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Home My WebLink About115 Calabria Springs Cove - BR03-001496 - SFH (A)PERMIT ADDRESS AL CONTRACTOR GoI- `` itlY 19; [91,16i C2,4111tUT I0 a:7 PROPERTY OWNER PHONE NUMBER rl ELECTRICAL CONTRACTOR -9 `.-& -6 MECHANICAL CONTRACTOR , 4 PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # - vw PERMIT DESCRIPTIi PERMIT VALUATIO SQUARE FOOTAGE 0 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 115 CALABRIA SPRINGS COVE for which permit 03-00001496 has heretofore been issued on 4/08/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electricijl, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled 0 L l ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: FIRE: Inspected Sewer Lines In Sewer Tap Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Signs Street Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 01-PLANS - EXTRA SETS 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAID DATE APPROVAL DATE AMOUNT 4/16/03 4/14/03 5/20/03 4/16/03 4/14/03 4/14/03 4/14/03 4/14/03 10.00 10.00 10.00 10.00 39.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 115 CALABRIA SPRINGS COVE for which permit 03-00001496 has heretofore been issued on 4/08/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 4/14/03 279.61 4/14/03 91.93 4/14/03 15.70 4/14/03 847.00 4/14/03 15.70 4/14/03 1384.00 4/14/03 650.00 4/14/03 1700.00 rsu ' • • ° •L OWNER -BUILDING OFFICIAL D; Fema Rec'd Slab Rec'd Inspector App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE"'"' DATE - PERMIT • i1 ADDRESS SUBDIVISIO4 a7 CONTRACTORJbi The Building Division has received a request for a final inspection and aCertificateofOccupancyfortheabovereferencedaddress. We would appreciateafinalinspectionofthesitebyyourdepartment. Approval by your departmentwouldresultinagrantingaC.O. for the address. If you have any issues that thecontractorwillneedtoaddress, please submit a statement for denial of C.O. or aconditionalagreementtobeattachedtotheC.O. Thank.you for your cooperation. BjGYjo_ Engineering 'W Public Works Utilities Conditions: (to be completed only if approval is conditional) fJL-•d Ykk() --,I-,A LL3- N0 9 A W-D C-OKA L-4. 7 1- Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788,8808 - 407.788.8762 (fax) August 7, 2003 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 30 Calabria Cove 115 Calabria Springs Cove To Whom It May Concern, The finished floor elevation of the structure located at: 115 Calabria Springs Cove, Sanford, Florida Legal Description: Lot 30, "Calabria Cove", according to the Plat thereof, as recorded in Plat Book 60 At pages 8 through 10, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, r Herz & Associates Inc. V WilliamPLS Associate Vice President WAH/dd FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 2005 ELEVATION CERTIFICATE Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION I For Insurance Cariparly Use: BUILDING OWNER'S NAME Policy Number BEAZER HOMES, INC. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 115 CALABRIA SPRINGS COVE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 30,'CALABRIA COVE" PLAT BOOK 60, PAGES 8-10, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): f - ##' - ##.##" or ##.; ) NAD 1927 ® NAD 1983 USGS Quad Map ® Other. PLAT SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bl. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME W. STATE CITY OF SANFORD i 120294 1 SEMINOLE I Florida B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 136. FIRMINDEX DATE EFFECTIVEIREVISED DATE 138. FLOOD ZONE(S) gone AO, use depth of floods g) 12117CO E 04/17/95 4-17-95 X 47.0 B10. Indicate the source ofthe Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): _ 612. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number _ (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, AR/AO Complete Items C3: a4 below according to the building diagram specified in Item C2, State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum BFE ConversionlComments Elevation reference mark used ONSITE TBM Does the elevation reference mark used appear on the FIRM? Yes Z No o a) Top of bottom floor (including basement or enclosure) 61.5. _ft.(m) o b) Top of next higher floor NA . _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA. _ft.(m) o d) Attached garage (topof slab) 61.2. _ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 60.9. _ft.(m) o f) Lowest adjacent (finished) grade (LAG) 60,9 . o g) Highest adjacent (finished) grade (HAG) 60.9, o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) William A. Herx, PLS Florida Registered Land Surveyor No.3182 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. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME LICENSE NUMBER William A. Herx PLS 003182 TITLE COMPANY NAME Registered Land Surveyor Herx & Associates Inc. ADD S CITY STATE ZIP CODE 76 ADDS Altamonte Scrims Florida 32714 DATE // TELEPHONE 0407.788.8808 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (IndudkV Apt, Unit, Suile, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 115 CALABRIA SPRINGS COVE ` CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 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 NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. It the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For 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 SectionsA, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAAssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are conect to the best ofmy 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 an complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local 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 ZoneA (without a FEMA-issued orcommunitywissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER a. DATE PERMIT ISSUED a. 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 is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DA COMMENTS ft.(m) Datum: _ ft.(m) Datum: Check here ifattachments FEMA Form 81-31, January 2003 Replaces all previous editions P.C.O. Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping L I NE BEWNY Survey DISTANCE L I N 89'40'49'W 60.00' L 2 S 89°54'57"E 5.31' L 3 S 89°45'58"E 54.69' KAYWOOD REPLAT PLAT BOOK 30, PAGES 27 A 28 LOT 29 N UY•40 4Y W 4.40 CIL CALABRIA SPRINGS COVE 50' R/W) TRACT F PRIVATE ROAD AND UTILITY EASEMENT CITY OF SANFORD ADDRESS: 115 CALABRIA SPRINGS COVE LEGAL DESCRIPTION' Lot 30. ' CALABRIA COVE - occordrrg to the plot thereof as recorded in Plot Book 60. at pages 8 - 16 of the Pubk Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone W. occordng to the Flood hsfronce Rate Map Cournu ity Panel Number 120289 0040E.Doted 04117195. SETBACKS: Front 25' Rear 45' Side 7.5 ' Corner 25' P.C.I. Note: Beorngs shown hereon are referenced to the CIL of CALABRIA SPRMS COVE as being N 89'40'49"W. Vertical datum is based on NGVD per Engineering construction pans by Burkett Engineering. hc. Project No. 9709-3 1 Legend General Notes: Temporary Benchmark W offset 1. This is a BOUNDARY Survey performed in the field on D assumed datum) PB .B. OfficiallotBookecoros Book 2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back or sidewalk PC Point of Curvature subsurface/serfs/ encroachments, if any, were located. CA Centerline PCC. Pant of Compound Curvature 1Building ties shown are to the exterior unfinished loundatibn surface or lormboard. d CALL Central or (Delta) Angle Calculated P.C.P. Permanent Contra Point 4. Elevations shown hereon, it any, are assumed and were obtained from approved CB Chord Bearing PG. Page Construction plans provided by the Client unless otherwise noted, and are shown co Chord P.R. M Reference MonumentPropeneonlytodepicttheproposedoractualdifferenceinelevationrelativetotheassumedPCM. Concrete Monument PiL P.O.B. Property LineLine Point of Beginning temporary Benchmark shown hereon. EL. or ELEV Elevation P.O.C. Point of Commencement 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P 1. Point of Intersection Rights-ol-way of record whether depicted or not on this document. No search of the FD. Fin.Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature Public Records has been made by this office. I.P. Iron Pipe PT. Point of Ten enc9y 6. The legal description shown hereon is as furnished by client. I. R Iron Rod R Radius 7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RAD RES. Radial Line Residence e Denotes X"iron rod with yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business RAV Right-of-way X" iron rod with red plastic cap marked 'Witness Corner" unless otherwise noted. LS. Land Surveyor TOM Temporary Benchmark O Denotes P.C.P. (Permanent control point) Mee Measured Nail and Disk TYR TypicalN/O(N&D) Denotes Permanent Reference Monument N.R. Not Radial Fence symbol (see drawl X—X- Fence symbol (see drawing) Certillcation: Not valid without the signature and the original raised seal oraFlo I/ceased Surveyorand Mapper Drown by: CM This s ey meets the requirements o/the Flonda Mini - Technical Checked b y : OP Stanand a containedinChapter61G17-6Florida inistrativeCode Prepored For: BEAZER CERTIFIEDTO: DEEPAK A GEETA NARULA Job Number: 01-005 0? BEAZER MORTGAGE CORPORATION Seale : 1'- 40' NOMEBUILDERS TITLE SERVICES. INC. p or Ian erforwad: 03 06 03 IiamA. rx,P.LS.FloridaRegisferedlenAsu. 3182 LAWYERS TITLE INSURANCE CORPORATION FoundofionpSuform 04-24-OJ Dares L. Prtemienieckl, P. S. M. Registered Surveyor and Mapper No, 6030 F i n o 1 5 u r v e y : 04 - 24 - 03 03 William R. Herx, AS. M. Registered Surveyor and Mapper No. 6092 AUG 0 7 2oa_ Revisions u Herx 8 Associates Inc., State of FloridaLB 4937 Permit # : Job Address: _ f l J Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION tF lr Al j 4a 1, Date: 5-' / Io `03 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Electrical: New Service — # of 9MPS. Addition/Alteration Change of Service Tempor* Pole. Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy Caltr_ Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential : Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for oo,if r chan X) 1M, Parcel #:If3 (Attach Proof of Ownership & Legal Description) Owners Name & Address: e Phone: Contractor Name & Address: ATR TMAT"OT11. A. A Yr. rf%vn Phone & Fax: _ Bonding Company: Address. Mortgage Lender: Address: Architect/Engineer: Address: License Number G. D Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commeru:ed prior to dacissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 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: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable i?-ws r(,gk> atingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT Iht Y01J)< v1%`,'1NG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions a licable"to thispp p'y tha may our n the public records ofthiscounty, and there may be additional permits required from other govemmental entities such as,water ,orfient d' c , state a cics, or fcdC-nl agencies. Acceptance of permit is verification that I vM1 notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Flonda Date Owner/Agent is _ Personalh Known to Me or Produced ID APPLI(AI ION APPROVED I3Y. Bldg: Zoning Initial & Date) l;)iCiJI l.JnditiOn;: Initial & luir ents of nda Lie FS 713. qln-3 azure o oncactor/Agent Date f + (!- ' o RuSSU Prjnl Contractor Agent's Na p Signature of No_-v-State of Flonda Da e Contractor/AL:-.::; Pcrsonall, Known to Me or Produce" ..) Lt.:::e;. r (11>4ual & Dat: CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: - L , w Date: The undersigned hereby applies for a permit to install the following plumbing: Address of Job: Plumbing Contractor: Residential: _ Non-Residenti I By Signing this application I am stating that I am in compliance with Cit f Sanford PI ing Applicant's S%nature 3 / State License Number CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: D _ , q (—k Date: A 0 C The undersigned hereby applies for a permit to install the following electrical: Owner's Name: t _ CCA? (' Address of Job: 1 CS CC In L_V I ('k, SD 't f Y-1 l "1 k Q_ Electrical Conlractoc t (_ Residential: Non -Residential: Number Amount Addition, Alteration, Repair Residential & Non -Residential) New Residential:- AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Buildi Other: ion of Work: jApplication Fee: I 1 $10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature F_CcoofL2 (j- State License Number CITY OF SANFORD ENGINEERING PERMIT PERMIT No 03 •% , Tlris permit shall authorue work to be done in the City of Sanford based on the approved construction plans andlieinlormationprovidedbelow: Right -of Way Utilization .................. Driveway................. Applicant Namc eg7 Y- t rnes r,\, r Firm: Address: 15 N lea rn rt,- Phonc:33q—411(0ay) (Night) Project Location 'or Address: t7A. .=..... ,• .a-0 . _. .... Title of Approved Dovelopment Plans: Schedule of Work: from To Approval Date: filer gcncy'l epairs....... E] Prol)osed Activity: Driveway Installation.....Aerial Utilities ....... 0 Underground Utilities ....... 0OlpllCoreandJack ....... 0 Cutting of Roadway ....... Sidewalk Installation ....... 0Other ....... 0 Specific Description: ERcavation Information: Total Length (FT) Number of Open Roadway Cuts Aerial Information: Length (FT1 Number of Poles (Existing) (New) 00#9490 It is understood and agreed that the rights and privileges herein set out ate granted'only to the extent of the CityofSanford's jurisdiction and the right, title, or interest in the land to be entered and"used by the permittee. Thepermittceshallatalltimesassureallrisksofandindemnity, defend, save harmless the City of Sanford from and against all loss, cost, damage, or expense arising in any manner on account of the permit request by said permitteeOftheforesaidrightsandprivileges. In the event of any future construction of roadways, utilities, stormwater facilities,or any general maintenanceactivitiesbytheCitybecomesinconflictwiththeabovepermittedactivity, the permittee shall removo endforrelocateasnecessaryatnocosttotheCityofSanford, insofar as such facilities are within the public right-of- way. 'CALL THE PUBLIC WORKS DEPT. AT 330.5681 TO SCHEDULE A PRE -POUR INSPECTION APPLICANT SIGNATURE: _ DATE Reviewed: Public Works.-----_ Date Utilities---_ APPROVED f.rtc)incrrinu 0-6 InNaomi mailmommungingsisi Permit Number: 6 3 ! 1 l qr Prepared By Amy Condon, BEAZER HOMES and 215 N. Westmonte Drive Return To: Altamonte Springs, FL 32714 NOTICE OF COMMENCEMENT. State of Florida County of Seminole MARYNW WRIE, CLERK OF CIRCUIT COURT SEIIINOLE COUNTY BK 04766 PG 0807 CLERK' S * 2003655372 RECOM 04/WJ2M 114347 AM REMIN6 FEES 6. U RECORCIM BY M Nolden The undersigned hereby gives notice that improvements 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. 1. Description of property: Lot Number 3 c, Legal Description Calabria Cove, according to the plat thereof, as recorded in Plat Book 60 pages 8 - 10, of the public records of Seminole County, Florida. Street Address l i S, oe.1,-; +, r ,^ .• 2. General description of improvements: New single family residence 3. Owner Information: Name Beazer Homes Address 215 N. Westmonte Drive Altamonte Springs, FL 32714 Tel. Number 407-339-4114 4. Fee Simple TitleHolder: N/A 5. Contractor. 6, Surety: N/A 7. Lender: N/A Name Marcus L. Watters, Jr. Address 215 N. Westmonte Drive Altamonte Springs, FL 32714 Tel. Number 407-339-4114 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in713. 13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. Date Signed: Q3Signature of Owner's Agent, Amy Condon ter•,.-.+- _ , t-0kAZ11A-- Sworn bscribed before me this 'r,'tldy of Yc.%: 2003By A-my-Gendon, who is De to me. K# eWNotary: Notary Seal: h 111T L00 D. aM t 1t1t q G11tC F1 Olt1Uli pIARV My CA.3SEMNPt;u,:c a - I. D. C-^ ti pEl" ti 1.w APR 2 W Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I 6 PARCEL DETAIL C tiernintdr 4:cwnty I R ! pll ojwrf*AntpnTlrer 7. 7anrooD.+aor,T L < 1141 K, First St, Santortl L} 407-6ef*.7506 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id- 32-1g-30-5LY-0000-0300 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: BEAZER HOMES CORP Exemptions: Depreciated EXFT Value: $0 Address: 215 N WESTMONTE DR Land Value (Market): $33,500 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: Just/Market Value: $33,500 Subdivision Name: CALABRIA COVE Assessed Value (SOH): $33,500 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $33,500 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vacllmp 2002 Tax Bill Amount: $586 Find Comparable Sales within this Subdivision 2002 Taxable Value: $27,700 LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 30 CALABRIA COVE PB 60 PGS 8 THRU 10 LOT 0 0 1.000 33,500.00 $33,500 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. ifyou recently purchased a homesteaded propeq your next ear's property tax will be based on JustlMarket value. http://www.scpafl.org/pts/web/re_web.seminole_county title?PARCEL=3219305LY00000... 4/1/2003 LIMITED POWER OF ATTORNEY DATE: I HEREBY NAME AND APPOINT: A N\ ' EACH AN AGENT OF: BEAZER HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF:'..r...,..: , ......,. FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: , SUBDIVISION:...........,.- .< L .........._, ADDRESS: t i AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARCUS L. WATTERS, JR. NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. # CBC 053044 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this: DATE: :, -, :1 —d BY: MARCUS L. WATTERS, JR. Who is personally known to me and did not take an oath. STATE OF FLORIDA o D. A. CLARK tARr o My Comm 5. 6 27;b3 rr/ ho. CC 850099 WmMm 110tha I.D. NOTARY SEAL. Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I N 89°40'49-W 60.00' L 2 S 89°54'57-E 5.31 ' L 3 S 89°45'58`E 54.69' KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 6 28 P.R.M. L 3 PLAT CORNER 1- 2 LOT 30 A' GRADING 9.147 SO. FT. O I I O O O VN O O VOu, 10 . 0.0. u. yN II.J' c c LANAI LOT 31 E'm r*1 2e 7 < LOT 29 mo MODEL FP•61 m o ELEV. •A l c• HZm6TWOSTORYTRESIDENCE + FIN. FL. ELEv. :61.s Ym In In aNeN -. N tv 10. 19.7' '.+ T+o w c 160 D 20, J10.0 0 405. 37' LI 8 N CATCH BASIN 7 REFERENCED BEARING 0 P. c.. - - - - - - - N 89.40.49•W 954.46' - - - P.C.P. CIL CALABRIA SPRINGS COVE 50' R/ W) TRACT F PRIVATE ROAD AND UTILITY EASEMENT CITY OF SANFORD ADDRESS: 115 CALABRIA SPRINGS COVE LEGAL DESCRPTION Lot 30. - CALABRIA COVE " according to the plot thereof as recorded in Plot Book 60. at pages 8 - 16 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X" according to the Flood Insurance Rote Map Cominnity Panel Number 120289 0040E.Dated 04117195. General Notes: Proposed 1. ThisIsaBOUNDARYSurveyperformedinthefieldon2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of - way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes %"Iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with red plastic cap marked `Witness Corner, unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Certification: Not valid without the sl 9" Florida Ilcensod Surveyor an This ey meets the require0v f of t Slander s as contained in C( ha 61GWilliam A. Herx, P. L. S. Florida Register Verse L. Pnemieniecki, P.S.M. Regisfe WilliamP. Hari, P.S.M. Registered Sur Herx d Associates Inc., State of (bride and the original raised seal Lynda Minimum Technical Florida Administrative Co, urveyorand Mapper No 6030 rand Mapper No.6092 4937 AREAS DRIVEWAY: 408 SO FT. LEAD WALK: 55 S0. FT. SETBACKS: SITE DATA Front 25' Rear 45' N_:'ERVIO_US SO FT.. 29 Side 75 ' Corner 25' LOT S0. FT. IMPERVIOUS AREA • 2.652SO.FT. Note: Bearings shown hereon are referenced to the CIL of CALABRIA SPRNGS COVE as being N 89°40'49"W. Vertical datum is based on NGVD per Engineering construction plans by Burkett Engineering. Inc. Project No. 9709-3 1 Legend ID Temporary Benchmark O/S Offset assumed datum) O.R.B Official Records Book BOW Back of sidewalk PB Plat Book CIL Centerlme PC Point of Curvature A Central or (Delta) Angle FCC. Point of Compound Curvature CALC Calculated FC.P. Permanent Control Point CB CD Chord Bearing Chord PG, P. R M. Page Permanent Reference Monument C.M. Concrete Monument PR p.O. B. Property Line Point or Beginning EL orELEVFINALEL. Elevation Elevation ( Measured) P O c Point of Commencement FD. Found p I Pant of Intersection Fin. Fl. Elev, Finished Floor Elevation PRC Point of Reverse Curvature I Iron Pipe PT Point of Tangency I. R. Iron Rod R Radius L Arc Length PAD Radial Line Le Licensed Business RES RrW Residence Right - of - Way M ea LandSurveyor Measured TBM Temporary Benchmark N/D( NSD) Nail and Disk TYP Typical N.R. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) Sketch of Legal Description This is not a Survey Drown by: CM Checked by: DP Prepared For: BEAZER Job Number: 01.005-02 Scale : 1-" 40' Plot plan performed: 03-06.03 Foundation Survey: Final Survey: Revisions O, ecw, FeAF F;L-f 1f1" PLANT 5TTLF AT 4.4'A 7 P AALL6 ARE ZlS'SME.V FCR 5 _AR REr:STAKZ DEAR!W, 2. FVA— AALL STXS Oit" 10K ' 10LL S-J:'-- .14' OC .1,. No! A71EFZIOR E iE,/A710N r/ETA'L5 Ek C-11EETNUIeER) 7, ECIR C-,-, i, 1; E A77N " o F'7:777 7, OzLp .! 2 :v:r F, PLATE Ii LEn 90 0 2' C _' TIC R0,16 5'fA15GCRf90WI, 12* F PLATE ROi,' f, 5-Ae.--F.WOX, 6 .t 2, %,7'_- PLATE j Cd 0 i2, 0 - Tc ROP* 57A66PERZ0 Z_ E2x&.JV T NA! LEO,,V!Od f 2' 04 lrC RL*e 5IA66EXED 1AST L#rVL ?* 11 11A, EIAIVII 5EZ LfNTEL RICE5-017 PRECASN'EL rtj V"A SAIZ(31 ifj zr, mihro SrZE ALL IITCVA VIE 5 V,ss EiLl, 5r. :2. E In"W 50- .6 r: 370:2, 4 sk 4bib 41e,'46 51V E 44555 il, a' 5 6 :2 X5L 5/A A8A63 E 4b'K0' 7f r: 26 / 711721 5. 4 A6.b4 E 4bl.64' 26 '11'Kt4' i'k 92 511114V+2111 2-i;:.3C SO 9H :4 E 1121-60 -116, 1.44 34 s5 53 W.55 5'e, Cx55 50 /7*.. 9 sm., SIT 5. E 55 E 3"!,:2 r63 9. Ab f 53 I/e.11n, 3c"-2E 30 r E f' . E so 1/21x$4' f - INVICATIES K147006 THAT NEE F,6RES5 OPMCURE"eTSALL r4;NPOA V.O.I5H OPEN5N&5 SMALL M VERIFIED BY MhVC" L 701Z To ropeFix-TION SMALL VERPY ALL. qhVCAN kl_X,CN OFE.NiII&S kVTH GENERAL CONTRACTOR PRIOR TO OF FcR , 511E - DOOR- SAOLE, VOLIBLE, AND 5L(V;N6 KCTN - FEET HEIGHT - FEET Al- (N tRIOIZ DOOR NEi5H75 (V_N;C) OCOR RCV6Hi OFtNIN65 $ KALL BE VERIFIED BY DOOR C)f-,A(_ 7CIP PRI TO COW5TRL_710k Ir-:,OS"RA6TOR5 SMALL VERIFY ALL POOR T4 6ENCRAL C. OSTRAC7CA PRIOR TO OENERAL NOTES NTEPtCX C-eN6IO* AM BASED FROM 7mE OUTER EDGE HE POUNVATiON SLAB. Cl ALLER l 5LAVANDFOOT!5RALL OF TREATED FOR w,5 CZ_QFrf- kAL EXTERIOR TRZATNEWCF WtLViN6 SHALL BE IN a-C'ORCANCe K`HTHEVBC 2001 EDITION SeCTION 1516. 042b, C i-;4 1I A PERMANENT5,614 OF THE TF";TE TREATKNT AND c -p—avc-m SMALL BEPOSTED. 3 ALL REINFORCING STEEL LAPS SHALL BE 40 BAR DIAMETER MIN. FOR SLAB AND FOOTERS SHALL RAVE A MIN C--'_SSAVE STIZENG.T0OF -1500 P51 AT 26 DAYS 6RM7) FOR LINTEL5 Alp FILLED CELLS, SMALL HAVE CC+ Fn551VE STRENC,7W 3000 PSI AT 76 OATS SMALL SP 'TYPE 5. OqC4- STEEL *kALL ME PW OF 6RACE 40 A 'A' 'Jll AT ONS CAL04ATE7 TCTAL TO AL " CHEER OF R15— CoA_i,'_LILA-;rO V6FErR HE.5H' 7 1 IAI_CVLATW TREAr 10' r,k '_',ILA7,M T,1TAL. ".. 13'-4' ti54 otF 11. 47 F`3 4 < F"F26 30 F7 E0 3- Niel — — — — — LANA: C3KLA; AEI b T- 4' FLAT L -&."_ vbp 55D 9) CE A Z, 77_ 77 TO W-01 PLATSHELF W'10L)- C rB`, 7%6 QT(, HEN I 7, APv:;LY BEDROOM 3 4.4'FLAT I to0 ROOM4 -4- FLAT p I Y 2 - 6 112', 6 s)w I 4_Q 2t, T—TQ - 4 FLAT BATH 2 4-1 3-;oi/2- -3--b In,3_3 V2 1/2 A, PANTRY19 4'-4- FLAT OU- 1we V, At" T-4- FLAT 3.0. TJ r' N` 22 A el O UT I L. 1 T-4FLAT CuK I U I4LI,/ N6 T' Lr ROOM FOYER TCWsf ClIs H) 4-4'FLAT T- 4• FLAT C VTR 71 I 4 ;JZ Z OARAOE ENTR'T' 4* FLATT22 .S_ 0 1 IATTIC AZ_C- F36 JO5 LMATMP ta iz z QvONOf( I 20'- 4' 24 r, PSF . 25'70 P7 511, FSF -25.40 PSF I Is, t. FLOOR LOOR PLAN5CALE 1/4" - !'-0 22 00 p5p 2100 P5F NO H SOLARE FOO -TA5E5 FIRST FLOOR 14e45,F 5ECOND FLOOR 463 5.FTOTAL LIVNG 24526F. LANAI 2245. F ENTRY 53 5f GARAGE 4065.F TOTAL UIkVM MOM 3wo ef. DATE t wz 0:2 z W 2: 6 6WHE SOZ0.10 w z wo tG c" rA z o r M P 0: Z cM it Lyw E— uj Z O LOE O a4L) OFF— M! cha_ kzd L) dote 5/1 il/ 105 tAMMICANE et: 24'.WFLILL 5CA—I' ENGINEERING v""' ""'rT. HALF 5C&I is: FLOOR P AN HIS STRLICTLRE mS BEEN DESIGNED TO WIT OR EYCEES, tl THE 120 MPH. 3 SECOND GUST MINDLOADREQUIREOCNISOFTHEI'LDRIBA F-JILDW, CODE LW EDI"!M REV. SOL tiR;PT'O`1 ti E+TEcR VF AALL5 ARE 6_y6!E% FOE SHEAR RE5IFA4E 5EARu6 2x'R^'4E rV L D;' el G:G NO; NUN-:.: AO MA"* Zx ='xW s HAL. 5 Ob :a` OG fU.HC L. ELEVATION ETAILS 7 c EVA? CN tiC CAR 5t4E:7 %,SERI A!: OHL:ULE s AVf R NO. ESCRIPTtCN 1x17 H! Il" FLiTCA+ PLATEOOBER- NAILED H/ IDo • 17' O.G. TMO RCY6 51A66£RED 110j LE 2x %,.:7' PLITj PLATE NAIL:O w fd . 12- C.L. W RC16 510-G6EREO 001.8LE ZxG H! Ii1" PLJTLH PLATE NMLEO . :00 0 I2` OL. W. ROY6 A6t£RED W.BLE 2.w% ' PLiTCH PATE60dNAILED .v 0 12' O.G. TNOROf6 S1A65ERED AI N::O N 5OHE:7lJ E PRAMS CONSTRL'l.TION ALL SIZE NN;7OM 51.E I GALL 51ZE KWOH SIZE Sr 304e E x56• HR 4040 E 41'x41' SH ?iJ90 E x(Y.Y W 405E 4i•x57• HR 5030 E 54"x35• SWi0a4 E A9•x57' ifa ;,,40 E 5a1'x41' SH 434e E QV56' OR 5050 E 54'x34" y a 750 £ 49x60 HR &0" E 1t'x33' SH 406G E 4S'x1:" HR 604 iE 1I'x9'T T. 54, iha6ATE5 KWX 6 THAT "EST E6RES5 RECIAFrV4F S n:V" iGw Ro'cH OF'QNIN'S5SMALLCC JERIFIED ey 1H!NDGI^W CR PRIOR TO CO 5TR47IGN. S A_ L '•/ER:FT A:, NINC70H Ra .H PEN ING WITH &ENERAL CONTRACTOR PRIOR TO N(TUNAL CALL 5+ZE - DOORS SIACILE, C; L£LE. A v SLO-NS IVT+-FEET— HE1(sHT"FEETXXXX iv::^ NTH - INCHES --—.£i;afi-'NLHES NEL AL.. INTERIOR DOOR HE+6H/5 6 -21 Wmc ALL DOOR ROLGM OPENINGS SHALL 5E VERIFIED 5Y DOOR C ONTRACTGR PPRJ TO GON5T0UCTION. 3 SU6- CON7T.44-ORS SMALL VLRiFY ALL DOOR fap'SH OPENING¢ Va T7H OeWRAL CONTRACTOR PRIOR TO CO"IMENGEI- ENT C`f WORK. 2530 PSF 5515 F5F E PS< • 252 PSF 24.0 PSF -Ti le P5F i356b . 3176 PSF - 2130 F5F -2106 PSF 2rd FLOOR PLAN SCALE: 114' - V-C' 2530 PSF 5 55 F5F MASTER aA?,! e' F LAT F Fops F O it o<fny53psp azvax mlt" DFFo Fy 1L aF c— C=mFyt V z o W,pp i LNd W= FV CO! rnz oc.: -- d by: GG Uc 51/ IU05 woricANE sheet 24'xW R.L xAL: ENGINEERING x° I`'°'xT'4ALFSCALE r.eu-,....., ra mxwuAt u+oHr[ swes.. st!w Tw•r .. a.o[1exoN rs•.+h 2Nd FLOOR fILM HI"> STRLCTUBE HA; BEEN DESIGNED TO HEL'. OR ExCEED K !21) NPH 3 SECOND GUST WIND LOAD REOUIRENENTS OF THE FLOR19A BUILDING CODE 200I EDI1D3N. 3 f .. I FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: VS 255 W1Z Builder: BEAfr NGMESAddress: ". A r .,4.... r..i ".... Permitting Office .. w, City a State: -k , > Permit Number: w 1 Owner: -IS,1;-w 1L... Jurisdiction Number: Climate Zone: c.w Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 48.0 kBtu/hr _ 3. Number of units, if multi -family I - SEER: 12.00 _ 4. Number of Bedrooms 5 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 2452 ftz c. N/A 7. Glass area & type a. Clear - single pane 369.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.00 _ d Tint/other SHGC - double pane 0.0 ftz b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 172.0(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=4.2, 1153.8 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 1020.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 244.0 ft' _ d N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1372.0 ft' _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as -built points: 34491 PASSTotalbasepoints: 38199 I hereby certify that the plans and specifications covered by this calculation are in co4lianTe with the Florida Energy Code. , PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida ne.gy Code. OWNER/AGENT: DATE: -------------- Review of the plans and IHE S7- specifications covered by this calculation indicates yo4 % 9rFo compliance with the Florida Energy Code. Before construction is completed o this building will be inspected for compliance with Section 553.908 covFloridaStatutes. WE BUILDING OFFICIAL: ------------------ DATE:--------------- EnergyGaugeO (Version: FLRCSB v3.2) V SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2452.0 25.78 11378.3 Single, Clear W 1.0 7.0 32.0 53.47 0.98 1683.0 Single, Clear N 1.0 16.0 23.0 27.96 1.00 640.6 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 7.0 23.0 59.31 0.98 1341.4 Single, Clear S 28.0 6.0 23.0 44.66 0.48 488.1 Single, Clear E 8.0 8.0 60.0 59.31 0.53 1885.9 Single, Clear E 8.0 8.0 40.0 59,31 0.53 1257.3 Single, Clear S 1.0 7.0 16.0 44.66 0.97 693.5 Single, Clear W 1.0 4.8 11.0 53,47 0.94 554.6 Single, Clear W 1.0 6.0 30.0 53.47 0.97 1553.7 Single, Clear E 1.0 6.0 15.0 59.31 0.97 861.8 Single, Clear E 1.0 5.0 32.0 59.31 0.95 1803.6 Single, Clear E 1.0 6.0 15.0 59.31 0.97 861.8 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear W 1.0 4.8 11.0 53.47 0.94 554.6 As -Built Total: 369.0 15446.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 244.0 0.70 170.8 Concrete, Int Insul, Exterior 4.2 1153.8 1.16 1338.4 Exterior 2173.8 1.90 4130.2 Frame, Wood, Exterior 11.0 1020.0 1.90 1938.0 Frame, Wood, Adjacent 11.0 244.0 0.70 170.8 Base Total: 2417.8 4301.0 As -Built Total: 2417.8 3447.2 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Insulated 40.0 4.80 192.0 Exterior 40.0 4.80 192.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 58.0 220.8 As -Built Total: 58.0 220.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1372.0 2.13 2922.4 Under Attic 19.0 1372.0 2.82 X 1.00 3869.0 Base Total: 1372.0 2922.4 As -Built Total: 1372.0 3869.0 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 172.0(p) 31.8 5469.6 Slab -On -Grade Edge Insulation 0.0 172.0(p 31.90 5486.8 Raised 0.0 0.00 0.0 Base Total: 5469.E As -Built Total: 172.0 5486.