to the AAMWty Hsvin9 Jurisdiction (AIU) WILL 6E regaled. e. Concrete screws shot be of sufficient length so that the minimum embedcrem Into the ooeMng s ibstrae (me ib i recO*V the palm) b me. I. Minimum Edge Oh lance of concrete screw listenersshall be 2 Vm' mom the edge of to substrate fora 3/16'duemeter concrete screw a DISCLAIMER The purpose of this Installation drawing is to present the manufacturers recommendations for anchorage p.e., concrete screws, wood screws, tapping screws and structural adhesive sealant] to achieve the design pressure specified on the fenestration product as required by the 2001 Florida Building Code (FBC). Section 1707. 4.4, 2004 FBC-Building, Section 1714.5. 4 and the 2004 FBC-Residential, Section R613.6. Recommendations regarding flashing, sealing, sealants or other joint sealant practices does not constitute a warranty either expressed or implied. NOTE ON PE SEALING Original drawings with two sheets ( pages) are reproduced on one sheet front and back. When reproduced this way, they are sealed on the first (front) sheet only. In response to Robert Amoruso's inquiry to the Florida Board of Professional Engineers, the FBPE at their meeting on June 20.2002 responded that in such circumstances, it is acceptable for the sealing PE to only sign, date and seal the front sheet of the drawing when printed on the front and back. This was documented by letter to Robert Amoruso dated July 31. 2002 from the Office of the Attorney General, Slate of Florida. 0 n E a N le d% c F§ E 01 erya 1- 2 Z i aS E Dabs: 1/9/07 sok: PITS Drawn By: RJA Checked by: 1N Robert 1. Amontso, P.E. FL License No. 49752 O qQ.' f Pa ham100 DrawingNo. nFLEX20300 Sheet 1 of 2 General Notes Drawing for Milestone Series 1000, 2000 and 3000 Impact Resistant Aluminum Window and Patio Sliding Glass Door Installation Details 8) Wood Screws and Tapping (Sheet Meal) Strews (for iWallation of window or door frame in wood buck or wood framing substrate) a. Woad Screws 6 Tapping Screw shall be •Flar head when used with flange frame windows. b. Wood Screws 8 Tapping Screw shall be -Pan' head when used wiM On frame windows. C. Wood screws shall meet AP61 618.6.1 dimensional requirements. d. Tapping Screws shag meet ANSI B18.6.4 dimensional requirements e. Ole woe and embedment shall be as indkated on the Installation eawig. I. If wood tends to split, pre -bore hales as (allows (National Design Speak ri1 for Wood Construction). r. No. 6 wood strew - I/r diameter pilot hole. U. No. 10 wood screw - 9/64 dkmetel pilot hole. g. Wood Screws a Tapping screw shall be of sufficient Length so trot the minimum embedment Into the reserving substrate (member we" the point) Is meL h. Wood screws i Tapping screw shall not be used for fastening Into the end grain of wood. I. Wood Screw S Tapping Screw allowable lateral and withdrawal beds used to generate fastening requirements are based on a specific gravity of 0.42 for sxude-pine-Or (SPF) unless otherwise noted. 1. Wood Screws w/P4stic Inserts (Sl4i g Glass Door Sill Insatlabort ONLY) I. Factory appied Installation fastener holes In the sin not used for Concrete screw Installation shall be anchored with plastic anchor andf lO wood screws of sufficient length to provide min. 1 In. embedment Into the concrete or masonry. it. AAehars shall be of a type similar to those depicted below with allowable shear loads greater than or equal to 29710s ultimate and 74 Ibs worldrng (ultimate/4). Ruted gndgr Pastic Plug 9) Not used. CI Fenestration Assembly Oesion pressure Ralhms & FBC Code Compliance 10) The buyer shall order widows and patio dogs that will meet the prolect's specific requirements based on the budder's Information, Milestone, product specifiatioM The Florida Balding Code, and the codes or code amendments administered by bat building departrnei To scope compliance with the budding code, the baler must know the structural requirements with regards to positive and negative design pressures, water requirements, and egress. Documentation Provided by Florida Estndes for its Milestone brand fenestration products bnendes Certification repots and Installation details. 11) The Milestone Sena LOW, 2000 and 3000 Impact Resistant AtumInum Window and Patio Siding Gass Doors insa0ation instructions comply, with the following: a. 2001 FBC, Chapar 17 Sections 1707.4.4.1 for anda ng requirements, 1707.4.4.2 for masaay, concrete or other stnldural substrata and 1707.4.4.3 for wood or approved framing members. b. 2004 FOC-BuddnWMI g, Chapter17Ses1714.5.4.1 for anchoring requirements, 1714.5. 4.2 for masonry, concrete or other structural rural substratesant 1714.5.4.3 for wood or approved framing members. c. 2004 FOC-Residential, Chapter 6 Sections 11613.6.1 for andnorbg requiremetits, R613.6.2 for masonry, concrete or other structural substrata and R613 6.3 for wood or approved framing members. 12) Milesom Series 1000, 2000 and 3000 Impact Resistant Aluminum Windows and Path Sliding Glass Doors are tested and Labeled In accordance with the following. a, Design Premle (performance Rating) tested In accordance with the kilorMg. A permanent Label Is paced on the frame meeting the requirements of Oro following. 1. 2001 FOC Section 1707.4.2.1, a. 2004 FSC44dlding Section 1714.5.2.1, and 10. Z004 FBC-ResldenWl Section R6I3.3 1. b. Applied toads and Gating WMd Load Resistance In accordance with the following. 1. 2001 FlIC Section 2405.3. U. 2004 FBC-OulWirg SeMn 1744.5 2.16 240e.1, Ice. 2004 FBC-ResWentkd Section R613.2 a R613.3.1, and b. ASTM EI300. c. Impact resistance for opening protection tested In aocordannoe with the fog". I. 2001 FBC Section 1606.1.4, II. Z004 F8C-Bu00hg seNon I609.14, and 111. 2004 FOC-Residential Section R301.2.1.2. d. A non -permanent label is placed on each Light of tie window or doordeslgnatbg the Wipe and thickness of the glazing meet" the fequiremeits of the following. 1. 2001 FBC, Seaton 2403.1, II. 2004 FOC- Building, Section 2403.1, and Ill. 2004 FOC- Residential, section R708.1. 13) Overall performance Rating far fenestration assembly. a. The overall assembly Performance Rating 00 be based on the Iowa of following. 1. Tea report design pressure based on the lower of the structural, air Inf ltratlon and water penetration testing In the positive and negative directions and recorded on the permanent Label and/or test report. U. Grass bad resistance from ASTM E-13W recorded on the rompemanent label. b. Gass thickness may be greater than the test specimen per the requirements of ASTM E 1300 in meeting applied wind loading per floe 12.b above I. In accordance with AAMMWOMNCSA IOI/IS.21A440-05, Section 0.2.2116.2.2, the specifier shall specify a design pressure to allow the manufacturer to gtan the Product to meet and/or exceed the design Pressure requirements of the project or the svedfie wee specify a pass type and thiduess that meets and/or exoee0s the design pressure requirements of the project. a. The glass tsye and ducimess spewed by the sped(er will not be less than that used with the test spe. 14) The widows slaw rot be Instaaed In areas where the applied transverse wind bads exceed the allowable design pressure eased on 13.a above. IS) Umlatlas of the a. The windows sham be isalled in accordance with the MamfaCtrmers baalation Drawing$. b. Fastener Size, Type and spacing are determined by the type of consbvttlon per the Manufacturer's Installation Drawings. C The widows and Patio doors shall not be Installed In areas where the applied transverse wind loads exceed the allowable design pressure based on the following (see Note 13). 1. tat report design pressure and/or H. glass load rGUstanor determined from ASTM E-1300. d. MILESTONE Series 1000, 2000, and 3000 Impact Resistant Aluminum Widows and Patio Sliding Gass Doors have not been evaluated for use In High Velodty Hurricane Zones Broward and Dade Counties) as defined In the 2001 Florida Building Code, 2004 Florida Bul" Cade -Building and 2004 Florida BWldig Cade-RaWerwal and shall rat be used In the NVNZ. e. MILESTONE Series LOW, 2000, and 3000 Impact Resistant Aluminum Windows and Path Sadig (lass Coors have been evakiaiW for use In Wind -Borne Debris Regions as defined In the 2001 Florida Bul" Cade, 2004 Florida Build' g Code-BWlding and2004 Florida Bulding Cade -Residential that Ile outside the No Velocity Ntrlane Zola award and Cade oountles). Date: 1/9107 Sole: NTS Drawn Illy: RIA dnedied By: IN Drawing No. FLEX20300 Sheet 2 of 2 One By Wood Buck Others Note 4.a) Seal Between Window Flange 6 Wood Buck Note 2.a R 2.b.11) Stucco _ By Others Perimeter Seal By Others Note 2'a 6 2.b.10 Concrete Or Sent Between Masonry Opening Wood Buck & Mas'y. By Others Openlg By Others 8 (Note 2.a 6 2.b.10 1-1/4' Min. O a Embedment 1/4' Max. Shin Space F.H. Frame Height) Perimeter Sent By Others Note 2.a 6 2.b.ID a Shin As Req'd Note l.a) q tl FA W.W. s D / J / B W.H. F H A VIEWED FROM EXTERIOR E K B G ELEVATION B.V. Buck Width) One By Wood Buck Others Note 4.0) Shin As Req'd Note 1.a) V-T Seal Between —1 Window Flange 6 Wood Buck Note 2.n 6 2.b.11) F.V. Frame Width) Stucco By Others Concrete Or SECTION B—B Masonry Opening By Others 1- Min Sao( By Others Note 2.n IL 2 1-1/4' ra 1.7 - FEnbednent n oxu D. f: C i C v 0- m sAnchor g aLocation Above 2 q Meeta+0S Rae. o g O L«olioFletoe net t4rp i _ Rao. b.Ip v Sent Between) Wood Buck 6 M0s'y. Opening By Others Note 2.o 6 2.b.I1) Concrete Or J Masonry Opening By Others 4, 2X6, 2X8 Wood Buck y Others (Note 4.b, L and S) me By Wood Buck By Others 3PTIONAL) (Note 4.