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCS13 v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2452.0 14.31 35088.1 2452.0 14.31 35088.1 Summer Base Points: 48441.0 Summer As -Built Points: 52584.4 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 48441.0 0.4266 20664.9 52584.4152584.4 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 15970.7 15970.7 EnergyGauge'"" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2452.0 5.86 2586.4 Single, Clear W 1.0 7.0 32.0 10.74 1.00 343.9 Single, Clear N 1.0 16.0 23.0 12.32 1.00 283.2 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 7.0 23.0 9.96 1.01 230.6 Single, Clear S 28.0 6.0 23.0 7.73 2.29 407.3 Single, Clear E 8.0 8.0 60.0 9.96 1.16 695.3 Single, Clear E 8.0 8.0 40.0 9.96 1.16 463.5 Single, Clear S 1.0 7.0 16.0 7.73 1.00 123.7 Single, Clear W 1.0 4.8 11.0 10.74 1.01 118.9 Single, Clear W 1.0 6.0 30.0 10.74 1.00 323.1 Single, Clear E 1.0 6.0 15.0 9.96 1.01 150.8 Single, Clear E 1.0 5.0 32.0 9.96 1.01 322.7 Single, Clear E 1.0 6.0 15.0 9.96 1.01 150.8 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear W 1.0 4.8 11.0 10.74 1.01 118.9 As -Built Total: 369.0 4132.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 244.0 1.80 439.2 Concrete, Int Insul, Exterior 4.2 1153.8 3.26 3761.4 Exterior 2173.8 2.00 4347.6 Frame, Wood, Exterior 11.0 1020.0 2.00 2040.0 Frame, Wood, Adjacent 11.0 244.0 1.80 439.2 Base Total: 2417.8 4786.8 As -Built Total: 2417.8 6240.6 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 40.0 5.10 204.0 Exterior 40.0 5.10 204.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 58.0 276.0 As -Built Total: 58.0 276.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1372.0 0.64 878.1 Under Attic 19.0 1372.0 0.87 X 1.00 1193.6 Base Total: 1372.0 878.1 As -Built Total: 1372.0 1193.6 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 172.0(p) 1.9 326.8 Slab -On -Grade Edge Insulation 0.0 172.0(p 2.50 430.0 Raised 0.0 0.00 0.0 Base Total: 326.8 As -Built Total: 172.0 430.0 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeOfFlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 I WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM Points Area X WPM Points 2452.0 -0.28 686.6 2452.0 0.28 686.6 Winter Base Points: 7513.9 Winter As -Built Points: 11586.0 Total Winter X Points System = Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 7513.9 0.6274 4714.2 11586.0 11586.0 1.000 1.00 1.078 x 1.160 x 0.92) 0.427 1.150 0.427 0.950 0.950 5402.2 5402.2 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 v WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water = Total Points Points Cooling Points Heating + Hot Water = Total Points Points Points 20665 4714 12820 38199 15971 5402 13118 34491 PASS EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 M Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft, window area• .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa 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 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the Perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the Perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded bv all residences. COMPONENTS SECTION REQUIREMENTS CHE K Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff a must be Provided. External or built-in heat tra required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 1 Separate readily accessible manual or automatic thermostat for each system, Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugel DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 M ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.0 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 5 b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 2452 ft' c. N/A 7. Glass area & type a. Clear - single pane 369.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft' - d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 172.0(p) ft e c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int Insul, Exterior R=4.2, 1153.8 ft' _ b. Frame, Wood, Exterior R=11.0, 1020.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 244.0 ft' _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1372.0 ft' _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 48.0 kBtu/hr _ SEER:12.00 _ Cap: 48.0 kBtu/hr _ HSPF:8.00 _ Cap: 50.0 gallons _ EF: 0.86 _ PT, _ yO4THEST,gTF j v r o r,I, coD we y NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This ism a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar7mdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.rsec.ucf.edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeg (Version: FLRCSB v3.2) w RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA VS255 WIONE ZONE 01-14-00 109COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Project • • For: BEAZER HOMES Notes: Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Building heat loss 44776 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 44776 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Area (ft2) 2452 Volume (W) 21749 Air changes/hour 0.70 Equiv. AVF (cfm) 254 Summer Design Conditions Outside db 93 F Inside db 75 F Design TD 18 F Daily range M Relative humidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 35914 Btuh Ventilation 1980 Btuh Design temperature swing 3.0 F Use mfg. data n Rate/swing multiplier 0.98 Total Sens. equip. load 37136 Btuh Latent Cooling Equipment Load Sizing Internal gains 1840 Btuh Ventilation 2949 Btuh Coolin gg Infiltration 4276 Btuh 2452 Total latent equip. load 9065 Btuh 21749 0.40 Total equipment load 46201 Btuh 145 Req. total capacity at 0.70% SHR 4.4 ton Heating Equipment Summary Make TRANE Trade Efficiency Heating input 7.2 HSPF Heating output 0 Btuh @ 47°F Heating temp rise Actual heating fan 0 'F 1567 cfm Heating air flow factor 0.035 cfm/Btuh Space thermostat Cooling Equipment Summary Make TRANE Trade Efficiency 10.2 EER Sensible cooling 32900 Btuh Latent cooling 14100 Btuh Total cooling 47000 Btuh Actual cooling fan 1567 cfm Cooling air flow factor 0.044 cfm/Btuh Load sensible heat ratio 81 % Boldlitalic values have been manually overrldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wreghtsoft Right -Suite Residential- 5.5.06 RSR26014 E:\Files\Beazer 2002\VS 255 W1Z\VS 255 W1Z.rsr 2002-Mar-27 14:52:46 Page 1 v RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA VS255 W/ONE ZONE 01-14-00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MONSOON Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 21749 ft3 x 0.0167 = 254 cfm 2. Winter infiltration load 1.1 x254 cfm x 32 *F WinterTD = 8932 Btuh 3. Winter infiltration HTM 8932 Btuh / 454 ftz Total window = 19.7 Btuh/ftz and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 21749 ft3 x 0.0167 = 145 cfm 2. Summer infiltration load 1.1 x 145 cfm x 18 °F Summer TD = 2871 Btuh 3. Summer infiltration HTM 2871 Btuh / 454 ftz Total window = 6.3 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 145 cfm = 4276 Btuh procedure D - Equipment sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 100 cfm vent. x 18 Sensible load for structure (Line 19) Sum of ventilation and structure loads Rating and temperature swing multiplier Equipment sizing load - sensible 2. Latent sizing load Latent ventilation load F Summer TD = x 0.68 x 100 cfm vent. x 43 gr/lb moist.diff Internal loads = 230 Btuh x 8 people Infiltration load from Procedure C Equipment sizing load - latent Construction Quality is: a 1980 Btuh 35914 Btuh 37894 Btuh 0.98 37136 Btuh 2949 Btuh 1840 Btuh 4276 Btuh 9065 Btuh No. of Fireplaces is: 0 Boldlltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ti WrlghtSC) t Right -Suite Residential- 5.5.06 RSR26014 2002-Mar-27 14:52:46 ACC E:\Files\Beazer 2002\VS 255 W1Z\VS 255 W1Z.rsr Page 1 RIGHT WORKSHEET01Entireouse DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA VS255 W/ONE ZONE 01-14-00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: 7th Ed. 1 Name of room Entire House STAIRS/POWDER FOY/LIV/DIN KITj4MANUAL2Lengthofexposedwall318.0 ft 0.0 ft 47.0 ft 14.0 ft 3 Room dimensions 9.0 x 14.0 ft 14.5 x 21.0 ft 12.0 x 14.0 ft Ceiings Condit. Option 8.9 111 heat/cool d 9.4 ft heat/cool 9.4 ft heaUcool 9.4 ftheat/cool TYPE OF CS HTM Area AreLoad (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Hig Clg Htg Clg fN) Htg Clg ft) Htg Clg fN) Htg CIg 5 Gross a 14B 4.6 2.1 1445 0 386 132 Exposed b 12C 2.9 1.9 1138 0 0 0 walls and c 13C 3.2 1.2 300 56 56 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0. 0 0.0 0 0 0 0 6 Windows and a 1C 37.0 256 9462 0 0 55 2033 0 0 glass doors b 8C 37.0 140 5174 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 fl 1 0.0 0 0 01 0 01 0 0 0 7 Windows and North 23.2 8 188 0 0 0 0 0 0 glass doors NE/NW 39.4 264 10402 0 0 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SE/ SW 50.6 124 6263 0 0 55 2607 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0'"' 0 8 Other doors a 11A 18.9 12.7 40 755 510 0 0 0 40 755 510 0 0 0 b 11A 18.9 12.7 18 340 229 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 01 0 0 0 0 9 Net a 14B 4.6 2.1 1109 5109 2283 0 0 0 291 1341 599 132 606 271 exposed b 12C 2.9 1.9 1038 2989 2018 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 300 945 351 56 176 66 56 176 66 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1498 2541 3335 126 214 280 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 172 4458 0 0 0 0 47 1218 0 14 363 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) ifI 1 0.01 0.0 0 0 0 0 Of 0 0 0 0 0 0 0 12 Infiltration a 1 19.7 6.3 454 8932 2871 0 0 0 95 1869 601 0 0 0 13 Subtotal loss=6+8..+11+12 40705 390 7393 969 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Healing redistribution 0 0 0 0 14 Duct loss 10 OA 4071 109/ 39 10 'A 739 101/197 15 Total loss = 13+14 44776 429 8132 1066 16 Int. gains: People @ 300 8 2400 0 0 1 300 0 0 Appl. @ 1200 2 1800 0 0 0 0 1 1200 17 Subtot RSH gain=7+8..+12+16 32649 346 4682 1471 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Duct gain 10. 3265 10./ 35 101/ 468 10% 147 19 Total RSH gain=(17+18)'PLF 1.00 35914 1.00 381 1.00 5150 1.00 1618 1201 Air required (cfm) I ""' 1567 1567 151 17 285 225 37 71 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wr C htS fC Right -Suite Residential- 5.5.06 RSR26014 2002-Mar-27 14:52:46 4CC E.\Files\Beazer 2002WS 255 WlZ\VS 255 WlZ.rsr Page 1 RIGHT WORKSHEET01Entireouse DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: WEKIVA V5255 W/ONE ZONE 01-14-00 J: 7th Ed. 1 Name of room BRKFST FAM BR3 BTH214MANUAL2Lengthofexposedwall30.0 It16.0 It26.0 It 6.0 It 3 Room dimensions 11.0 x 12.0 It 16.0 x 17.0 It 13.0 x 13.0 It 13.0 x 6.0 It Ceiings Condit. Option 9.4 111 heat/cool 9.4 N heat/cool 9.4 111 heattowl 9.4 It Iheat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Clg fl') Htg CIg fN) Htg Cig fN) Htg Clg 5 Gross a 14B 4.6 2.1 282 150 244 56 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 69 2550 0 0 0 0 0 0 glass doors b 8C 37.0 0 0 60 2218 40 147 0 0 Heating c 9C 38.7 0 0 0 0•"' 0 0 0 0 d 0.0 0 0 0 0•"' 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0•"' 01 0 0 0•"' 7 Windows and North 23.2 0 0 0 0 0 0 0 0 glass doors NE/NW 39.4 46 y 1812 60 2364 40 1576 0 1 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 50.6 23 1090 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 213 982 439 90 417 186 204 942 421 56 260 116 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 88 149 191 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 30 778 0 16 415 0 26 674 0 6 156 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) 1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 19.7 6.3 69 1357 436 60 1180 379 40 787 253 0 0 0 13 Subtotal loss=6+8..+11+12 5816 4229 3881 415 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Duct loss 10 *A 582 10 423 10 'A 388 10°/ 42 15 Total loss = 13+14 6398 4652 4269 457 16 Int. gains: People @ 300 0 0 6 1800 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 3973 4730 2250 116 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Duct gain 10 397 100 473 10 °/ 225 10° 12 19 Total RSH gain=(17+18)•PLF 1.00 4371 1.00 5203 1.00 2475 1.00 128 20 Air required (cfm) 224 191 163 227 149 108 16 6 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Aftwr ghtsoft Right -Suite Residential TM 5.5.06 RSR26014 2002-Mar-27 14:52:46 E:\Files\Beazer 2002\VS 255 W 1Z\VS 255 W1Z.rsr Page 2 RIGHT4 WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA VS255 W/ONE ZONE 01-14-00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: 7th Ed. 1 Name of room BR2 UTIL UPPER FOY/STAIRS BR4j4MANUAL2Lengthofexposedwall26.0 ft 7.0 ft 9.0 ft 25.0 ft 3 Room dimensions 13.0 x 13.0 ft 7.0 x 15.0 ft 9.0 x 19.0 ft 12.0 x 13.0 ft Ceiings Condit. Option 9.4 ftl heat/cool 9.4 ft heat/cool 8.0 It IheaVcool 8.0 ft heal/cool TYPE OF I CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg fN) Htg Clg W) Htg I Clg W) Htg Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 122 0 72 0 Exposed b 12C 2.9 1.9 0 0 0 200 walls and c 13C 3.2 1.2 122 66 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 1616 591 0 0 16 591 27 998 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 23.2 0 0 0 0 3 74 4 77 glass doors NE/NW 39.4 16 630 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SE/SW 50.6 0 0 0 0 13 1030 23 1101 South 0.0 0 0 0 0 0 0 0 0Horz0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 106 488 218 0 0 0 56 258 115 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 173 498 336 walls and c 13C 3.2 1.2 122 384 143 66 208 77 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 171 290 381 156 265 347 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 26 674 0 7 1111 0 0 0 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration 1 19.7 6.3 16 315 101 18 354 114 16 315 101 27 531 171 13 Subtotal loss=6+8. +11+12 2453 1083 1454 2292 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Duct loss 10 245 101/1 108 10 145 1091 229 15 Total loss = 13+14 2698 1192 1600 2521 16 Int. gains: People @ 300 0 0 0 0 0 0 0 0 Appl. @ 1200 0 0 1 600 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1093 1020 1701 2032 Less external cooling 0 0 0 0 less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Duct gain 10° 109 10° 102 10° 170 10°/ 203 19 Total RSH gain=(17+18)'PLF 1.00 1202 1.00 1122 1.00 1871 1.00 2235 20 Air required (cfm) 94 52 42 49 56 82 88 98 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wreghtsoXFt Right -Suite Residential- 5.5.06 RSR26014 2002-Mar-27 14:52:46ACf1E:\Files\Beazer 2002\VS 255 W1Z\VS 255 W1Z.rsr Page 3 IGHT-J WORKSHEET ntire House DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA VS255 WIONE ZONE 01-14-00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: tin ttl. 1 Name of room BTH3 BR5 UPPER FAM MBR14MANUAL2Lengthofexposedwall6.0 ft 25.0 ft 16.0 ft 30.0 ft 3 Room dimensions 12.0 x 6.0 ft 12.0 x 13.0 ft 16.0 x 13.0 ft 13.0 x 17.0 ftCeiingsCondit. Option 8.0 fl heat/cool 8.0 ft heaucool 8.0 ftheat/cool 9.4 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Clg ft') Htg Clg ft') Htg Cig fN) Htg Clg 5 Gross a 14B 4.6 2.1 0 0 0 0 Exposed b 12C 2.9 1.9 48 200 128 282 walls and c 13C 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0. 0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 15 554 32 1183 15 554 glass doors b 8C 37.0 0 0 0 0 0 0 40 1478 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 fl 10.0 0 0 0 0'"• 0 0 0 0 7 Windows and North 23.2 0 0 0 0 0 0 0'«• 0 glass doors NE/NW 39.4 0 0 15 591 32 1261 55 2167 CoolingENV0.0 0 0 0 0 0 0 0 0 SE/SW 50.6 0 0 0'"' 0 0 0 0•"' 0 South0.0 0 0 0 0 0 0 0 0 Horz0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.01 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 40 184 82 exposed b 12C 2.9 1.9 48 138 93 185 533 360 96 276 187 267 769 519 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 72 122 160 156 265 347 208 353 463 221 375 492 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 isdispl, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 19.7 6.3 0 0 0 15 295 95 32 630 202 55 1082 348 13 Subtotal loss=6+8..+11+12 260 1647 2442 4074 Less external heating 0 0 0 0 Lesstransfer0000Heating redistribution 0 0 0 0 14 Duct loss 10% 26 10' 165 10° 244 10° 407 15 Total loss = 13+14 286 1812 2686 4482 16 Int. gains: People @ 300 0 0 0 0 0 0 1 300 Appl. @ 1200 0 0 0 0 0 0 0 0 17SubtotRSHgain=7+8..+12+16 254 1393 2113 3743 Less external cooling 0 0 0 0 Lesstransfer000Cooling redistribution 0 0 0 0 18 Duct gain 100/ 25 10° 139 10% 211 100/ 374 19 Total RSH gain=(17+18)•PLF 1.00 279 1.00 1532 1.00 2324 1.00 4118 20Airrequired (cfm) 10 12 63 67 94 101 157 180 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. A wr14Zjh1tsofit Right -Suite Residential- 5.5.06 RSR26014 2002-Mar-27 14:52:46 kE:\Files\Beazer 2002\VS 255 W1Z\VS 255 W1Z.rsr Page 4 RI j'r'Td WORKSHEET01EntireouSe DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA VS255 W/ONE ZONE 01-14-00 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 J: 7tn Ed. 1 Name of room METH BTH4J4MANUAL2Lengthofexposedwall28.0 ft 7.0 ft 3 Room dimensions 13.0 x 15.0 ft 7.0 x 15.0 ft Ceiings Condit. Option 8.0 ftheat/cool 8.0 It Iheat/000l TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg Clg tt') Htg Clg ft2) Htg Cig Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 0 Exposed b 12C 2.9 1.9 224 56 walls and c 13C 3.2 1.2 0 0 partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 f0. 0 0.0 0 0 6 Windows and a 1C 37.0 11 407 0 0 glass doors b 8C 37.0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 d 0.0 0 0 0 0 e 0.0 0 0 0 0 f0. 0 0 0 0 0 7 Windows and North 23.2 2 37 0 0 glass doors NE/NW 39.4 0 0 0 0 Cooling E/W 0.0 0 0 0 0 SE/ SW 50.6 9 435 0 0 South 0.0 0 0 0 0 Horz 0.0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 exposed b 12C 2.9 1.9 213 613 414 56 161 109 walls and c 13C 3.2 1.2 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 01 0 10 Ceilings a 16D 1.7 2.2 195 331 434 105 178 234 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 19.7 6.3 11 216 70 0 0 0 13 Subtotal loss=6+8..+11+12 1567 339 Less external heating 0 p Less transfer 0 0 Heating redistribution 0 0 14 Duct loss 10 °/ 157 10 'A 34 9r 15 Total loss = 13+14 1724 373 I 16 Int. gains: People @ 300 0 0 0 0 Appl. @ 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1390 343 Less external cooling 0 0 Less transfer 0 0 Cooling redistribution 0 0 18 Duct gain 100/ 139 10 34 o 19 Total RSH gain=(17+18)'PLF 1,00 1529 1.00 377 20 Air required (cfm) 60 67 13 16 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. lewF- 1t4Ht50'ft Right -Suite Residential- 5.5.06 RSR26014 2002-Mar-27 14:52:46 E:\ Files\Beazer 2002\VS 255 W1Z\VS 255 W1Z.rsr Page 5 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA VS255 W/ONE ZONE 01-14-00 109 COMMERCE STREET, LAKE MARY, Fl 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R STAIRS/POWDER FOY/LIV/DIN a n se a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 11.0 5.0 47.4 23.0 0.0 KIT BRKFST a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 39.4 23.0 0.0 a n ne a c n 0 d 1 1 90 1.0 28.0 1.0 5.0 39.4 23.0 0.0 FAM b n nw a c n 0 d 1 1 90 1.0 8.0 1.0 7.0 39.4 60.0 0.0 BR3 b n nw a c n 0 d 1 1 90 1.0 8.0 1.0 7.0 39.4 40.0 0.0 BTH2 BR2 a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 39.4 16.0 0.0 UTIL UPPER FOY/STAIRS a n se a C n 0 n 1 1 90 1.0 1.0 1.0 4.0 76.4 16.0 2.5 BR4 a n se b c n 0 d 1 1 90 1.0 1.0 1.0 4.5 47.4 27.0 3.8 BTH3 wnghtsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Mar-27 14:52:46 AC(,, E:\Files\Beazer 2002\VS 255 W1Z\VS 255 W1Z.rsr Page 1 BR5 a n nw b c n 0 d 1 9 90 1.0 1.0 1.0 5.0 39.4 15.0 0.0 UPPER FAM a n nw b c n 0 d 1 1 90 1.0 1.0 1.0 4.0 39.4 32.0 0.0 MBR a n ne b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 15.0 0.0 b n nw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 39.4 40.0 0.0 M BTH a n se b c n 0 d 1 1 90 1.0 1.0 1.0 3.8 47.4 11.0 1.8 BTH4 wrIglItsoft Right -Suite Residential- 5 5.06 RSR26014 2002-Mar-27 14:52:46 E:\Files\Beazer 2002\VS 255 W1ZWS 255 W1Z.rsr Page 2 I L_ 100 3' bath A¢' t. —f cap 100 FOY 4.0 ton ./5k. e240. Iph pl !form b, bltlr colt NOTE , NO FIDOR TRUSS LAYOUT AVAILABLE. L,AMGI 110.6 I.ctl g in o s. 10. ra0 C'7 too B' 3' OaM Act o roof cop 14.14r.e /fan B' d 1-d 36. 