*.11.2 6 M) Seal between window Precast Slit by others. 9 SECTION A —A ALTERNATE) Shown.Al— Flange 6 precast sill Configurations may vary. 10 #8 Flat Head Wood or Tapping Screw • applicable to Section B—B for installation with two w/Vulkem 116 adhesive with a minimum embedment of SW SECTION A —A I th •O e w Bu •See by with or w/o one by wood bucks. Buck Hell ht) PARTS LIST 1 Head - Flange Frame 2 Sip --Flange Frame 3 Jamb - Flange Frame 4 LIfl Rag - Sash 5 Jamb - Sash InteriorFin 6 Glazing Bead sh By OThersBy 7 G See Note (8) and (C) 8 3116" Ole. Flat Head Concrete Screw with minimum working load in shear of C 180 Ibs at 1 1/4' embedment. See Note 1) on Sheet 2 6 Note 7 on Drawing V FLEX20300. 9 10 Flate Head Wood or Tapping Screw Q with a minimum embedment of 1-3/8• Into"Structural Two By Buck or Framing'. See Note (L) on Sheet 2 and Note 8 on Orawin FLEX20300 sealant or approved equal. nto a ne y god dr . Note 2.b.1) Note (K) on Sheet 2 and Note 8 on GENERAL NOTES A Drawing FLEX20300. DISCLAIMER: The purpose of this to IS) See General Notes Drawing FLEX20300, Sheet 16 2. installation drawing is to present the forrewmeteA) Milestone Series 1000 Single Hung Aluminum Window is shown. Also applicable to Milestone Series 2000 Single Hung Aluminum Windows. anchoragemanufacturer's soe ws, ons a screws, wood following glazing: 0.125' double strength annealed glass / 0.090' PVB leleAayer / 0.125• double0) Series 1000 Single Hang Window (53-1/8' x 72') tested to a Design Pressure of 50 psf with the follow' s andscrews, la ping strawsStrewsMing ant Vugren strength annealed glass. Structural Adhesive (or other app ow C) Series 2000 Single Hung Window (53.1/8• x 72') tested to a Design Pressure of 55 psf with the following glazing: 0.125• double strength annealed glass / 0.09(y PVB Intedayer / 0.125• double equal) as applkable] to arhleve the deskpr strength annealed glass. pressure specified on the fenestration 0) For Fastener Location 3 OuandWs see Sheet 2 of this drawing. See Note (H) regarding deviations. product as nquired by the 2001 Florida E) Concrete screw edge distance measured from edge of ooncrete/masonry/bbck to centedine of oonaete screw must meet or exceed 21/4•. Minimum size and embedment per Parts List. See Building Code (F6Q, Section 1707.4.4, M Note (H) regarding deviations. FBC-Bulldbng, Section 1714.5.4 and the 2004 F) Wood screw edge distance measured from edge of wood to centerline of wood or tapping screw must meet or exceed 1•. Minimum size and embedment per Parts List. See Note (H) regarding FBC-R613.6. s endatioal, s regariondingRecommendationsRngflaRecommerndatbnsregardingflesNng, deviations. de sealing, sealants or other Joint sealant Not used. pnacdoes does not constitute a warranty M) Any deviation less than the minimum requirements stated must be approved by the manufacturer or engineered by 'other' Design Professional In accordance with the applicable Building Code dtlne expressed or impoed. and Product Approval. e Data* 3/02/07 Soak: NIS Drawn arc RIA C wired ay:)H Robert J. Amoruso, P.E. FL Lkense No. 49752 JAIlle....... S 0 I P/0.4L FN' Drawing No. FLEX21310 Sheet 1 of 2 FASTENER LOCATION TABLE (see Elevation View) Size Code Buck Concrete Screw Location Width Height Head Jambs 12 18 1/8 25 A, B, C D. E, F, G, H, 1 13 18 1/8 37 3/8 A, B, C D, E, F, G. H, 1 14 18 118 49 5/8 A, B, C D, E, F, G, H, 1 145 18. 1/8 55 114 A. B. C D, E, F G, H, 1 15 18 1/8 62 A, B, C D, E, F, G, H, 1 16 18 1/8 71 A,B,C D, E, F, G, H, 1, J. K 1 H2 25 12 25 A, B, C D, E, F, G, H, I 1 H3 25 12 37 3/8 A, B, C D, E, F, G, H, I 1 H4 25 12 49 5/8 A. B, C D, E, F, G. H, I 1H45 25 12 55 1/4 A, B, C D, E, F, G, H,1 1 H5 25 12 62 A B C D, E, F, G, H, I 1 H6 25 12 71 A. B, C D, E, F, G, H, I, J, K 31-12 29 12 25 A, B. C D, E, F, G, H, I 31-13 29 12 37 3/8 A, B. C D, E, F. G, H, 1 3H4 29 12 49 5/8 A. B, C D, E, F, G, H, I 31-145 29 12 55 1/4 A. B, C D, E, F, G, H, I 31-15 29 12 62 A. B, C D, E, F, G, H, I 31-16 29 12 71 A, B, C D, E, F, G, H, I, J, K 22 36 25 A, B. C D, E, F, G, H, 1 23 36 37 3/8 A, B. C D, E, F, G, H, 1 24 36 49 5/8 A, B, C D, E, F, G, H, 1 245 36 55 1/4 A, B, C D, E, F, G. H, 1 25 36 62 A, B, C D, E, F, G. H, 1 26 36 71 A, B, C D, E, F. G, H, I, J. K 482 47 25 A, B. C D, E, F, G, H, 1 483 47 37 3/8 A, B, C D, E. F, G, H, 1 484 47 49 518 A, B, C D, E, F. G, H, 1 4845 47 55 114 A, B, C D, E. F. G, H, 1 485 47 62 A. B, C D, E, F, G, H,1 486 47 71 A, B. C D, E, F, G, H, I, J, K 32 52 1/8 25 A, B, C D, E, F, G, H, 1 33 52 1/8 37 3/8 A. B, C D, E, F, G. H, 1 34 52 1/8 49 5/8 A. B. C D, E, F, G, H, I 345 52 1/8 55 1/4 A, B, C D, E, F, G, H, 1 35 52 1/8 62 A. B. C D, E, F, G. H. I 36 52 1/8 1 71 A, B, C D, E, F, G. H. I, J, K Frame Dimension = Buck Dimension + 1 " F.W. I A B - I o E J K F,H. F G H I ELEVATION FASTENER INSTALLATION INSTRUCTIONS - FLEX21310 3/16" DIA. CONCRETE SCREW WITH NON-STRUCTURAL ONE BY WOOD BUCK: I) Where window is installed in an opening with a non-structural one by wood tuck for the head and jambs and masonry or co, ae0e sill, Installation Is as follows: At the head and jambs, use a 3/16' diameter concrete screw of suffident length to adUeve minimum embedmentof 1-1/4' into masonry or concretes. See "Parts Usr on Sheet 1 of this drawing for concrete screw size, embedment and load requirements. See FLEX20300, Note 7 for additional concrete screw requirements. At the sill, apply a Structural Adhesive Sealant meeting the requirements of Note 2.b.1 on RB(20300 for the full length of the Sil. 3) See fastener location table this sheet for concrete screw locations and any additional Installation requirements. K) Any remaining factory applied Installation fastener hole In the head at location "B" not used for oxwete screw Installation per the fastener location table shall be filled with a #8 wood screws of sufficient length to provide min. 5/8" embedment Into wood buck. See Parts Usr on Sheet 1 of this drawing for wood screw size and embedment requirements. See FLDQ0300, Note 8 for additional wood screw requirements. 1110 WOOD SCREW WITH STRUCTURAL TWO BY WOOD BUCK AND OPTIONAL ONE BY WOOD BUCK (SECTION A -A ALTERNATE ILLUSTRATES THIS OPTION, SIMILAR FOR SECTION B-B): L) Where window is installed In an opening with a structural two by wood buck for the head and jambs and a masonry or concrete sill, Installation Is as follows: At the head and jambs, use # 10 wood screws of sufficient length to achieve 1-3/8" min. embedment Into the two by wood buck. See 'Parts Ust' on Sheet 1 of this drawing for wood screw size and embedment. See FLD(20300, Note 8 for additional wood screw requirements. At the sill, apply a Structural Adhesive Sealant meeting the requirements of Note 2.b.i on FLEX20300 for the fug length of the Sil. M) If a two by and one by wood buck are used together (See Section A -A Alternate, similar for Section B-B), then #10 wood screws of sufficient length to achieve 1-3/8" min. embedment Into the two by wood buck will be used and the one by wood buck will be secured to the two by wood buck as required In Note 4.a.0.2 on drawing FLEX20300. N) It 10 wood screws shall be Installed at all factory applied Installation fastener hole locations. 0) Wood screws shall rot be used to fasten assembly Into the end grain of wood. DESIGN PRESSURE RATING & FBC CODE COMPLIANCE VIEVdFI) FROM EXTERIOR FASTENER LOCATIONS) quantityu ffoor nnextZlarggnot sizeted In fastener Installation table, use fastener Q) Installations depleted in these instructions acceptable for the design pressures shown In Notes B & C for the window sizes shown In the table. Design Pressures (D.P.) are positive and negative. Overall window assembly design pressure shall be determined in accordance with Note 13 of FLO(20300. R) Production Glazing may differ from that tested as allowed by ANSI/ AAMA/NWWDA 101/I.S. 2, 101/1.S. 2/NAFS or AAMA/WDMA/CSA 101/I.S. 2/ A440 and applicable Building Code. See Note 12 and 13 on Drawing F1D( 20300 for further details. S) Two by wood buck and/or framing at the head and jambs to be securely fastened to transfer the load to the masonry, concrete or other structural substrate per the FBC and the engineer of recond•s details as applicable. T) See FLEX20300, Notes 10 to 15 for additional FBC Code Compliance. Ir C j2 a yA i v• g UAW C OrU. Date. 3102/07 sore: rns Drewe Mk RIA CredrodtW nr Drawing No. FLEX21310 Sheet 2 of 2 Two By Wood Buck Width 1_3igr Mn J C4OneByWoodFramingbyOthers (B.V.) CrhWdnent rn Buck By Others (Notes 4.b and N) GENERAL NOTES Note 4.01.2) Sent Between (1 to 15) see General Notes Onvh(g FLEX20300. sheer 1 a 2. One By Wood 8% x Our ' d One By Buck L (A) M4stene Series 1000 Strgb Hung Aluminum Window b Buck by Others = i w Seal Between a a Window Flon a Two By Framing clown. Also applicable o Milestone Sexes 2000 Single Hung (NOTE 4.a.ii.2) w n d L Vood Buck By Others Aluminum windows. -1 C nor d $ _ 90Note2.n L 2uc (Note 2.a L 2.b.lp (6) Serbs 1000 single Hung Widow(53-lir x 77) tested o a Shin As Req'd (Note I.a) .