16 ray 1' n 1' drys Act to ooi cop A J.ctl ' slab by bld, nln 2' Fran .011 1R2 i Must have o .inMun clearance of 4 Inches around the air handler per ttw State Erwrpy code. All duct has an r=b 111sulation vatue 0 W y N 03 fON W in I N (1J Li 0 m > --+ C: Z O } Nm W > Z 2 Q H m 1— Q D _I O ::) Q !Y mCL J( n00 Must have a nbHnun ctearunce of Inches around the alr handler per the State Energy Code. All duct has an r=6 Wsulalk)n value co U LD CO O rn w ti ll r+i ZO r rn m ul > Z Z o w 3Jaml-a O J O O a Ir MCL J(n00 W j J Premdor Entry Systems ACCEPTANCE No.: 01-0314.23 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I . Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEP ANC Manu Perez, P.E., Product Con rM 'xamincr Produ ntrol Division MIAMI•DAOE ttt1AMI-DADE COUNTY. FLORID,\ inn: r Ro-nnni: rL 1Gi.L'R BUILDING PRODUCT CONTROL NOTICE, OF ACCEPTANCE 1'C'1' lndustrirs 1070 1'echnology Drive Nokomis ,FL 3.1275 M11LDING CODE: CONIPLIA,NCF OFFICE: METRO-DADI: FLAGLER 111RIA1.I(i tau WEST FLAGLEA %TKI.T.T. surt•I: I603 MIAMI. FLOR10A 33130-15(,3 005) 375-2901 FAX (305) 375-2901 CO- rltAc-l•ou l ICE-NSING SVC-rlpN 305) 75-2t27 FAX (305) 375.2i c;t c o-mv; ro'1( t:';%rouc'E:ala:. r mvistcw 303) 375.2966 FAX (Jut) 375.2otrt PRODUCT (' 0M. Rol. nwlsloN Your application fir Notice of Acceptance (NUA) ol': (apt) 37t.21X)2 FAX (304) 372•43J ) 1 " x Std. Wall - Aluminum Tube Clipped Mullions under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate; Materials and 'Types of Construction, and completely described herein, has been recommended 1'or acceptance by the Miami -Dade CountyBuildingCodeComplianceOffice (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this productormaterialatanytimefromnjobsiteormanufacturer's plant i'orquality control testing. If this productormaterialfailstoperformintheapprovedmanner, BCCO may revoke, modify, or suspend the: useofsuchproductormaterialimmediately. BCCO reserves the right to revoke this approval, if it is determinedby13CCOthatthisproductormaterialfailstoniecetherequirementsoftheSouthFloridaBuildingCode. The expense ofsuch testing will be incurred by the manufacturcr. ACCEPTANCE NO.: 00-0912.05 EXPIRES: 06/28/2006 Raul Rodriguez Chief Product Control Division MIS IS TJIF. COVF.IZSii.rrT 4;rr,%))1)1TInN,11. PAGES FOR SPF.CIF1CAND GENERA CONDITIONS BUILDING CM)E .0 11110DUCT IIEV1I. W n1N111ITTFF This application for Product Approval has been reviewed by the BCCO and approved by the Building CodeandProductRc%•icw Committee to be used in Miami -Dade County, Florida under the conditions set forthabove. APPROVED: 06/28/2001 s04S00011pc2000\\ templates\nonce acceptance cover pa(e.dot ff7044 -/" Francisco J. Quintana. R.A. Director Miami - Dade County Building Codc Compliance Officc Intcnlct trail address: post nmslcr(a)buildillgcodconlinc.cotll I1on1cpagc: I1ttp //www.builtlinLcOdcunlinc.cnm lei Z I'CT Industries ACCEPTANCI. No.: 00-0912.0a APPROVED JUN 2 8 2001 1:XPIRI.s JUN-2 8 2006 NOTICE. OF ACCEPT ANCE • SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a clipped million system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Cocle (Slg3q, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, du not exceed the Design Pressure Rating, values indicated in the approved drawings. 2. PRODUCTDESCRIPTION 2. 1 The 1"r Standard Wall - Aluminum Tube Clippecl illulliun and its components shall be constructed in strict compliance with the following documents: Drawing No 6620, Sheets I through 5of5, titled "I" Std. Wall Mullion Arrangement Detail", prepared by manufacturer, dated 4128/00, signed and scaled by Robert L. Clark, P.E., bearing the Mianti-Dadc County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami-Dadc County Product Control Division. Thcse documents sliall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3. 1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shownintlicapproveddrawings. 3. 2 for Design Pressure Rating vs. Mullion Lcngth and Opening Width, for either Ix2x.125 (2 anchors) mullion or lx4x.125 (4 anchors) mullion, see corresponding table in approved drawings. 3.3 Window sizes and design pressures arc to be limited only to those appearing on charts referenced aboveandalsolistedtotheIndividual %vllldow's Notice Uf Acceptance. 4. INSTALLA'TION 4. 1 The clipped Irnillion system and its components shall be installed in strict compliance with the approved drawings. 4. 2 This mullion can be installed as part of an impact resistant unit. 5. LABEI.ING 5. 1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and followingstatement: "Miami-Dadc County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6. 1 Application for building permit shall be accompanied by copies of tlic following: 6.1.1 This Notice of Acceptance, with mullion option indicated. 6. 1.2 The Notice of Acceptance of each door and/or fixed lite attached to mullion. 6. 1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents rcquircd by the Building Official or the South I*IoridJ Building Code SFBQ in order to properly evaluate the installa ' n oft its system Manu Perez, P.E. Product Co E-xaminerProdu ontrol Division 2 l6r -'--) PCT industries ACCEPTANCE. No.: 00-0912.05 APPROVE.1) JUN 2 8 2001 EXPIRES JUN 2 8 27006 NOTICE: 0 F ACCEP'1',\NCE: STANDARi) CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products sliall be permanently labeled with the manufacturer's n;une, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. Tlherc has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or cliange in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the fling of a revision application with appropriate fec) and granted by thisofficc. S. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. G. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to (tic user by the manufacturer or its distributors and shall be available for inspection at the job site at all tinic. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of p;iges 1, 2 and this last page 3. 1?N1) 0F THIS ACCiTT NCI: fvtanu - Per 7, I'.E., Product Co trOl •xamincr Prod I ontrol Division 3 ANCNORS: 1rPE. e: rYP. t' OR pMULLION BOTN ENOS\ N CLAZfNG GLAZING PRODUCT PRODUCT w w - wf+wl 2) WINDOWS Mill.[ Fn TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W I +W2 MULL LENGTH = H ANCHOORS: ME- e; _ C' OR b' BOM CNOS" I-- w-1 Hl PRATi IYP. I NIARUDNH1 C PRtwucrOOUCNOT S• I. FOR ANCHORAGE TYPE, OUANTITY AND LOCATION REFERTOSHEETS2, 3 AND 5 H . Hi+R2 1) WINDOW MULLn W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACE 5 OF 5 MAX OPENING = • H OR H I +H2MULL LENGTH = W 2. WINDOWS MAy 9E MULLED TOGETHER. TO A MAX OF 5 UNITS J. MULLIONS ARE APPROVED FOR IMPACT & NON -IMPACT 4.REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 ANCNORS- TYPE. 9 ; c' OR b' , WU ENDS GLAZWO PROOUCi f l Y Y TYP, Aluu / V H GW04G CLAIWC PRODUCT PROOUCf Aw-l" JIM W I w 1 1 ANCHORS: 11PE. B; 8OM ENDS . M 1 w1 w2 GLAZWG PRODUCT 1+ J YULjpN YI Cwff4C CI AZWG GL M PRODUCT PRODUCT PRODUCT i Itit w w . wf+ W2 I—wl—I—w2—I—wJ— N . H1# 92 w w - w1sw2 wJ 2) WINDOWS MULLED N .. N1+N2 IV/ONE ABOVE MIILTIPLE WINDOWS MULLED FOR DETERMINING MAX ALLOWABLE Y/ONE ABOVE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE ON PAGE 5 OF 5 OESICN PRESSURE SEE TABLES M 1) MAXOPENING - H OR H1 +H2 ON PACE 5 OF 5 MULL LENGTH = W OR W 1 +W2 M3) MAX OPENING - H OR H I +H2M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = W OR W I +W2+W3 MULL LENGTH = H) I114) MAX OPENING = W 1 +W2OR W2+W3 MULL LENGTH = HI T~ or P. J.P. I ' /28/00 I RobertL Yk. P.H / 39T12INDUSTRIES ARRANGEMENT DETAIL I" STD. WALL MULLION 1070 wooloLmr pent TaAD"A n Jan Aa IDx In, I NOwwX nJ4274sM+dM. rt MULLS f"'': NTS final: 1 M 5 APFA&40 AS COMFL»Y mE SOUM FLOflfMA SMOING er oMsfDN e f trtc 000E toN LUNCE a nn AtCf11u10E N0. ' tZ .O: 6520 I.G 1. r. YrRIAN 2- OR - 17 r,N. S.YS. Y4fKri CI1P CLM fLAACES Orr K M AL CW IO rOAY YMI. STAG"AEO ON OPPOSNI son . So As Aor ro A f: WTpfiipC Lynr i i Ib (Typ 7 FAFTEWRS Yusr g nwr Gouvrr2ffAPAOW& SQ AoN /1 LG.T. fOR 1' MVLL w0i-w TYPICAL MULIIDN TO All) ION INSTAL --., TYP vGr 1,YvugY 1 rl r2' OR 4' u rIE sYs UGG(REr7 ON PKrSrTr S+OCS nxfm ITN ACK -000 i (TYP 41C MOR /I w =01r • (ISS/) w. 14 PrAwmnm wrO POGO AIR. Aft rASTp/ER5 A&W K OAOE COAWR• APPROISO. SEr 1101[ /r TYPICAL MULLION TO STRtM_TrIRE WITH WOOD BUCK TYPE B- I. FOR MULL SIZE ANO QUANTITY OF ANCHORS REOUIREOSEESHEET5. FOR ANCHOR LOCATIONS SEE SHEET 3. OUANTITY OF ANCHORS FOR •MULL -TO -CLIP IS THE SAMEASTHEQUANTITYOFANCHORSFROMCLLP-TO-OPEmNC. 2. REFERENCE TEST REPORT FTL-290Z 2903 AND 2975 lien&Lw- OUAN17TY orANCHORS SHOWN ARE FOR A PICTORIALREPRESENTATIONONLY. FOR CORRECT QUANTITY OF ANCHORS PLFDCORRECTMULLSERSIZE FANO PRESSURE To CHARTS 0 FORTHE YOURSPECIFICAPPLICATION. P. G.r. 1. vuu w r— I' OR 4'-1 pow kcx cnVII 1 SrAC" ov Co"" N ' 7 uIN. oProsnr s0[s 1 WF A5 rar rc RCMINUGH OTN(R) S ( TiP ® srr Harr it j' - _ J Y8A Is PcAvw om MO 1} MIN. . cONCAm GN &OCA r .: • ••` Sn71, CROC NE rASNNCnS 4FF----.y-- • • -. , _ ham se OHO[ cowry APPROK0. Sir Harr /1 TYPICAL MULLION TO STR I /RF WITH WOOD BUCK REMOyFn FROM CONC. TYPE -- P. O.r 1. IIARLASN IIVOO nucK1- 2' OR 41 1t........ 41 ( ;® YPICAL MULLION TO STRUCTUREAlly WOODBUCKAND . INC- TypE -p- 12 r.N. S.Y.S. STACGCRCD ON OPPOSIR 54" SO AS Aer ro oarwFAC MNN CAC11 OnLC)p SEENOICitYw. 