= L atbn Dealgn Pro re of SO psf wllh the o0owhq glaring. O.1ZV w sag double saengb aeeebd gbes / 0.09V PVB fntseeM / 0.12V 6 5 Rat sip 8 double strength annealed glass. W m 1- 3/ 8' Min ICI Serbs 2000 Shoo Hung Window (53-1/8• x 7r) tested toa n Embedment Design Awssure of 55 psi with the following glaring: 0.125 double strength annealed glass / 0.09V PVB tnterbyer 10.12V O OTn 1-1/ 4• Max. double strergthannealed gtaes. SECTION B—B 7 8 Shim Space 1 (0For Fastener installation Requirements. notes H tlru L of )F drawbp. See Note (F) regarding deviations. 7 it wood or tapping screw edge distance measured from edge 1? b Stucco I of wood tocor" bN of wood «Upping screw must m"I or 3 Loco 2 3 By Others Shim e Y Req'd exceed1• Minimum size and embedment per Paris ust. See Selo, Note .n> Perimeter wet c F 7Note (F) regargdevtatbru. Sent Between Rag d01 Perimeter ( F)Any deviation less the the minkran requbamenb stated Window Flange Sent § , R Seal must beimpovedbythe manufacturer orengineered by•otitar L Wood Buck By Others 8 (Note 2.a L 2.b.lp (Note 2.a L 2.b.li) as LL c By Others Oeslpn Pmtesab Who,,, dense wlN lM.pplmbhe euldbg Two By e 5 g Note 2.o Code wedCF.V.) Wood m ndPo; L 2.b.11) Frame Width Seal Between Framing n A 6 1 FASTENER INSTALLATION INSTRUCTIONS- FLEX21311 One By Buck IL by Others rEr E -- G) Not Used Two By Framing (Note 4.b and N) E N) a to wood screws of suRldent length to achieve t-3/B min. Stucco By Others g Frame 7 ernte imaa Into the sbucaaal fanning mnporcnls at the head By Others (Note 2.o L 2.b.11) a ; Height m Buck and laas follows: F. HJ a) frame on ant by wood buck attached to structural two by Height wood (ratting (storm) per Note4a. L2, DISCLAIMER: The purpose of this Inslabdon drawing is to PARTS LIST 4 Seat Between Window (B•H•) present the manufacturers recommendations for andwrage Flange L Wood Buck b) same an two by wand lend structurally attached to(i.e., wood screws, lapping screws and Vul em Structural 1 Head -Flange Frame W / V ulken 116 Adhesive 2 structural two by wood framing (roc down) per Note 4 b I, Adhesive (or other approved equal) as applicable) to achieve 2 Spl - Flange Flame Sealant, Or A rv'd. Eat. `) fame on gal two by wood han8g (not shown). d 3 Jamb - Flange Frame p design pressure specified on the fenestratim product as Note 2.b.1) (q a 10 wood sorer s slop be butaled at as factory applied required by the 2001 Florida Building Cade (FBC), Section 4 Lift Rail - Sash Installation fastew hole bmtorhs k the h2me, o 3) wood sue" shin not be used o fasten assert* ko the 1707.4.4, 2004 FBC-Building, Section 1714.5.4 and the 2004 5 Jamb - Sash Perimeter end grain al wood. FOC' Residentlal, n R613.6. Recommendations fegading 6 Glazing Bead Seal Shin As Reci'd (K) Frame sm will be sealed with VJten 116 or approved equal sealing, sealants or other Joint sealant practices does 7 Glazing - See Note (8) and (C) a By Others (Note I.a) In accordance with Note 2.b.1. not constitute a warranty either expressed or Implied. g S 8 /10 Flat Head Wood orToppingScrewNote2.a L 2.b. I1) (L) one by wood buds at sill must be swmraW attached to the with a minimum embedment of 1-3/8' two by wood hairdi as blows. I stalla minimum of three (3) Into 'Structural Two By Buck or 1-1/4' Max. $ c Shin Spree • 10 wood screws of sufficient length toadhle/ e !-3/9' Mn. W.W. Framing'. See Note (N) on this enbedmDm bhta the sLhaural framing com Bens at a location VIEWED drawing and Note 8 an Drawing pate: 3/02107 ration at tine from each /d ) along theindoow sacs the window sIrs fitmwvAd ' '` FRO M FLFJ( 20300. Salta Nt5 1nm 3/8' MIN. A 6 C Davmp .J EMBEDMENT DESIGN PRESSURE RATING R FSC CODE COMPLIANCE EXTERIOR °"P.eO `'" M) Ifewct window sin is notlisted in fastener 66ta6gFl lJ!<ron p E Robert a Amau9trUe Na 4975Z table. use fastener quantity Ihted for rant Urger slat. To be used for N) ahstaltatore depicted in these Ymnadots'ccepbble for the inst011atiOnS U t0 $0 Two By Wood design pressures shown In Napes BaCforthewidowstiesinstallationsFramingbyOthersshownInPSF (Series 1000) and : JA ft a Note 4.b and N) One By Wood BuckBKBAt.; •' By Others (Buck must"°ga'G"er'°wk°°wassem* design Prss"Rshoo be 55 PSF (Series 2000) p SIII Pon Flashing be structurally attached dG°pitinedk'ctmdance" MhNote13ofREXZMoo• W.H. Design Pressure using ••G Recommended to the Two By Vood ( )prodhrNorn Gladrr9 nisyu0aer ham tlut felted as s0owed by F G #10 Wood Screws in Q des tt . Framing. (Note 4.o.ILI L L) ANSUAAMn/NWWDA IOL/I.S. 2. 101/IS. ZMAPSR AAMA/wOMMcsA TOI/1.S. 2/A440 and apppbbk adds code. all factory supplied ' CAULK BETWEEN see Note 12 and t3 on Drawing FLIN 20300 for further details. installation holes in B ONE BY BUCK L (P) Two by wood bud,ad/or framing at the head and Jambs to the frame (Locations TWO BY FRAMING be Me* fastened to transfer the bad to the mason". H I A thru K as P/07W/ VULKEM 116 ADHESIVE moeteorGdWStrucosra!wbsbateper the R ICarothe ' AL . CAULK, OR APPROVED EQUAL egkeerofmord'sdebesasapowble applicable). Sill to be Note 2. b.1) (Q) see I><Euza3al>, Notes to to is foraaatiorW I4X code secured as shown. Drawing NO. FLEX21311 SECTION A —A c^^oanp ELEVATION A Sheet 1 of 1 V MIN. EMBEDMENT - FRAME WIDTH (F.W.) 1/4' MAX. wood Screw) BUCK WIDTH (B.V.) SHIM SPACE SEAL BETWEEN SHEATHING Two BY WOOD SHIM AS REO'D. BY WOOD WINDOW FIN 6 BY OTHERS BY OTHERS (Note Lb) N OTHH ERS SHEATHING (Note 4.b) ( Note 4.b) Note 2.o 6 2.c.I111 SHIM AS REO'D. 5 9 8 (Note Lb) 6 V MIN. EMBEDMENT STUCCO (Wood Screw) BY OTHERS 7 1/4' MAX. SHEATHING rSHIMSPACEBYOTHERS PERIMETER SEAL SEAL BETWEEN BY OTHERS WINDOW FIN Note 2.n 6 2.c.10 1 O PERIMETER 9 8 6 SHEATHING 6 SEAL (Note 2.n 6 2.c.11) BY OTHERS ( Note 2.n 6 2.STUCCO BY OTHERSc.ID SECTION B—B FRAME HEIGHT (F.H.) BUCK HEIGHT (B.H.) DISCLAIMER: The purpose of this Installation drawing Is to present the manufacturers recommendations for anchorage [Le., wood screws or tapping screws to achieve the design pressure specified on the fenestration product as required by the 2001 Florida Building Code (FBC), Section 1707.4.4, 2004 FBC-Building, Section 1714.5.4 and the 2004 FBC-Residential, Section R613.6. Recommendations regarding flashing, seating, sealants or other joint sealant pracdoes does not constitute a warranty either expressed or Implied. GENERAL NOTES7 to 15) See General Notes Drawing FLEX20300, Sheet 1 d 2. A) Milestone Series 1000 Single Hung Aluminum Window is shown. Also applicable to Milestone Series 2000 Single Hung Aluminum Windows. 8) Series 1000 Single Hung Window (52-1/8' x TV) tested to a Design Pressure of 50 psi with the following glazing: 0.125' double strength annealed glass 10.090' PVB interlayer I double strength annealed glass. 4 C) Se2 (C) Series 2000 Single Hung Window (52.1/8' x 71') tested to a Design Pressure of 55 psi with the following glazing: 0.125' double strength annealed glass / 0.090' PVB mtedayer / PERIMETER 0.125' double strength annealed glass. SEAL BY OTHERS INTERIOR (0) For Fastener Ouantites and Spacing see Sheet 2 of this drawing. See Note (H) Note2.n 6 2.c.10 FINISH BY regarding deviations. OTHERS (E) Wood screw withdrawal values used to generate the fastening requirements are based on SprucaPnne-Fur with a Specific Gravity of 0.50. See Note (H) regarding deviations. IF) Wood or tapping screw edge distance measured from edge of wood to centerline of wood or tapping screw must meet or exceed 1'. Minimum size and embedment per Parts List. See Note (H) regarding deviations. 9 8 0) Not Used. H) Any deviation less than the minimum requirements stated must be approved by the f manufacturer or engineered by'other Design Professional in accordance with the STUCCO / applicable Building Code and Product Approval. BY OTHERS SEAL BETWEEN 0 Ail field supplied holes In the frame (B required) will be 3116' In diameter for 08 wood TWO BY WOOD screws. BY OTHERS (J)Not Used. WINDOW FIN SHEATHING Note 4.b) L SHEATHING BY OTHERS Note 2.o 6 2.c.10 SECTION A —A V MIN. EMBEDMENT Wood Screw) Centerline of Fastener J$" Ref. DETAIL A Dimpled Area on Attachment Attachment Fin Fin Wood Screw Head must be in full contact with Attachment Fin. Centerline of fastener shall be approximately 9/32" from edge of Attachment Fin. 8 WOOD SCREWS: K) See sheet 2 for #8 Wood Screw Installation fastener chart. L) 08 Wood Screw must be of sufficient length to adhleve minimum embedment of V Into the two by wood framing. M) See Doti 'A' for approximate location of the wood screw on the attadunent On. N) Wood screws shall not be used to fasten assembly Into end grain of wood. PARTS LIST mean - rmrrame Siti - Fin Frame Jamb - Fin Frame Lift Rail - Sash Jamb - Sash Glazing Bead Glazing - See Note (8) and (C) t8 Pan Head Wood or Tapping Screw with a minimum embedment of 1' Into the structural wood substrate. See Note K) 6 Detail A on this drawing and Note 4.b 8 8 on Drawing FLEX20300. g' F x Q lh if r W ^ d 1 " glo$_¢ 3 alrc V ic- E 3 or Date: 3/02107 Sole: HTS Drawn try: R1A Checked or. JH Robert J. Amonrso, P.E. FL Ucense No. 49752 1J L11 a 4 Drawing No. FLEX21320 Sheet 1 of 2 No. 8 Wood and Tapping Screw Fastener Location Tables Sava 1000 WIdN Eh l Ee CoIdedllla of Wad A SIII tleafnal Inlesletlan Ow . Ie 1/I 4 ro 2 2S In 4 ro 2 2e 1n 4 ro 2 30 4 ytl 1 41 4 yes 1 47 Yes 1 62 116 es 1 HHeet Et L7 L2 L3 Eb I1lreoa0on Dog. 25 1 In Na 14 114 21 110 3 71e 2 37 3f6 1112 we 17116 33 112 3 7N 7 49 516 1 In we 2e YI 45 Y4 3718 2 55 114 1 to we 29114 51 Ye 3 710 2 62 1In 7305 32510 5O11e 3710 2 71 1 In 1e N0 41 Ste 67110 3710 1 WIdo Eh I ra Cen111ane of /Sad a Sill(room) Irob140un Ow . 23 In 4 ro 2 27112 4 ro 2 31112 4 ro 2 35112 es 1 39 In 4 yes 1 43 In 4 yes 1 47 112 4 yes I eight Et L1 L2 L3 Eb Illebllallm Owe. 27 112 1 112 Na 15 Ye 23 &a 3 718 2 351n 1112 No 1e Ye 31 YS 3 718 2 43 In 1112 Na 23 YO 3e 500 3719 2 47 112 1112 No IS Ye 43 Ye 3716 2 I In 1112 Na 27398 4796 3 719 I 50112 1 In Na 31 YS 55 3/e 3 719 2 71 In 1112 10 YI 43 YI e7 Ye 3 714 1 Fastener Location Table Notes: eon„ 2l00 YAM BI I Ea CaesM11Ia of lead a Sill o*Vf") husellaeon 10 1/0 4 ro 2 25112 4 ro 2 29112 4 ro 2 30 4 yes I 41 4 yes 1 47 yes 1 52 119 Yes I Hllpin Et 1 1.1 L2 L3 I Eb I1lolladon 17.e. 25 x Na I4112 20112 4112 I 37 3/6 x Na 201n 33 4112 2 49 516 2 Na 26112 45 4112 2 55 1/4 2 Ne 20112 51 4112 2 62 x le 32 V4 57 112 4 In 2 71 2 20 41 114 ee In 4 In I Hbduer WWII, E11 / Ea Ca la ffina of Wad S Va yaafao 11Iwa11atlOn Ow 23 In 4 ro x 27 112 4 ro 2 31 In 4 ro 2 351n 4 yes 1 3O In 4 yes 1 43 112 4 yes I 47 112 4 yes I El L1 LI L3 Eb 1n 14tlenDry. 2 Ne 15112 23 412 2 2 We 19112 31 4112 2 2 Na 23112 30 41n 2j411122Ne251124341122 2 N4 27112 47 41n 2 2 Ne 31112 55 4In 2 x 2e q In e7 4 1n 1 1) All dimensions shown taken from the buck width or height of the window frame. 2) Based on the Milestone Series No. and size of the window to be installed, enter the correct table above to determine the locations of the No. 8 Wood or Tapping Screws based on either Installation No. 1 or No. 2 illustrations at right. The applicable installation illustration is noted in the table. 3) Install the No. 8 Wood or Topping Screws at the locations shown in the table. Tolerance is + / — 1". 4) An installation fastener is only required at the centerline of the head and sill when indicated in the table as "yes". If "no", an installation fosterner is not required at the centerline of the head and sill. DESIGN PRESSURE RATING & FBC CODE COMPLIANCE 0) If exact window size Is not listed In fastener location table, use fastener locations listed for next larger size. P) Installations depicted In these Instructions acceptable for the design pressures shown in Notes 8 & C for the window sizes shown In the table. Design Pressures D.P.) are positive and negative. Overall window assembly design pressure shall be determined in accordance with Note 13 of FLEX20300. 0) Production Glazing may differ from that tested as allowed by ANSI/AAMNNW WDA 101/I.S. 2, 101/I.S. 2/NAFS or AAMANVDMAICSA 101/I.S. 2/A440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20300 for further details. R) Structural two by wood buck and/or framing at the head, sill and Jambs to be securely fastened to transfer the load to the wood structural substrate per the FBC and the engineer of record's details as applicable. S) See FLEX20300, Notes 10 to 15 for additional FBC Code Compliance. Buck L Frame Centerline Width Of Head _ . Et Buck 6 Frame Height E Centerline Of Sill L2 Window Size Aoolicabllity 31-1/2' to U-1/8' Wide at Head 6 Sill or - 59-1/2' to 71' High at Jambs Buck 6 Frame Bu F1 Hi Window Size Aoollcability to 31-1/2' vide at Head L Sill or - to 59-1/2' High at Jambs L3 Date: 3/02/07 solo NTS Drawn Sr. R171 Drawing No. FLEX21320 Sheet 2 of 2 One By Wood Structural Buck By Others 9 Build Down Note 4.o.1 U By Othersand4.01.2) (Note R) Sheathing (TYP.) By Others Sent Between 1-3/8' Min. Window Flange Embedment R Wood Buck Note 2.a 6 2.b.11) 1/4' Max. Shin Space Stucco By Others n(N im As Req'd. ote l.n) Perimeter Seal By Others Note 2.n tL 2.b.11) F.H. Frame Height) B' Buck Hell ht Perimeter Seal By Others Note 2.0 6 2.b.@ e V a V C a Q v,C V V V Q• Q e V V } Seal between window Precast Slll by others. J Flange 6 precast slit Configurations may vary. w/Vulkem 116 adhesive sealant or approved equal. SECTION A —A Note 2.bA F V F—A F.W. VIEWED A B C I FROM BC EXTERIOR [ E J / 6K B O F.H. F.H. 6 K B F G LH G H I / I r1A.l RADIUS SImVN LN HALF A ELEVATION A DI,IWN, OPPOS B.V. Buck Width) One By Wood Buck Others Note 4.0 2X6, 2X8 Vood Buck Others (Note 4.b R R) Shim As Req'd Note 11.0 r By Wood Buck By Others TIONAL) (Note 4.a.11.2) SECTION A —A (ALTERNATE) Shown. &g applicable to Section B-B for installation with two by with or w/o one by wood bucks. PARTS LIST 1 Head - Flange Frame 2 Sill - Flange Frame 3 Jamb -Flange Frame 4 Lift Rail - Sash 5 Jamb - Sash 6 Glazing Bead 7 Glazing - See Note (8) and (C) 8 3116' Dia. Flat Head Concrete Screw with minimum working load In shear of 180 lbs at 1 1/4' embedment, See Note (1) on this drawing and Note 7 on Drawing FLEX20300. 9 #10 Flat Head Wood or Tapping Screw with a minimum embedment of 1-318' into 'Structural Two By Buck or Framing'. See Note (K) on this drawing and Note 8 on Drawing FLEX20300. GENERAL NOTES 1 Sent, Between —I Window Flange 6 Wood Buck Note 2.n 6 2.b.10 F.V. Frame Width) Stucco By Others 1-1/4' Nlrt E.bednent W p G a Q V E A.Ch or 0 L«otbn N Above MeetRna. 0 Seat By Others Note 2.a 6 2.b.lp { I o Seal Between JWoodBuck 6 Has 'y. Opening By Others Note 2.a 6 2.1aID 1,•'•, AncMr L«otla meteetbg i . Rita. Concrete Or J Masonry Opening By Others DISCLAIMER: The purpose of this Installation drawing Is to present the manufacturers recommendations for anchorage p.e., cotete screws, wood screw%, tapping screws and Vulkem Structural Adhesive (or other approved equal) as applicable) to achieve the design pressure specified on the o fenestration product as required by the 2001 Florida Building Code (FBC), Section 1707.4.4, 2004 FBC-Building, Section 1714.5.4 and the 2004 d o FBC- Residential, Section R613.6. Recommendations regarding flashing, seating, sealants or other Joint sealant pracltr% does not constitute a Daft: 3102/07 warranty either expressed or Implied. sole NTS 1 to 15) See General Notes Drawing FLEX20300, Sheet 1 8 2. A) Milestone Series 1000 Single Hung Radius Head Aluminum Window is shown. Also applicable to Milestone Series 2000 Single Hung Radius Head Aluminum Windows. 8) Series 1000 Single Hung Window (53.1/8' x 72') tested to a Design Pressure of 50 psf with the UlDwbng glazing: 0.125' double strength annealed glass / 0.090' PVB Intertayer / 0.125' double strength annealed glass. C) Series 2000 Single Hung Window (53-1/8' x 72') tested to a Design Pressure of 55 psi with the followtrtg gladrg: 0.125' double strength annealed glass / 0.090' PVB Intertayer / 0.125' double strength annealed glass. 0) For Fastener Location d quantities see Sheet 1 8 2 of this drawing respectively. See Note (H) regarding deviations. E) Concrete screw edge distance measured from edge of ooncretdmasonry/bbdc to centerline of concrete screw must meet or exceed 2 1/4'. Minimum stze and embedment per Paris List. See Note (H) regarding deviations. F) Wood or tapping screw edge durance measured from edge of wood to centedhte of wood or tapping screw must meet or exceed 1'. Minimum size and embedment per Paris List. See Note (H) regarding deviations. G) Not used. H) Any deviation less than the minimum requirements stated must be approved by the manufacturer or engineered by "Other' Design Professional in accordance with the applicable Building Code and Product Approval. Drawn M R1A Chedrad Sr. )H Robert 1. Amoruso, P.E. FL License No. 49752 JAMfg i cr ap r P/ d /AL F11' Drawing No. FLOQ2310 Sheet 1 of 2 Qi FASTENER LOCATION TABLE (see Elevation Vlew, Sheet 1) Series Code Frame Width and Height Fastener Screw Location Width Height( Full Radius) Height ( Half Radius) Head No. 10 WSJ Jambs ( No. 10 WS or Concrete Screw 1000r1000 12 19 lie 26 IY16 28 511 A S. C O E, F G, H 1 100orm 13 19 lie 39 YI6 4011116 A B C O E F G K I 10000000 14 19 lie 51 7/16 52 WIG A, S. C 0, E F G K I 100orm 145 19 lie 57 Ille W 91!G A B C 0, E F G I 10000M 15 19 its 63 IYIG 65 SPI6 A S. C O E F H. I 1000R000 16 19 lie 72 1 72 A S. C 0. E. F. G. K I. J. K 1000r1000 1H2 26 112 27 71161 29 911 S. C 0, E, F, G I 10002W0 IH3 26 112 391Y1 41 ISfI61 A S. C D. E F G. H I 1000rt1100 IH4 26 112 52 11161 54 Y1 A e. C 0, E F G. K 1 100arm 1H45 26 112 57111161 591311 A S. C D E F G. K I 1000r20W IFS 26 112 64 7116 66 9M A S. C O E F G H, I 10002W0 1H6 26 1R 72 72 1 A e. C 0. E, F, G. K L J, K 10002000 3W 30 1R 27 73196 30111481 S. C O E F G H I 10002000 I " 30 12 40 IY96 42 29/ B C O E F G H, 1 10002000 3H4 30 1R 5237 5441/ A B, C 0. E F G K I 1000/ 2000 3hM5 30 1R se1196 602Y A B C 0 E F G I 10002000 3H5 30 1R W 7 67111 B C O E F G H I 2000 t0003116 30 112 72 72 A S. C D, E. F. G. H. L J. K 100N2000 22 37 28 Sn 31 Sl1 A B C O E F G K I 10002MOW 23 37 401111 4311116 B C O E F G I 10p02000 24 37 521511 5515116 B C O E F G 1 10002000 245 37 58 911 61 911 8. C 0, E F G. K 1 1002000 025 37 65 511 68 5116 ABC 0, E F G K I 100020( 10 26 37 72 72 A 8, C 0, E. F. G. H. L J. K 1000200D 492 48 29 M32 33 7146 A B C O E F G H, 1 02 100000483 48 41 I 45 2Y S. C O E F G, H I MUM 464 48 5327 7371 A S. C O E F G 1 10002000 4845 46 591 63IW B C O E F G 1 10002000 485 46 66 7 70 7148 A B C D E F G. K I 100arm 486 48 72 72 A B C 0, E. F. G. H L J. K 10002000 32 53 1/8 2921132 34 A 8, C O E. F. G. K I 100arim 33 53 118 42 1132 46 318 A S. C O E F G. K 1 10002000 1 34 53 lie 54 SM 56 SIB A S. C O, E F G K I 100orm 345 53 118 59 29M 64 114 A 8 C 0, E. F G H I 10002000 35 53 118 6621132 71 A, S. C D E F G K I 10002000 36 1 53 118 72 72 A B. C O. E. F. G L A K FASTENER LOCATION TABLE NOTES: 1. This chart and Notes I, J. K.I. L. M and N for use when Radius Head Flange Window is installed in opening with the following attributes: a. Wood Structural Build —Down at Head, and b. Mosonry/Concrete Substrate and One —By Wood Buck at Jambs. 