4' r may (746/) Yw. r) PEN[rNAnorr wr0 COhCA( Tr OR ROd' SrNUCnW ALL fASTCNERS YUSr K aK cowrr 4PPA01' I41 Scr NoM /I P. J.P. 1 1/?B/00 tIwKA1PAAp Q INDUSTRIES CLIP & INSTALLATION DETAIL Robert L a rk .E. T 1 " STD. WALL MULLION P. E. /39712 1070 ru acrocr oarc P.O. t1Ox is" S.H.U/EAHA.tsN..a p NOKOLOS, R JII)i WKOYS, n 34771 MULLS NTS 2 °C S APPA" OASCOWLTUT :NE SOM rLOAOA #MOM... oA er v r eoL pNSAON 8MDJ c CODECOMPLWXE OffICEACCEPTANCE NO 00 - 0 912.v 6620 v- IMPORTANT: OUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY FOR CORRECT OUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'0 FOR POUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR lx MULL MULL SIZE q' I x 2 x I i x 4 x A MIN. FROM ENDS (TYP) 4AX I" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION OwG / 1099 MIN.--J I" MULL CI IP FOUR (4) ANCHOR LD ATIDNS EXTRUSION OWG / 1099 ZT F 4 3 MIN. FROM END (TYP) LA'-J I" MULL CLIP W/TABS REMOVED TWO 2) ANCHOR LOCATIONS EXTRUSION OWG / 1099 MIN. FROM END (TYP) I" MUl L CL IP W/TARS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION OWG / logo P.J.P. INDUSTRIES 111 MULLION CLIP ANCHOR e rE ,Q 4f 1 " SftTD. WALL MULLION 1.REf£RENCE TEST REPORT FTL-2901,2903 aV0 2975 .7/Z 10.10 n P.O. wx 1329 S`wP N Tio1T0ud IZ J1271 horn s. /E J4274 MULLS NTS 3 w 5 AIPROVEOASC04PLt ,fill SOUTH iLQgIQA er slJJUJ(j(G PNOq 1111O1. DtVd ON EUIOW. CODECOMPLIANCE Oft 1e1,,,.r . 00 - 0 "J 14 . TION 6620 125 _ OPENING WIDTH IN INCHES 50:hors I 560 70 ! 80 1 90 100 110 120 1 130 160 4 2129 1 115 107 104 103 103 1 103 103 1 103 103 48 50. 625 83 _ 33 67 63 70 1 61 55 1 52 61 61 1 61 61 1 61 61 50 49 1 49 49 49 49 54 W 631 57 1 49 44 1 41 4t 1 35 1 31 1 29 35 30 27 24 39 27 38 38 26 25 22 21 38 36 25 1 25 20 1 20 38 25 20 2366 72 76_ 30_( 26 23 20 23 I 21 19 18 18 17 1 17 17 17 16 1 20 18 1717 15 15_ 78 1 - 84 90 1x4x. 125 4 Anchors O I---- 4P 50. 62', w 54 6C 63 6E 72 7E I 78 84 D 90 96 OPENING WIDTH 1 90 IN INCHES 100 115-1 120 1 130 160 50 : 60 ' 70 80 170 1 170 170 1 170 170 170 , 170 170 170 170 170 170 170 170 170 1 170 170 170 170 170 170 1170 I 170 170 170 162 170 . i 170 r 158 1 157 170 170 170 170 ' 170 170 0157 157 157 170 - 170 1 157 i 143 134 1 127 . 124 122 122 122 170 160 141 126 119 1 112 1 108 106 106 106 170 145 I 127 115 166 1 100 1 96 93 92 92 142 120 I 105 95 87 81 77 74 72 71 120 102 90 81 74 69 65 63 61 59 1 94 83 74 68 63 T 66 57 55 53 88 75 65 1 59 53 49 1 46 44 42 40 72 I 60 53 I 47 43 1 39 1 37 35 33 31 59 50 43 i 38 35 32 1 30 28 27 24 41 35 30 27 24 22 I 20 19 18 16 38 32 28 1 24 22 20 1 19 17 16 NOTES I. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS. CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. Z-Y/L J. REFERENCE TEST REPORT FTL —2902, 2903 AND 2975 Robert L auk P-B- P. E.139712 StnFmm Vertical Mull Mug Length Opening Width Horizontal Mull 1— r--- OpeningWidth Mull Length Multiple Mulled Units I Mug Length• I I Opening Width APPW40 ASS CCOMKY "I soutM tUN puq [ I er J [ 0 v iWloivLSgN eu40Mfi CODECOYVIwKE OFFrrto acrc w 00 -09, 1. E T W.P.J.P. v 4128100as INDUSTRIES PRESSURE CHARTS rro.: 1 " STD. WALL MULLION wo rruwonoor omvt P.Q. Box use &.a./wee t xe4: a..:.F w. NOWAK n 34275 MKO x Ft.34n4 MULLS NTS 5 a 5 6620 i r4i 8 (TYP) z 14 1 x STD.* WALL MULLS MAT'L: 6063—T6 KPNOY04CCOY"- iM1nEouEMfiL6pi er ! mrot omsae aao+c moe v CtEtOurFw f Oo -O 4 Z t7W. P.J.P. ° {/29/Wzumm -- 1 0 41% INDMUI S PROFILES N TE: Robed LC I" STD. WALL MULLION 1. REFERENCE TEST REPORT FTL —2902. 2903 AND 2975 PE SM12 ion moow Locr As* as wx 15" k.r. 7c. &"&v "' Stnxnww NOKOV t n .una xaro at n 34n. MULLS NTS 4 « 5 6620 0 WINDOW FRAME JAMB TYP.) I II @) I II I II INSTALLATION MULLION I II ANCHOR I 1 I ANCHOR I I MULLION ( TYP') BRACKET ANCHOR , p+ j. INSTALLATIONBRACKETC — NT FLORLWA D' ©' MANUFACTURER NAM: 0 v a 0 SECTION B- B TER. FIDE # 8 SELF TAPPING SMS (TYP.) SUBSTRATE MULLION DIE NO. 1445 SECTION A - A_ v EXTERIOR ELEVATION DWG No: GEN70452 MULLION DIE NO. 1445 ANCHOR TYP.) SEE NOTES 2 & #3 1— 7 /8 "--I NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH TO ACHIEVE 1-3/8" MIN, EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS T TtE: FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 AREA: — — — — DRN: JS±:LD: DATE:3/1% /O2 WT/FT: SCALE: { ALFDWG NO: GEN-0452 PRiPAjWn AT PRODUCT 7ECHNOLOCr CORP, 250 NTERNADONAL PKWT, NEAMROW. FLOWDA 32746 PnONE 407-505-0365 FAA 407-605-0366 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPANS WDW. HGT. V 26.000 53.000 222 61.000 153 74.000 92 96.000 38 106.250 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020039 HEATHROW, FLORIDA 32746 12-Jan-2002 PHONE 407 805-0365 / FAX 407 805-0366 01-1201 6A t -, GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #144S FLANGE VERTICAL S.N. SIZES WDW. WTH. > WDW. HGT. V 19125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION 01445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCAnON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 805103W I FAX 407 805MW CA020122 FEB. 19, 2002 02-0217 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 A FLANGE VERTICAL R.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805MW I FAX 407 805MM CA020123 FEB. 19, 2002 02-0217 v-Cs==51 MUL LI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION vCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A- A A B MULLION ANCHOR BRACKET 4 a Ole 4 SUBSTRATE V JLLION GCE NO. 14=6 INSTALLATION ANCHOR TYP.) v " v v SEE NOTES 2 & #3 0 1-7/8,. j SECTION B-B CENTRAl FLORIDA B. 0.A. MANUFACTURER rv = EXTERIOR ELEVATION - E v Nv NMASTER FILE # 5' OTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL A L U M I N' U M C 0 R P . SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETA:I_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO vdOOD AREA: ---- naN: JS AaRvD: __-- DATE:3 1 FRAMING. WT/FT: _ _ — — SCALE: HALF MATL: — — — — D. NO: PREPARED BY PRODUCT TECNNOiLOCT CORP., d5O MTERNATIONAL PKMY, NWROA. FLORIDA 37749 =NONE 407-805-OUS FAA GA. 6 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES WDW. WTH. > 19.125 WOW. HGT. V 26.500 30.500 37.000 48.000 53.125 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION 01446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING. INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020035 HEATHROW, FLORIDA 32746 JAN. 11, 02 PHONE 407 805-03651 FAX 407 805-0366 01-1201 4A. I. GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24.000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.000 93 67 51 45 43 72.000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPUCAT/ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020036 JAN. 11, 02 01-1201 MULLI, ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP. ) 8 SELF TAPPING SMS (TYP.) iviv'-uviJ DIE NO. 1448 SECTION A -A MULLION ANCHOR BRACKET Aa v a 00, 0 SUBSTRATE MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) SEE NOTES a 4 # 2&#3 o --s— I---- 7 1 1 A A SECTION B-B e LENTRAL, FLORA B. O. A. F. B -J ELEVATION MANUFACTURER NEXTERIOR NOTES:TER 'fMAS 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BYEAREA: GENERAL ALUMINUMCORP. SIDE. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. VERTICAL MULLION INSTALLATION DETa._ EMBEDMENT INTO CONCRETE OR MASONRY. MINUM TUBE MULLION, D!E N0. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 DRN: JS APRW: ----OATE: SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOODFRAMING. SCALE: MATL• DWG NO:-- HALF ---- PREP,P£D Br PRODUCT TECMNCLOCY CORP. 250 INTERNAT:CNAL PKWY, rEANROw, GLCRIO 327+e PHONE •07-305-0365 FAX •1T `--%'C GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 18.000 24.000 30.000 36.000 48.000 53.125 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION 01448 WHEN USED TO MULL: FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 806-0365 I FAX 407 805-0366 CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 4;A ?,?/ FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPUCATlONENGINEERING. INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 BOWEN ENGINEERING' CORPORATION EMN 1428 VA93AR UrF4MT' OR-000, FL 07804 I I, BEC JOB No, 400 NAME SkEET N0, OF CALCULATED BY OAIM DRAWN 9Y DATE 1+J 51 ` , s ti16 5 @ t!>A D E le S I ot3TV99 6pR1EA (FLA-jSw(..Gop,F Ldt T) ED #T7Cy r a+'S 1 O.a 57R S P (PC -A. S%.v4, GoDS LdT&r) e D +TI 040 zar, -A ;14" m . G . MAX W/ C1) b/fib„ e6 Tip cOa 9 9 as . Ao4 a; P 8 oa s+' w+d a-1-+eto1D1oe1e, co es Mvct ra2 4 PE S CASTNj GL p C 4d d A I _l5.6sq QA i yPLs WA IlrG P.p Qotti oQM+A R f I p ) As reeT MQN•+ Pc l e e REco ME--cQ- G Ip-46s floe A D M n , CiA1. q*- -PC . rvgj - 7 I r,,! 11-311 i-f: f;t, ?-tpr', x h Nr.'I;: F g, ljil y I ill:. JUL-26-2002 02:52 AM P.03 ANIwy fr R Al1L ph A %AR RO bo !a (SWO rwtiN(ie'lRW4 """' 14 . t 0 e Tmolft am a. un llr: '0'N1 ` HUR CANE ENGINEERING & TESTING INC. Unvo rrn &9* Air husars Team J* 12ft 2001 REPORT NUMM: HETI-K-1944 hLt1VUFACTURER: Melia, Im. 0300 Flair DrW% We 107, M Monte, CA 91731 TliK I,(X',ATI0N: Hurricane Enginarinp & Teate Ina. 89.2 NW"813" N. 33166 NOT1M- ATION NO: rL 1XII01038 (h1Qv94>ADB COL'N1'Y', I'LORIDA) SBCGI USTING No.: TL - 9mA I .A14 (.RK1 11rK'A1Tf)1t NiJMHF,K. 014617.03 PRODUCT; Hulivw Giaw Blink Wall/Window PRMUCT DESMIFIMN; Hollow Glow Bkcke Notuinol Diatemioa: 7 34" it 7 3/4" x 4„ PRMUCT SIZE: 72" wide x 77" hish DRAWING NUI MM; 97.1S. A1-Faooq Catporndox. DAW 4r12.97 NOTE: IYE'l7.r1WN&ldruwtq fs un IntrxrulW-14flh4 rpwl. DESIGN LOADS 40: +SS and 4K TEST WMISIIFD AY: (am or pnru) Syed WWW AIL Ph.D. (HRn) Imo, B9Phd* Qom htr. Lemanio a 8avin;, E.1. (HBTI) W171\EMINO ENGII+IEBR: Heotoe u Dina, P.R. (Hp) 6632 NW 441h &W, M*H. "s, 2614& ohen* (44M UNM Fm (=I U7.1013 rmr:.