2. Install Radius Head Flange Window using #10 Wood Screws with a 1-3/8' minimum embedment into the structural wood substrate in accordance with Notes K to N in an opening with the following attributes. a. Wood Structural Build —Down at Head, b. Optional Structural Two By Buck is installed at the head or iambs, and c. Optional One By Wood Buck is installed at the head or jambs. 3. See Note R regarding structural framing requirements. 4. See Sheet 1 for Fastener Location Diagrams. FASTENER INSTALLATION INSTRUCTIONS - FLEX22310 C — M 3/ 16" DIX CONCRETE SCREW WITH NON-STRUCTURAL ONE BY WOOD BUCK: y d I) Where window Is installed in an opening with a non-structural one by wood buck for the jambs and masonry or concrete sill, Installation C n P is as follows: 1) At the jambs, use a 3/16" diameter concrete screw of sufficient length to achieve minimum embedment of 1-114" Into masonry ev A o = 2 or concrete. See 'Parts List" on Sheet 1 of this drawing for concrete screw size, embedment and load requirements. See W 9 F FLEX20300, Note 7 for additional concrete screw requirements. 2) At the sill, apply a Structural Adhesive Sealant for the full length of the Sill meeting the requirements of Note 2.b.1 on FLEX v 20300. e 3) See fastener installation table on this sheet for concrete screw locations In jambs and additional Installation requirements. 10 WOOD SCREW WITH (1) STRUCTURAL BUILD -DOWN FOR RADIUS HEAD, (2) OPTIONAL STRUCTURAL TWO BY WOOD BUCK AND (3) OPTIONAL ONE BY WOOD BUCK AT HEAD AND/OR JAMBS (SECTION A -A ALTERNATE ILLUSTRATES THIS 31 OPTION FOR HEAD, SIMILAR FOR SECTION B-B AT JAMB): K) Where window is installed in an opening with a (1) structural build -down for radius head, (2) optional structural two by wood buck and 3) optional one by wood buck at head and/or Jambs, installation Is as follows: I ) For structural build -down at the head and/or two by wood buck at the head and/or jambs as applicable, use # 10 wood screws W e $ of sufficient length to achieve 1-3/8" min. embedment into the two by wood buck and/or or structural build -down. See 'Parts List" Sheet I this drawing for woad screw size and embedment. See FLEX20300, Note 8 for additional wood screw G $ $ on of a B requirements. I E 2) For one by wood buck used in conjunction with a structural two by wood buck at the head and/or jambs as applicable use # 10 wood screws of sufficient length to achieve 1-3/8" min. embedment into the two by wood buck. See "Parts Ust" on Sheet 1 of this drawing for wood screw size and embedment. See FLEX20300, Note 8 for additional wood screw requirements. 3) At the sill, apply a Structural Adhesive Sealant for the full length of the Sill meeting the requirements of Note 2.b.1 on FLEX 20300. L) If a two by and one by wood buck are used together (see Section A -A Alternate, similar for Section B-B), then IF10 wood screws of suffkdent length to achieve 1-3/8" min. embedment into the two by wood buck will be used and the one by wood buck will be secured to the two by wood buck as required in Note 4.a.0.2 on drawing FLEX20300. M) B 10 wood screws shall be Installed at all factory applied installation fastener hole locations where applicable. e N) Wood screws shall not be used to fasten assembly into the end grain of wood. s DESIGN PRESSURE RATING R FBC CODE COMPLIANCE e Ae0) If exact window size is not listed In fastener Installation table, use fastener locations Asbed for next larger size. P) Installations depleted In these instructions acceptable for the design pressures shown in Notes B & C for the window sizes shown in the table. Design Pressures (D.P.) are positive and negative. Overall window assembly design pressure shall be determined in accordance with woe: 3fo2/a7 Note 13 of FLEX20300. Sale: rnS Q) Production Glazing may differ from that tested as allowed by ANSI/AAMA/NWWDA 101/I.S. 2, 101/I.S. 2/NAFS or AAMA/WDMA/CS4 Draw" 0v: M 101/ I.S. 2/A440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20300 for further details. 1e ed er fH R) Structural build -down at head, two by wood buck and/or framing at the head and jambs to be securely fastened to transfer the load to the masonry, concrete or other structural substrate per the FBC and the engineer of record's details as applicable. S) See R.EX20300, Notes 10 W 1S for additional FBC Code Compliance. Drawing No. FLEX22310 Sheet 2 of 2 SEAL BETWEEN SHEATHING WINDOW FIN & BY OTHERS SHEATHING Note 2.0 & 2.c.1D STUCCO BY OTHERS PERIMETER SEAL BY OTHERS Note 2.o & 2.01) FRAME HEIGHT (F.H.) (D- BUCK HEIGHT (B.H.) PERIMETER SEAL BY OTHERS Note 2.a & 2.00 9,)(8, i 0 i STRUCTURALC BUILD DOWN BY OTHERS Note 4.b) gioU SHIM AS RED'D. Note I.b) 1/4' MAX. SHIM SPACE SECTION A —A GENERAL NOTES 1 to 1S) See General Notes Drawing FLOt20300, Sheet I & 2. A) Milestone Series 1000 Single Hung Radius Head Aluminum Window Is shown. Also applicable to Milestone Series 1500 and 2000 Sbgle Hung Radius Head Aluminum Windows. 6) Series 1000 Single Hung Window (524U8' x 71') tested to a Design Pressure of 50 psf with to following glazing: 0.125' double strength annealed glass / 0.09V PVB interlayer / 0.125' double strength arohealed glass C) Series 2000 Single Hung Window (52-1/8' x 71') teAed to a Design Pressure of 55 psf with the following glazing: 0.125' double strength annealed glass / 0.09W PVB Interlayer / 0.125' double strength annealed gless. D) For Fasto r Quantities and Spacing see Sheet 2 of Oils drawing. See Note (H) regarding deviations. E) Wood screw withdrawal values used W generate the fastening requirements are based on Spr uePln e+ur with a Specific Gravity of 0.50. See Note (H) regarding deviations. F) Wood or tapping screw edge distance measured from edge of wood to eentedine of wood or tapping screw must meet or exceed 1'. MWmum size and embedment per Parts List. See Note (H) regarding deviations. G) Not used. H) Any deviation less than the minimum requirements stated mast be approved by the manufachmer or engineered by zither Design Professional In accordance with the applicable Building Cade and Product Approval. 1) All field supplied holes In the frame (if required) will be 3/16' In diameter for M8 wood spews. 1) Not Used. 88 WOOD SCREWS: tQ See sheets 3 & 4 for k8 Wood Screw installation fastener dwR. L) 98 Wood Screw must be of suHldent length to achieve minimum INTERIOR embedment of V into the two by wood framing. FINISH BY 04) See Detail 'A* for approximate location of the wood screw on the OTHERS attachment fln. N) Wood spews shall not be used to fasten assembly Into end grain of wood. STUCCO \ BY OTHERS SEAL BETWEEN ? W vi TWO BY WOOD WINDOW FIN = m j BY OTHERS SHEATHING SHEATHING W (Note 4.b) Note 2.o & 2.c.i1) BY OTHERS FRAME WIDTH (F.W.) 1/4' MAX. BUCK WIDTH (B.V.) FSHIMSPACE SHIM AS RED'D. TWO BY WOOD Note I.b) (N OTHERS Note 4.4) i 1' MIN. EMBEDMENT Wood Screw) SHEATHING BY OTHERS SEAL BETWEEN PERIMETER WINDOW FIN SEAL g 8 SHEATHING BY OTHERS Note 2.0 & 2.01) Note 2.o & 2.00 SECTION B—B STUCCO BY OTHERS 0) If exact widow size is not listed in fastener location table, use fastener locations listed for next larger size. P) Installations depicted in these instructions acceptable for the design pressures shown in Notes 8 & C for the window sixes shown In the table. Design Pressures (D.P.) are positive and negative. Overall window assembly design pressure shall be determined In accordance with Note 13 of FLDI20300. Q) Production dazing may differ from that Iesied as allowed by ANSUAAMA/ NWWDA 101/I.S. 2, 10l/I.S.2/NAFSor AAhW WDMA/CSA 10UI.S. 2/A440 and applicable Building Code. See Note 12 and 13 on Drawing FLD( 20300 for triter details R) Structural two by weed buck and/or framing at the (head, sill and jambs to be securely fastened to transfer to load to the wood structural substrate per the FBC and the engineer of record's details as applicable. S) See FLD(20300, Notes 10 to 15 for additional FBC Code Ccrnpehanoe. DISCLAIMER: The purpose of this traWlaton drawing Is to present the manufacturers reewnmmenddaations for anchorage Q e., wood screws or lapping screws to achieve the design pressure spn' IN , on the fenestration product as required by the 2001 Florida Building Code (FBC), Section 1707.4.4, 2004 F8C-Sulldig, Section 1714. 5.4 and the 2004 FOC4tesldental, Section R613.6. Recommendations regarding flashing, sealing, sealants or other joint sealant practices does not constitute a warranty either expressed or Implied. Centerline of Fastener 3„ Ref. r DETAIL A Dimpled Area on Attachment Attachment Fin Fin Wood Screw Head must be in full contact with Attachment Fin. Centerline of fastener shall be approximately 9/32' from edge of Attachment Fin. PARTS LIST DETAIL A t Head - FlnFrame 2 Sill • Fin Frame 3 Jamb - Firm Frame 4 UN Rail - Sash 5 Jamb - Sash 6 Glazing Bead - Rigid Vinyl 7 Glazing - See Note (B) and (C) 8 08 Pan Head Wood or Tapping Screw with a minimum embedment of t' Into the structural wood substrate. See Note (K) and Detail A on this drawing and Note 4.b & 8 on Drawing FLEX20300. M rs C M0 , AIc ao 0 oE S E.9 FF :: GCE ° 6 c Date: 3/02107 Sole: NTS Orown Dr. R]A Chocked Sr. )H Robert J. AmonwO, P.E. FL License No. 49752 y! No a o 44 46 Drawing No. FLEX22320 Sheet 1 of 4 Buck 6 Frame Width FramBuck 6 Qe ---{ Eh Width II Et Eh Eh Eh T T EtT: Et Buck 6 Buck 6 Frame FFFrame Height Height FULL HALF RADIUS RADIUS Eb / Eb T T4—Es Es —I— —4-Es Es -- ELEVATION VIEWED FROM EXTERIOR FULL AND HALF RADIUS HEAD WINDOWS Fastener Location Tables (Sheet 3 and 4) are applicable to Full and Half Radius Head SH Windows shown above. Fastener edge distances shown above are applicable to Full and Half Radius Head SH Windows. For intermediate head, sill and jamb fasteners located between edge fasteners, see Installation Illustrations below. 1) All dimensions shown token from the buck width or height of the window frame. 2) Based on the Milestone Series No. and size of the window to be installed, enter the correct table above to determine the locations of the No. 8 Wood or Tapping Screws based on either Installation No. 2 or No. 3 illustrations below. The applicable installation illustration is noted in the table. The full radius head frame is shown, but Illustrations also applicable to half radius head window (see elevation for edge distances at frame head (El). 3) Install the No. 8 Wood or Topping Screws at the locations shown in the table. Tolerance is + / 1 1". 4) An installation fastener is required at the centerline of the head and sill for all window sizes. Buck 6 Buck 6 Centerline Frame Width Centerllne Frame Width Of Head Eh Of Head h Eh h Et Et Buck 6 Buck ti Frame Frame Height 12 Height f Ell Ll y Elo LI Es s Es s Centerline Centerllne Of Sill INSTALLATION No. Of Sill 2 INSTALLATION No._3 Installation Illustrations No. 2 and 3 Showing Locations of Wood Screw Fasteners See table on Sheet 3 for Series 1000 & 1500 Commodity and Modular Window Sizes See table on Sheet 4 for Series 2000 Commodity and Modular Window Sizes DESIGN PRESSURE RATING 6 F6C CODE COMPLIANCE S) If exact window size Is not listed In fastener location table, use fastener locations fisted for next larger am. m Installations depleted In these Instructions acceptable for the design pressures shown In Notes 8 6 C for the widow sizes shown In the lable. Design Pressures D.P.) are positive and negative. Overall window assembly design pressure shall be determined In aaoondance with Nate 13 of 112=300. U) Production Glazing may differ from that tested as allowed by ANSUAAMA/NWWDA 101/I.S. 2, 101/1.S. 2/NAFS or AAMA(WDMA/C5A 101/I.S. 2/A440 and applicable Budding Code. See Note 12 and 13 on Drawing FLE1t 20100 for further details. V) Structural two by wood buck and/or training at the head, sin and Jambs to be sec n* fasbehed to transfer the load to the wood str clural substrate per the FBC and the engineer of moord s details as apWcable• w) See FLD(20300, Notes 10 to 15 for additional FBC Code Compliance. I00e. 73102107 Sole: NTS onwn or. rt1A Chhedned By:1N Drawing No. FLEX22320 Sheet 2 of 4 No. 8 Wood and Topping Screw Fastener Location Tables — Series 1000 Single Hung Full and Half Radius Head Windows Series 1000 Hot( Radius end Full Radius Wad SN Windows Moduar Cell Suck Width and Height No.4 Wood Screw locations 81z• Width Fullcall Radius) Height Ralf Radius) EhIEs a Eb It lS U installation No. 2024 23 12 28 25132 30 2302 4 1 12 3 718 12 118 3 2030 23 12 36 25/32 3823132 4 1 12 3 718 16 118 3 2038 23 12 4425132 4623132 4 1 12 3 718 20 118 3 2040 23 12 4825132 5023132 4 1 12 3 718 22 118 3 2044 123 12 52 25/32 5423132 4 1 12 3 718 24 118 3 2050 23 12 60 25/32 6223132 4 1 12 3 718 29 31B 50 518 2 2060 23 12 71 71 4 1 12 3 7B 29 318 54 518 2 2424 27 12 29 3A2 31 13/32 4 1 12 3718 12 118 3 2430 27 12 37 3/32 3913132 4 1 12 3718 16 1/8 3 2438 27 12 45 3/32 4713132 4 1 12 3718 20 118 3 2440 27 12 49 3/32 51 13132 4 1 12 3 7B 22 118 3 2444 27 12 53 3/32 5513132 4 1 12 3 7B 24 118 3 2450 27 12 61 3*2 6313/32 4 1 12 3 718 29 318 50518 2 2460 27 12 71 71 4 1 12 3718 29 318 54518 2 2824 31 12 29 7/16 32 1116 4 1 12 3718 12 118 3 2830 31 12 37 7116 40 1/16 4 1 12 3718 16 1/8 3 2838 31 12 45 7116 48 1116 4 1 12 3718 20 1B 3 2840 31 12 49 7116 52 1116 4 1 12 3718 22 118 3 2844 31 12 53 7116 56 1/16 4 1 12 3718 24 11$ 3 2850 131 12 61 7116 64 1116 4 1 12 3 7B 29 318 50 518 2 2860 31 12 71 71 4 1 12 3718 29 318 1 54 518 1 2 3024 35 12 2925132 3223132 4 1 12 3718 12 118 3 3030 35 12 37 25132 4023132 4 1 12 3716 16 118 3 3038 35 12 45 2SC32 4823132 4 1 12 3 7B 20 118 3 3040 35 12 49 2SM2 5223132 4 1112 3718 22 118 3 3044 35 12 53 25/32 5623132 4 1 12 3 7B 24 118 3 3050 35 12 61 25/32 6423132 4 1 12 3 7B 29 3B 50 SB 2 3060 135 12 71 71 4 1 12 3718 29 318 54 518 2 3424 39 12 30 3/32 3313132 4 1 12 3718 12 118 3 3430 39 12 38 3/32 41 13132 4 1 12 3 7B 16 118 3 3438 39 12 46 3/32 4913132 4 1 12 3 7B 20 118 3 3440 39 12 50 3/32 5313132 4 1 12 3 7B 22 118 3 3444 39 12 54 3132 5713132 4 1 12 3 7B 26 118 3 3450 39 12 62 3/32 6513132 4 1 12 3718 29 318 50 518 2 3460 39 12 71 71 4 1 12 3718 29 318 54518 2 3824 43 12 30 7116 34 1116 4 1 12 3718 12 118 3 3830 43 12 38 7/16 42 1/16 4 112 37B 16 118 3 3838 43 12 46 7116 50 1116 4 1 12 3 7B 20 118 3 3840 43 12 50 7116 54 1116 4 1 12 3718 22 118 3 3844 43 12 54 7/16 58 1116 4 112 3718 26 1/8 3 3850 43 12 62 7/16 66 1116 4 1 12 3718 29 318 50 SB 2 3860 43 12 71 71 4 1 12 3718 29 3B 54 SB 2 4024 47 12 30 25/32 34 23/32 4 1 12 3718 12 118 3 4030 47 12 3825132 42 23*2 4 1 12 3 718 16 118 3 4038 47 12 46 2SA2 5023132 4 1 12 3 718 20 1B 3 4040 47 12 5025132 54 23/32 4 1 12 3 718 22 118 3 4044 47 12 54 25/32 58 23/32 4 1 12 3 718 26 118 3 4050 a7 12 62 2SB2 66 23/32 a 1 12 3718 29 3/850 SB 2 4060 47 12 71 71 4 1 12 3 718 29 318 54 518 2 Sorts 1000 Ralf Radlusand Full Radius Wed SN Windows Buck Width and WI ht No. S Wood Screw locations Commodity Call size Width Height Full Radius) Height Nell Radius) ENb El Eb 11 k3 a installation No. 12 18 118 2513116 27 5/16 4 1 12 3 718 10 718 3 13 18 118 38 Y16 3911/16 4 112 3718 20 114 3 14 18 11131 50 7/16 5115/16 4 112 37/8 23 114 3 145 18 118 56 1/16 57 9116 4 1 12 3 718 26 3 15 18 118 62 13116 64 5116 4 1 12 3 718 29 318 50 518 2 16 18 1B 71 71 4 1 12 3718 29 318 54 SB 2 1 H2 25 12 26 7116 28 9116 4 1 12 3718 10 718 3 1 H3 25 12 38 13/16 4015116 4 1 12 3 718 120 114 3 11-14 25 12 51 1/16 53 3116 4 112 3718 23 1/4 3 1H45 25 12 5611116 5813/16 4 112 3718 26 112 3 1 HS 25 12 63 7/16 65 9116 4 1112 3718 29 318 50 518 2 1 HS 25 12 71 71 4 1112 3718 29 3B 54 518 2 3H2 29 12 26 73196 2911148 4 1 12 3718 10 718 3 3H3 29 12 3913096 4129148 4 1 12 3718 20 114 3 31-14 29 12 5137196 5341148 4 1 12 3718 23 114 3 3H45 29 1Q 57 1196 59 23/48 4 1 12 3 718 27 3 3HS 29 12 63 73M 6611/48 4 1 12 3718 29 308 50 518 2 31-46 29 12 71 71 4 1 12 3718 29 318 54 5/8 2 22 36 27 5116 30 5116 4 1 12 3718 10 718 3 23 36 3911116 4211/16 4 112 3718 20 114 3 24 36 51 15116 5415116 4 1 12 3 7B 23 114 3 245 36 57 9/16 60 9116 4 1 12 3 7B 28 3 25 36 64 5116 67 5/16 4 1 12 3718 29 3B 51 518 2 26 36 71 71 4 1112 3718 29 3111 4 518 2 482 47 28 7132 32 5/32 4 1 12 3 7B 10 718 3 483 47 40 1982 4417132 4 1112 3 718 120 114 3 484 47 5227132 56 25/32 4 1 12 3718 24 114 3 4845 47 5015/32 6213/32 4 1112 3718 29 US 3 485 47 65 7132 69 S/32 4 1 12 3718 29 318 54518 2 486 47 71 71 4 1 12 3718 29 318 54518 2 32 52 118 2821132 33 4 1 12 3 7B 10 718 3 33 52 118 41 1/32 4512/32 4 1 112 37B 20 1/4 3 34 52 118 53 9132 57 20r32 4 1 12 3 7B 25 114 3 345 52 118 5829132 63 8132 4 1 12 2718 29 3B 48 2 35 52 118 6521132 70 4 1 12 3718 29 3B 54 518 2 36 52 118 71 71 4 1 1112 1 3 718 129 318 1 54 518 12 1) All dimensions shown taken from the buck width or height of the window frame. 2) Based on the Milestone Series No. and size of the window to be installed. enter the correct table above to determine the locations of the No 8 Wood or Tapping Screws based on either Installation No. 2 or No. 3 illustrations on Sheet 2. The applicable installation illustration is noted in the table. The full radius head frame is shown. but illustrations also applicable to half radius head window (see elevation for edge distances at frame head (Et). 3) Install the No. 8 Wood or Tapping Screws at the locations shown in the table. Tolerance is +/— 1'. 4) An installation fastener is required at the centerline of the head and sill for all window sizes. See Sheet 2 for Fastener Installation Illustrations showing locations of fastener spacing dimensions Et, Eb, Eh, Es, L1, L2, L3 and centerline of head/sill requirements shown in the tables above. wta 3/Sz/07 Sole: MI5 Ors" W. &% t7iedlad 1117: JN Drawing No. FLEX22320 Sheet 3 of 4 No. 8 Wood and Tapping Screw Fastener Location Tables — Series 2000 Single Hung Full and Holf Radius Head Windows Solos 20M Half Radius sad Full Radius Wad SN Windows Modular GIIr3l Buck Width and WI ht No. I Wood Screw Lmadorrs Slzo WISM Full Wdl WIOM Wlf Rsdl EN6 El m L1 LS L2 Installation No. 2024 282502 3023132 4 2 4 12 12 3 2030 36 25132 3823132 4 2 4112 1512 3 2038 44 251d2 4623132 4 2 4112 1912 3 2040 482s/d2 5023/32 4 2 41R 211/2 3 20" 5225132 5423132 4 2 41R 231/2 3 2050 60 25*2 62 23132 4 2 4112 29 314 41 2 2060 23 12 1 71 71 4 2 4112 29 3/4 45 2 2424 27 12 29 3132 3113132 4 2 4112 12 3 2430 27 12 37 3B2 3913132 4 2 41/2 1512 3 2438 27 12 45 3/32 4713/32 4 2 412 1912 3 2440 27 12 49 3132 5113/32 4 2 412 2112 3 2444 27 12 53 3132 551382 4 2 412 2312 3 2450 27 112 61 3132 6313132 4 2 4 12 29 314 41 2 2460 27 12 71 71 4 2 1 4112 29 314 45 2 2824 31 12 29 7116 32 1116 4 2 4 12 12 3 2830 31 IQ 1 37 7116 40 1/16 4 2 4112151R 3 2838 31 12 45 7/16 48 1/16 4 2 4112 1912 3 2840 31 12 49 7116 52 1/16 4 2 41122112 3 2844 31 112 53 7/16 56 1/16 4 2 4112 2412 3 2850 31 12 61 7/16 64 1116 4 2 412 29 314 41 2 2860 31 12 71 71 4 2 412 29 3/4 45 2 3024 35 1R 29 25/32 32 23/32 4 2 4112 12 3 3030 35 112 3725132 4023r32 4 2 412 151/2 3 3038 35 12 4525412 4823132 4 2 4 12 19 12 3 3040 35 112 4925132 5223132 4 2 4 12 21 1R 3 30" 35 12 5325412 56 2362 4 2 4 12 2512 3 3050 35 12 61 25/32 6423132 4 2 4 12 29 V4 41 2 3060 35 112 71 71 4 2 41rz 29314 45 2 3424 39 12 30 3132 3313132 4 2 412 12 3 3430 39 12 38 3132 4113/32 4 2 412 151/2 3 3438 39 12 46 3132 491382 4 2 412 191R 3 3440 39 1R 50 3132 5313/32 4 2 412 2112 3 3444 39 1R 54 3/32 5713032 4 2 412 2512 3 3450 39 12 62 3132 651382 4 2 4 112 29 314 41 2 3460 39 12 71 71 4 2 4112 29 314 45 2 3824 43 112 30 7116 34 1/16 4 2 4112 12 3 3830 43 1R 38 7/16 42 1/16 4 2 412 1512 3 3838 43 12 46 7116 50 1/16 4 2 1 4112 1912 3 3840 43 12 50 7/16 54 1116 4 2 412 2212 3 3844 43 12 54 7/16 58 1116 4 2 412 2612 3 3850 43 12 62 7116 66 1/16 4 2 4112 29 314 41 2 3860 43 12 71 71 4 2 41R 293(4 45 2 4024 47 12 30 25/32 3423132 4 2 4112 12 3 4030 47 12 3825132 4223132 4 2 4 12 151rz 3 4038 47 12 46 25132 1 50 23/32 4 2 4 12 191R 3 4040 47 12 50 25/32 5423132 4 2 4 12 22 12 3 4044 47 12 54 25/32 58 23/32 4 2 4 12 2612 3 4050 47 1R 6225132 6623132 4 2 4 1R 29 3/4 41 2 4060 47 12 71 1 71 14 2 a 12 29 3/4 45 2 Sods* 2000 WII Radius and Fun Radius Wad SN Windows Beek WIM end WI M No. S Wood Screw Locations Width WIOM NI Rsdl WIpM pall Radl ENES Et Eb L1 L2 L2 installation He 18 1B 2513M6 27 5116 4 2 4112 1012 3 18 1B 38 Y16 3911/16 4 2 41/2 17 3 18 1B 50 7/16 5115116 4 2 4112 23 3 18 1B 56 1116 57 9/16 4 2 4112 26 3R1H3181B8213/16 64 5/16 4 2 41R 293/4 45 2 18 1B 71 71 4 2 412 293/4 57 2 25 1R 26 7/16 28 9/16 4 2 41R 1012 3 25 1R 38IY16 4015n6 4 2 412 17 3 25 1R 51 1116 53 Y16 4 2 412 23 3 25 12 5611/16 5813/16 4 2 412 27 3 25 1R 63 7/16 65 9116 4 2 41rz 293/4 45 2 25 12 71 71 4 2 4112 293/4 57 2 3H2 29 1R 2673196 2911/48 4 2 4 1R 10112 3 31-13 29 12 3913196 4129M$ 4 2 412 17 3 31-14 29 12 5137196 6341148 4 2 4112 23 3 3H45 29 12 57 1196 5923140 4 2 412 271R 3 31-15 29 12 6373196 6611148 4 2 4112 29 3M 45 2 31-16 29 12 71 71 4 2 4112 29 3/4 57 2 22 36 27 5/16 30 5(16 4 2 412 1012 3 23 36 3911/16 4211/18 4 2 412 17 3 24 38 5115116 5415/16 4 2 4112 23 3 245 36 57 9/16 60 9116 4 2 4112 28 IQ 3 25 36 64 5/16 67 5M6 4 2 4112 293M 45 2 26 36 71 71 4 2 4 12 29 3/4 57 2 482 47 28 7/32 32 542 a 2 412 101R 3 483 47 4019132 4417/32 4 2 412 17 3 484 47 5227132 56 25132 4 2 4 12 25 3 4 445 47 5815132 6213132 4 2 4 12 29314 3 485 47 65 7/32 69 5432 4 2 4112 29 314 45 2 86 47 71 71 4 2 4 12 29 314 57 2 2 52 1B 2821132 33 4 2 412 1012 3 3 52 1B 41 1132 4512132 4 2 4112 17 3 4E345 52 118 53 9B2 5720132 4 2 4112 251R 3 52 1B 5829132 63 8B2 4 2 41R 293/4 45 1 5 52 1B 6521/d2 70 4 2 4 12 293/4 45 2 6 52 1B 71 71 a z a 12 293/4 1 57 1 1 z 1) All dimensions shown taken from the buck width or height of the window frame. 2) Based on the Milestone Series No. and size of the window to be installed. enter the correct table above to determine the locations of the No. 8 Wood or Tapping Screws based on either Installation No. 2 or No 3 illustrations on Sheet 2. The applicable installation illustration is noted in the table. The full radius head frame is shown. but illustrations also applicable to half radius head window (see elevation for edge distances at frame head (Et). 3) Install the No. 8 Wood or Tapping Screws at the locations shown in the table. Tolerance is +/— 1'. 4) An installation fastener is required at the centerline of the head and sill for all window sizes. I oate:3101107 IScaftN15 ogwn By. it% Cheesed or. M See Sheet 2 for Fastener Installation Illustrations showing locations of fastener spacing dimensions Drawing No. FLEX22320Et, Eb, Eh, Es, L1, L2, L3 and centerline of head/sill requirements shown in the tables above. Sheet 4 of 4 FloridA Building Code Online i> 6.4 k Page 2 of 3 PERMIT # -?-1 Date Validated 04 2009 Date P riding FBC Approval 11/11/2009 e App 12/09/2009 OFFICE summary roducts FL S IModel, Number or Name Description 5262.1 a. "Classic -Craft" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru' without Sidelltes. Inswing and Outswln Limits Use Certification Agency Certificate Ap ved for use in HVHZ: No FL5262 R2 C CAC 5262.1 NAMI Certs.Ddf proved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2011 Design Pressure: N/A Installation Instructions Other. See INST 5262.1-68 (6'8 Door Products), INST FL5262 R2 II INST 5262.1-68.Ddf 5262.1-80 (8'0 Door Products) and INST 5262-68M (6'8 FL5262 R2 I1 INST 5262.1-80.Ddf Door Products Direct to Masonry) for Installation FL5262 RZ H INST 5262-68M.Ddf Instructions. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5262 R2 AE EVAL 5262.1-68.odf FL5262 _R2 _AE EVAL 5262.1-80.odf 5262-68M.DdfFL5262R2AEEVAL Created by Independent Third Party: Yes 5262.2 b. "Construction Series" and 6/8 Opaque Steel Door with and without Sidelltes. Benchmark by Then-na-Tru" Inswing and Outswln Limits of Use Certfflcatlon Agency Certificate Approved for use In HVHZ: No FL5262 R2 C CAC 5262.2 NAMI Certs.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2011 Design Pressure: N/A Installation Instructions Other: See INST 5262.2-68 (6'8 Door Products) and FL5262 R2 II INST 5262.2-68.Ddf INST 5262-68M (6'8 Door Products Direct to Masonry) FL5262 R2 II INST 5262-68M.odf or Installation instructions. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5262 R2 AE EVAL 5262.2-68.Ddf FL5262 R2 AE EVAL 5262-68M.odt Created by Independent Third Party: Yes 5262.3 c. 'Fiber -Classic" and 'Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and1byTherma-Tru" without Sidelltes. Inswing and Outswin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5262 RZ C CAC 5262.3 NAMI Certs.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant- No 12/31/2011 Design Pressure: N/A Installation Instructions Other: See INST 5262.3-68 (6'8 Door Products), INST FL5262 R2 1I INST 5262.3-68.odf 5262.3-80 (8'0 Door Products) and INST 5262-68M (6'8 FL5262 R2 11 INST 5262.3-80.00f Door Products Direct to Masonry) for Installation FL5262 R2 II INST 5262-68M.Ddf Instructions. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5262 R2 AE EVAL 5262.3-68.Ddf FL5262 R2 AE EVAL 5262.3-80.Ddf FL5262 R2 AE EVAL 5262-68M.Ddf Created by Independent Third Party: Yes 5262.4 d. "Premium Series' and 6/8 and 8/0 Opaque and Glazed Steel Door with and tl6pR+arlc-t+ .. earns: Tfu"...-._.. 16h@Yt-SideliteSrlRSwIR -and-OUt6w1 Limits of Use-, Approved for use In HVHZ: No Certification- Agency FL5262 R2 C CAC 5262.4 NAMI Certs.Ddf Approved for use outside7HVHZe-Yes • ' Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2011 Design Pressure: N/A Installation Instructions Other. See INST 5262.4-68 (6'8 Door Products), INST FL5262 R2 11 INST 5262.4-68.Ddf 5262.4-80 (8'0 Door Products) and INST 5262-68M (6'8 FL5262 R2 II INST 5262.4-80.Ddf Door Products Direct to Masonry) for Installation FL5262 R2 II INST 5262-68M.Ddf Instructions. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5262 R2 AE EVAL 5262.4-68.Ddf FL5262 R2 AE EVAL 5262.4-80.odf FL5262 R2 AE EVAL 5262-68M.Ddf Created by Independent Third Pait : Yes I,tt»-/Aznsn» flnriAaV%vi;IAinn nrn/»r/»r o»» Atl A Tl7ni7llat 4/7o/7n10 THERMAITRU ( 81 THERMA TRU DOORS I IS INOYYT"uL OR.. C' OG("TON. ON 43S 1 7 Classic -Craft" and "Benchmark by Therma-Tru" 6'8" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1. This product anchoring drawing has been developed in compliance with the 2007 Roddo luddi g Code IFBC) excluding the lfgh Velocity Hurricane lone'. See the Cedificalion Agency Certificate for sizes. specifications and ratings. Z Product anchors shag be as fisted and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing, stucco. foam, brick and other wall covernsgs. 3. Wood screws shag be installed following irutollalion instructions of ANSI/ AF&PA NDS 2005. All other fastener types to be installed following fastener manufocluer's Installation Instructions. 4. Fastener embedment depths. edge datonces and center -center distances shag be as specified by the fastener manufacturer but In no instance shag they be less than shown in this drawing. 5. Where shims are used, they must be o ligid / sMP motedol that compl es with the requirements of the 2007 FBC. 6. Positive and negative design pressure requirements for use with this drawing shag be determined by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis, TASLE OF CONTENTS SHEET/ DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Duck anchaisg 3 tame anchomsg 4 Rome anchoring & bill of materials 5 Horbwlal & va" cross sections 6 I vertical cross sections s6 I 105- V MAX OVERALL FRAME WIDTH Fr 2 3 5 S 5 I 1 1 1 6 6 6 6 6 6 DOUBLE W/ Storms oxxO MAX DESIGN PRESSURE 47.0 -47.0 37.SV MAX. OVERALL WIDTH 1 1 1 1 00 Lj Ai SINGLE x MAX DESIGN PRESSURE 77.0 -77.0 74-V MAX. OVERALL WIDTH 1 2 3 S 5 5 DOUBLE XX MAX DESIGN PRESSURE 47.0 -47.0 6W MAX or SINGLE W/ SIOEUTES Oxo MAX DESIGN PRESSURE 47.0 -47.0 rOCK HARDWARE AUG & SERIES Q KWWSIT 700 $Emu LATCH KWWSET 700 SERFS DEADROIi 53M MAX. OVERALL WIDTH SINGLE W/SIDOJM Ox MAX DESIGN PRESSURE 47.0 -47.0 W& OT a NR. er LF5 3: ROrNO RILL: C Fir-5262. t -68 u IERT OI N 0 MASONRY OPENING 12X BUCK 4" 4" 4" 1-- 4" II II I. III Q II II Q II 4 II SHOWNNFOR Q N MASONRY%I TYP. I I REFERENCE Q SHOWN FOR 1 I OPENING HEAD Q REFERENCE II do JAMBS Q I I SEE NOTE 1 II II i II m 2X BUCK II o II I I IA ASTRAGAL I I II SHOWN FOR II orz I I Q Q REFERENCE II Q II II II DOUBLE BUCK Q II G II W/SIDELITES ANCHORING jn O c x II `MULUON ' II MUWON SHOWN FOR IMASONRY SHOWN FOR I I4 TYP I I REFERENCE OPENING TYP I I REFERENCE I I HEAD II HEAD II II =fib v do JAMBS do JAMBS I I E 8 SEE NOTE 1 SEE NOTE I II m 2X BUCK II II C a II II I MUWON SHOWN FOR I I 66 I I REFERENCE I I cdo II II II LSINGLE SIDELITE SINGLE W/SIDELfTES m BUCK ANCHORING BUCK ANCHORING NOTES: J a 1. 1/4' 6co Concrete screws anchoring 2x buck require o u minimum 1"clean7nce to masonry edges. a l-1/4"minimum 4 MASONRY TYP. HEAD OPENINGembedment and a minlmum 4" cleoronce to adjacent concrete screws. Substitution of equal concrete screws from a different have distance 4 MASONRY OPENING TYP. HEAD JAMBS supplier may different edge and JAMBS SEE NOTE 1 Q SHOWN R center distance requirements. Concrete screw locations at the comers, at muXon locations, and locations may be 1 Q REFERENCE of ashogal 2X BUCK II adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as " AX. ON CENTER" z Q must be adjusted to maintain the minimum edge distance to 2X BUCK Q W mortar Joints, odds fonal concrete screws may be required to o vcrensurethemaximumoncenterdimensionsnotexceeded. II Q O1 z c2 2X buck min. S.G. .10.55. u W. fir. OT m we W. LFS n= r.rc rra 0 FL- 5262.1-68 °a HaT 2 or 8 0 D' 'E• C• 3' I _ MULLION II SHOWN FOR REFERENCE A W/2X BUCK INSTALLATION O fl W/1X BUCK INSTALLATION TYP. HEAD R JAMBS SEE NOTE 1 SEE NOTE 1 16r1iii iii c' ro• " VIEW C"- CSINGLE DOOR W/SIDEIJTES Wb IN 1 PAIRS TYP. TYP. yt O 3• — I a In yr Yh = OV W NW xxiss O In4, 2 SEEDETAIL ' 4' o SEEVi - W a n DETAIL N EE OT oTE1 1 Ic VIEW E'- E' NEW b•-•D• QDom r/ MOM oo M"D rASlOMMW /.w OW. ALL Smrsm m own .wire rnroroncrs) NOTES: 1. 1/4" ITYV concrete screws anchoring frame and/or sU require a minimum 2-1/2' clearance to masonry edges, a I-1/4' minimum embedment and a mirdmum 3• clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirement. Concrete screw locations at The comers, and of mullion locations, may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as MAX. ON CENT"' must be adjusted to maintain the minimum edge distance to morfar joints, additional concrete screws may be required to ensure the maIdmum on center dimension is not exceeded. 2. 3/16" M concrete screws anchoring frame and/or sill require a minimum 2-5/8' clearance to masonry edges, a 1-1/4'minimum embedment and a mWmum 2-1/4' clearance to ccgdmnt concrete screws unless otherwise noted by concrete screw manufacturer. 3. The sidelite is direct set into the jamb with (12j B8 x 2 pfh. wood screws. There are (4) of each vertical jamb, tram the top down at 13.5' 31' 48.5" d 66". There are (2( at the header of 4" from the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. 1& 4. For optional sideGte construction with staples. slde6te Is direct set Into the jamb with (4) % X t?/,' 16 ga. staples along each jamb (6" Imrm ends and equally spaced thereafter/. SHOWN FOR _ p REFERENCE. 0/ 2X BUCK INSTALLATION EMI/ 1X BUCK INSTALLATION TYP. HEAD h JAMBS SEE NOTE 1 SEE NOTE 1 b' A' SINGLE DOOR W/SIDELfTE In vi 9• A• Io A IN AL A ON 9 W/1X BUCK - INSTALLATIONTYP. HEAD h W JAMBS O V SEE NOTE 1 - vZ o SEE NOTE 1 16 SEE - SEE S 11 DETAIL ' 1 DETAIL 2' 9' A' VIEW ' B'- 9' SINGLE DOOR VIEW A'- A' W/ 2X BUCK 2 INSTALLATION W/ 1X BUCK lI INSTALLATION SEE NOTE 2 DETAIL 2• W/ 2X BUCK 2 INSTALLATION W/ 1X BUCK INSTALLATION 12 1 C SEE NOTE 1 1 DETAIL " I' 1 00' L046aw N.T.S. rrc rr OT m' we er LFS ; Awe w.: 0 R.- 5262.1-68 °a Mu - L or 6 Q VIEW C'- C' IN W"e° N 6' PAIJR"C of 'A" u 3. 6TM33--II 6" _ t I SEE NOTE.307, A W/2X BUCK SEE DETAIL T a e o Ali SHEET 3Q EE DETAIL 3" INSTALLATION oo "3. 1 W/2X BUCK A a •: g 4 Q y W/1X BUCK a'V' _ _ W (INSTALLATION i o df INSTALLATION W a- = ig i — IY W/1 X BUCK 9 0 5 ASTRAGAL) u MULLION TYP. HEAD Nv> x A J"INSTALLATION - s g JAMBS N SHOWN FOR HEAD S O o SHOWN FOR Q SHOWN FOR SEE NOTE 1 _ REFERENCE 1 JAMS _ 2 REFERENCE Q REFERENCE SHEET 3 = J- ONLY 1 SEE NOTE 1 S ONLY Q 1 SHEET 3 Q SEE NOTE SHEET 3 1 — DETAIL S4" — SEE NOTE 1 1 SEE NOTE 1— p 16 Q SHEET 3 1 SHEET 3 SEE 5 U 16 — W _ = c \ — 16 G 16 — DETAIL c \ QEE Q SHEETs 1 s 12 NOTE 31 L E' DOUBLE DOOR W/SIDELITES 1 A" Gi VIEW E'-EDOUBLE DOOR VIEW Qyam W/ OMOW OWWWAnv FASMAn 0131I.10 MP. ALL Vane TO WOR 4W cv44=06) W/2X BUCK 2 INSTALLATION Item DESCRIPTION Material A 0 x 2-1 2 PFH WOOD SCREW STEEL B 0 X 1-3 4 PFH WOOD SCREW STEEL C 0 X 1 PFH WOOD SCREW STEEL 1 0 x 3 4 LG. PFH WOOD SCREW Hine to Frame t!14STEEL0 x 2 I.G. PFH WOOD SCREW STEEL 3 x 2-1 2 LG. PFH WOOD SCREW STEEL 4 x 2-3 4 PFH ELCO CONCRETE SCREW STEEL 5 1 4 x 1-3 4 ITW PFH CONCRETE SCREW STEEL 9 1 4 x 3-3 4 ITW PFH CONCRETE SCREW STEEL 11 3 16 x 3-1 4" ITW PFH CONCRETE SCREW STEEL 12 1 4 x 3-1 4 ITW PFH CONCRETE SCREW STEEL 13 MASONRY — 3 192 PSI MIN. CONCRETE CONFORMING TO AC( 301 OR HOLL(SW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4 X —1/4' PFH ITTN CONCRETE SCREW TE L 20 HEADER JAMB 4.656 X 1.25 THERMA—TRU SUGAR PINE SG >= 0.34 WOOD 21 3 4 THK. PRESSURE TREATED SIDELITE PAD WOOD 30 1 2 X 1 X 25 GA CORRUGATED FASTENER STEEL W/1X BUCK INSTALLATION 12 1 C SEE NOTE 1 W/2X BUCK SHEET 3 INSTALLATION 3 1 W/ 1X BUCK 11 O DETAIL ' 1' INSTALLATION SEE NOTE 2 SHEET 3 DETAIL 3' B ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. 1 • C 1 ML N. T.S. i W¢ W. pT a W. or. LFS a•WM N0. a 0 FL- 5262. 1-68 °a ctr _L OF i G 2.1 /2' MIN. FROM 2.1 /T MIN. FROM 13 MASONRY EDGE MASONRY EDGE — TYP) (TYP.) F ix eucK U 9 INTERIOR EXTERIOR 1 HEAD JAMB S To IxYA>buck Inswing shown INTERIOR 2 HEAD JAMB S bwu shown R EXTERIORi 70 A 2SMAX. SPACE I.IS MIN. 11 EMII. 1.25 MIN. DAB. TYP. 4 VERUCAL SIDE JAMB S j To 2x sub -buckInswingshown Z m i Zom 0 EXTERIOR INTERIOR EXTERIOR MIN. FROM MASONRY EDGE TIYP.) 1' MIN. FROM MASONRY EDGE — TYP.) INTERIOR EXTERIOR 3 HEAD JAMB S Thwk,g sFawnslpwn f0.17MIN. CSINK 0.25 MAX. SFUM SPACE I.IS' MIN, EMB. 5 VENCAL SIDE JAMB S To wood home hawing shown cmm N.T.S. ma er. pT m WL er. LFS ; FAWM _ a 0 FL-5262.1-68 °a KV J, OF _fL O 2-1 /T MIN. FROM 2-1 /T MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) (TYP.) 1 VERTICAL CROSS SECTION 6 Inswing configuration 1tfr3l JJ / 2.1/2' MIN. FROM 2-1/2" MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) (TYP-1 4 VERTICAL CROSS SECTION 6 Inswing configwotion 2.1 /T MIN. FROM 2-1 /2- MIN. FROM f MASONRY EDGE MASONRY EDGE TYP.) (TYP.) 2 VERTICAL CROSS SECTION 6 OulswhV configuration 2-1/2- MIN FROM 2-1/TMIN. FROM F MASONRY EDGE — — MASONRY EDGE + rvP.) Pp.) rS"\ VER17CALCROSS SECTION 6 Ouhwing configmnon VON N 2- 1/ 2' MIN, FROM 2-1/Z' MIN. FROM ff MASONRY EDGE MASONRY EDGE TYP.) (TYP.) 3 VERTICAL CROSS SECTION 6 EXTERIOR INTERIOR 2-1/ TMIN. FROM 2- 1 /T MIN. FROM MASONRY EDGE MASONRY EDGE n'P.1 ( TYP.) 6 VERTICAL CROSS SECTION 6 Ouhwing configuration W- ur. OT m wL Or: LFS ; iamc W- P FL-5262. 1- 68 °a wu-a- o e. SEMINOLE COUNTY PRODUCT APPROVAL PERMIT APPLICATION INFORMATION IT IS THE APPLICANT'S EXCLUSIVE RESPONSIBILITY TO VERIFY THAT SPECIFIC PRODUCTS HAVE BEEN INSTALLED IN ACCORDANCE WITH THEIR LIMITATIONS (FOR EXTERIOR: WINDOWS, DOORS, GARAGE DOORS, SKYLIGHTS AND SHUTTER SYSTEMS NEED TO MEET THE MINIMUM REQUIRED DESIGN PRESSURES FOR THE PROJECT). SPECIFIC COMPLIANCE WILL BE VERFIED DURING FIELD INSPECTIONS. TYPE MANUFACTURER EXTERIOR DOORS SWINGING / a MODEL # / SERIES FG I oo O o RESERVED FOR PLANS EXAMINER USE FLORIDA APPROVAL # INCLUDE DECIMAL IF APPLICABLE Ac — AL't- FLORIDA APPROVAL pdf FILE # IF APPLICABLE MIAMI / DADE N.O.A. IF APPLICABLE u CL ,l02 / SLIDING OVERHEAD O OTHER WINDOWS SINGLE HUNG ri a y%i ler n nC 555 o p DOUBLE HUNG 77HORIZONTAL ROLLING CASEMENT FIXED SKYLIGHT OTHER SOFFITS SOFFITS i k4.ue-4,1LrOi 777 2 of 3 TYPE MANUFACTURER RESERVED FOR FLORIDA APPROVAL # FLORIDA APPROVAL MIAMI / DADE MODEL # / SERIES PLANS EXAMINER (INCLUDE DECIMAL) pdf FILE # N.O.A. USE IF APPLICABLE IF APPLICABLE IF APPLICABLE ROOFING SHINGLES 04r plea 1- — 123 METAL TILE OTHER iSHUTTERS ROLL -UP PANELS PLYWOOD CHECK HERE IF THIS METHOD IS CHOSEN OTHER STRUCTURAL• SINGLE HUNG HURRICANE ANCHORS Stir. v!'o AJ u.tt° SPECIFY MANUFACTURERS) w ENGINEERED LUMBER LINTELS C&M t PER. A c/ 1/ 8} INSULATION FORMS C I S OTHER P J/ / a — CONTRACTOR or OWNERICONTRACTOR SIGNATURE: DATE: 2-Jla - o20lO THE FOLLOWING ALTERNATIVES ARE ACCEPTABLE THE PROPOSED PRODUCTS DO NOT HAVE VOLUNTARY STATE APPROVAL OR SEMINOLE COUNTY ACCEPTANCE: Copy of product approval/testing information and copy, of listing -or- report from a Product Certification Agency approved by the Florida Building Commission for each different covered product. Approved product certification agencies are shown at www.floridabuildin-Q.org click on the product approval button, then click on the organization search tab). Copy of product approval/testing information from a Florida Building Commission approved Product Evaluation Entity or Product Testing Laboratory and documentation showing the manufacturer has a Florida Building Commission approved Quality Assurance Agency on retainer. Submittals are required for each different covered product. Approved Product Evaluation Entities, Product Testing Laboratories and Quality Assurance Agencies are shown on the above referenced website (click on the product approval button, then click on the organization search tab). 3 of 3