+ww unK.n"aaro,eem VFW" 4OU J. r 1w. ry T.MM.II L. m Tn• fly •w : *1 t t N1 rIR'^ y ' u M! M~ P itl M y r'1 0 M TMrAMh Ji11 1 ieo ii COmurwation Desw1h PR MUCTI Food Hollow OLw Bleak Wall/Windowfl>E smi rrsom OF U..vn t L! 77•wlde:72" highve. a Tu erv.R; Noao. food MATnu" CI[ARACTmusTIG9 Cilosiq U0669141i 7 3/4" x 7 314" x 4^ Hollow Gloom Steob Olosirw Aluthod: R mollb [slow Sleek Maur «roNdlyd As ml sd7 for TypeVnrsUr r DAYS Opmoini: 72" wide s 72" Mob Odl OUT C.. aus: ocK US22SAA e... mcme. tom.. sane. MW hwW*w at joir" *we niutee ed with. 1•s'Y" widealhadaftuddwtype (a- r3 c %in mys) noel wggmnoisI"" wire} 10al". 100% dlleetN ***Iwo was applied slang to oxtw Pubwaftbatmanwoodbuckcuddlorblacks. i1DJSC0{ 1LipOs Bloat wore LwuUed in s 4x10 s ainal gyp !11 weed lias+o. IftTALLA? ION PiBRL TBR A 1•3/4'* x 24"x 0mr, ddak wau tie was bonded to the PwkuKw dicer blookr ord owboved to Use Bubwmbm vrM (z) 016x11a" Tteod peat with woehm ROOM Nee LTwt-t04& Np 3 a j, JUL-26-2002 02:52 AM P . 04 poem • t,l e.r (MO4 (WWI 14,_* Tee Rhr.w F.,W(NwnM"4i w e 1ww Joe A 15 " Test it eswks E761& r 5Md. AI P Pra1Ut! tpt Dlion Los Dealeiout of ad Dedodien (mba) Aeaw" pi) 1il dim e ow&) toldtaft t 6a n.07 c.atl n.ny ualn ttx an t jfamR t. 0.02 0.12 o.nn 11x1 No feetd 0, 19 l (1 O,.46 Il.gb 1 94 1 10 lr Half test I14 0.08 0.00 0.09 0.00 M 0. 23 OA 0.21 0.00 10030 Tset Loll/ late 0.37 w.0. 02 0,3S OA 97 1 30 vnvorrw ju% MW s way ww P-7-Tmo F" OC{"iamanCi wun Qe71m Op pv-vv. Concbesian The eyrzan wu taws is eaoordaaae wtu Protocol PA-94.202 of !Nb i-Dods C4a4, M.U. KWwwt MaydwhdOV4MalMyttheprfeaatwetwgt,Wnwmw of ASTM E330-M. ft Aw wel. thet f"WNAaat1 of BensZkm Buddiq Code NW=1707.4. nw eetnpls was intact et *A eo%*jojeet of aeoh " N()7' M Theahrrwt e W*WW obtained wuRS the dair4od wr methods %*Ivh t ieffa cONVIeRce %Wth the perfoereoRce e9MMI McRtr 4f MIS This sport dew wx constuure cerrocetlon er t:pecowft tumd, Syed WSW Ali, Ph. D, P.B. Preeidant Mwidmasubmw Hm*n , V Modine, Row Me. hI mi-104t feoe 3 d a. SHE A THING 8Y OTHERS 8 INSTALATION ANCHOR SCREW SHOWN (TYP) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW FRAME HEADER XT RI R FIN TYPE — WINDOW FRAME SILL CAULK BETWEEN FIN dt SHEATING I- MIN. I- EMBEDMENT 2 X WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) SILL STOOL BY OTHERS 8 INSTALATION ANCHOR SCREW SHOWN (TYP.) SHIM AS REO'D. 2 X WOODSEENOTES) BY OTHERS FIN TYPE BY ETWEENWINDOWFRAME / SHE< S B FINJAMBBY0,..r2S 1' MIN. EMBEDMENT SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS XT RI R PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH. El /—ANCHOR (TYP.) I 0 0 % 24' O C. / MAX. (TYP.) 0 0 WINDOW T— EOUALLY SPACE ANCHORS (TYP ) II HGT. 4-1 o 0 6 o / o PERIMETJRBYOTHESHIM O REO' D. o 0 SEE NOTES) o o D o O 6' MAX. (TYP.) 8 SCR INSTALA2 X WOOD ANCHOR BY OTHERS TYP,) ' 6 MAX. (TYP ) CAULK BETWEEN WINDOW FIN d: ELEVATION EXTERIOR SHEATHINGFINISHBYOTHERS VIEWED FROM EXTERIOR SHEATHSECTION 1 5Y OTHERS Ln Fr? n UMINUM STFEll FILE # 3 COMPARATIVE ANALYSIS k ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF #8 SCREWS NO. OF 0.090 DIA NAILS SIZE (INCHES) CAPACITY IN PSF REO'D IN FRAME REO'D IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD SILL O EA. JAMB HEAD SILL 0 EA, JAMB 16 x 30 109 109 2 2 2 2 2 3 16 x 40 83 83 2 2 3 2 2 3 16 x 50 63 63 2 2 3 2 2 3 16 X 2 3 20 X 30 86 86 2 2 2 2 2 3 20 x 40 73 73 2 2 3 2 2 4 20 x 50 59 59 2 2 3 2 2 4 O x 60 48 48 2 2 3 2 2 4 28 x 30 57 57 2 2 2 2 28 X 40 52 52 2 2 3 2 2 3 28 x 50 46 46 2 2 3 2 2 4 28 X 60 40 40 2 2 3 2 2 4 30 x 30 52 52 2 2 2 2 2 2 30 X 40 49 49 2 2 3 2 2 3 30 x 50 43 43 2 2 3 2 2 4 30 x 60 40 40 2 2 3 2 2 4 38 x 30 41 41 3 2 2 38 X 40 40 40 3 3 3 3 3 3 38 x 50 40 40 3 3 3 3 3 4 x 40 40 3 3 3 3 3 5 40 X 30 40 40 3 3 2 3 3 2 40 X 40 40 40 3 3 3 3 3 3 40 x 50 40 40 3 3 3 3 3 4 40 X O s0 4 3 3 3 3 3 5 a 7 4 0 4 4 4 1) SHIM AS REO*D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) WINDOW FRAME MATERIAL; ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL h JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) CLASS THICKNESS MAY VARY PER THE REOuIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUALIFiED. 6) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSIUvE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 60 PSF ACHIEVED IN TEST. 7) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS, USING 0,090 IN. DIA NAILS OR /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I" EMBEDMENT INTO SUBSTRATE 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. 9) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASS SINGLE HUNG SERIES oKP.RED By PRODUCT 6 . ZLI A'iCn E+,.. . ,_. . ,n'EP•.a*..7.<i cN wx. s,— :,_. _.n4: x. f.OPC•. .2- '•Or+E •4-3J5-.365 %•. s0f-ECS-035E ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE & w000 euac CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FUDGE TYPE WINDOW FRAME HEADER EXTERIQB WINDOW HEIGHT FLANGE TYPE WINDOW FRAMf SILL PERIMETER CAULKBYOTHERS SHIM AS REO'D SEE NOTES) BUCK WIDTHINSTALLATIONANCHOR 3/16' DIA. TAPCON SHOWN 1/4' SHIM FLANGE TYPE SPACE MAX I CAULK BETWEEN WINDOW FRAME WOOD BUCK i JAMB MASONRY OPENING MIS BY OTHERS t7 1 1/4' MIN. EMBEDMENT PERIMETER CAULK BY OTHERS WINDOW WIDTH 1/4' SHIM - SPACE MAX. BUCK HEIGHT SILL STOOL BY OTHERS In 4 CAULK BETWEENl WINDOWFLANWOOD BUCK SECTION 2 WINDOW WTH. A B C D J / WINDOW HGT. F H CAULK BETWEEN WINDOW FLANGE do PRECAST SILL WITH VULKEM PRECASR SILL116 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 GENERAL. ass: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4*. 2) WINDOW FRAME MATERIAL -ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD h JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 115 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VULJOM IIS ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULX FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENIS OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1540 INSULATING CLASS SINGLE HUNG SERIES. ONE BY WOOD BUCK BY OTHERS 1 1/ 4' MIN. t—EMBEDMENTSHIMAS REO'D SEE NOTES) CONCRETE OR MASONRY OPENING BY OTHERS ANCHOR 3/ 16' DIA TAPCON SHOWN CAULK BETWEEN WOOD BUCK k MAS'Y OPENING BY OTHERS EXTERIOR FINISH BY OTHERS i K 2 G 1 - ELEVATION VIEWED FROM EXTERIOR RiTy'FRA L7/aFLLGF,. M A. $, 0 . L ' V tii: GJF li. 1 CiJCXR N',:Yl.C c gP1VERA11 111 u...{iAIUM V k QTP. R RUN $ -:; COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS NOTHACGHT EXTERIOR INTET60R HEAD JAMBS SIZE 12 19t/ 1 x 26 99 99 B F.G F,C 13 19 1/3 X 38 3/8 78 78 B F,G 14 19 1// X 50 5/8 59 59 B F.G 14+ 4 191/4 X 54 a^ 54 54 52 8 F, G 14+ 5 15191/ 9 X 55 3/1 19 1/3 X 63 52 45 45 B B F. G 16 19 its X 72 40 40 A I F.G 1H3 26 1/ 2 X 38 3/8 5126 51 51 8F, G 1H4 26 1/ 2 X 50 5/9 44 44 B F.G 1H4+4 26 1/2 X 54 3/0 42 42 B F,G F.G 1 H4+5261/2 X 55 3/1 41 41 B F.0 INS ims 128 1/2 X 63 28 t X 72 40 40 40 40 a a F. G 3OX2 30 1/ 2 X 26 6 B G FAG 30X3 30 1/2 X 38 3// 44 44 B F.0 3OX4 30 1/2 X 50 3A 40 40 40 B FX 3OX4+ 4 301/2 X 54 3/8 40 40 B F. G 30X4+ 5 301/2 X 55 5/8 40 40 B B F. G 300 30 1/2 X 53 40 40 40 a F 1 22 x 51 51 B F.G 23 37 X 38 3/11 40 40 B F,G 24 37 X 50 8/8 40 40 B F.G 24+4 37 X 54 VI 40 40 B F.G 24+5 37 X 55 3/1 40 40 B F,G 25 37 X 63 40 40 B F.%HJ 6 37 X 72 40 40 F 1 4626 48M 48 x 26 48 X 36 3/6 46 40 49 40 B B G F. G 4850 48 X 50 3/8 40 40 B F.G 484+4 48 X 54 VB 40 40 B F.G,H,1 484+5 4003 48 X 55 4/1 48 X 63 40 40 40 40 B B F. G, H.: F.G,H, 32 53 t/ 1 x 25 45 45 B F,G 33 53 %/6 X 38 3/1 40 40 B F.G 34 53 1/ 3 X 50 RA 40 40 13 F.G.H.1 34+4 53 1/8 X 54 5/1 40 40 B F.G,H.I 34+5 53 1/3 X 55 6// 40 40 B F,G,H.1 35 53 1/ 4 X 63 40 40 B FAH,1 35 53 t X 72 40 40 B F G H 1 N=- 1) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15X OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE UMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FLANGE FRAME WANDOW IN CONCRETE OR MASONRY OPENING USE 3/18' DIA. TAPCON ANCHORS OF SUFFICIENTLENGTHTOPROVIDEMIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4) INSTALL /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPUED INSTALLATION HOLES. 5) IF EXACT WINDOW SIZE IS NOT USTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO D. 1 •-A -A -• 1 - 1 - a wntimee KKLMUQ OT: YKUW1. 1 ,u.nm+wu, ..,,,..., ,,...,..-..,...n .,................ ............. .-..-.. __. ._ ..._.._ SHEA BY 0 CAULK BEHIN EXTERIOR FINISH BY OTHER'. PERIMETER BY OTHERS FIN TYPE WINDOW i HEADER GLAZINC SEE ML.__. EXTERIOR FIN TYPE FRAME SD PERIMETEI BY OTHER EXTERIOR FINISH BY OTHER CAULK BE SHEATHIh By OTHERS WINDOW WIDTH 1/4' MAX SHIM SPACE 2 x BY WOOD By OTHERS SHIM AS REO'D. 2 X WOOD BY OTHERS FIN TYPE VINDOV 48 INSTALLATION FRAME JAMB / ANCHOR SCREW 1' MIN, SHIM AS REO'D GLAZING EMBEDMENT SEE NOTES> MAX. SPACE WINDOW HEIGHT WINDOW HEIGHT IL S tEO'D. L1/4' MAX SHIM SPACE 08 INSTALLATION ANCHOR SCREW 2 X WOOD BY OTHERS EXTERIOR PERIMETER CAULK By OTHERS 08 INSTALLATION EXTERIOR ANCHOR SCREW FINISH CAULK BEHIND FINBYOTHERS SECTION 2 SHEATHING BY OTHERS COMPARATIVE ANALYSIS & ANCHOR CHART W N W SIZE DESIGN PRESSURE NO. OF 08 SCREWS NO OF 0.099 DIA NAILS INCHES) CAPACITY IN PSF REQUIRED IN FRAME REQUIRED IN FRAME VIDTH/HEIGH EXTERIOR INTERIOR HEAD L SILL 2 EA JAMB HEAD L SILL 2 EA, JAMB 20 x 30 40 40 2 2 2 2 20 X 40 40 40 2 3 2 2 20 x 50 40 40 2 3 2 3 O x 60 40 40 2 3 2 3 30 x 30 40 40 2 2 2 2 30 x 40 40 40 2 3 2 3 30 x 50 40 40 2 3 2 3 30 x 60 40 40 2 3 2 4 40 X 30 40 40 3 2 40 X 40 40 40 3 3 3 3 40 X 5D 40 40 3 3 3 4 40 x 60 40 4 3 3 3 5 50 x 30 40 40 3 2 4 2 50 X 40 40 40 3 3 4 3 50 x 50 40 40 3 3 4 4 50 x 60 40 40 3 4 5 x I 40 40 4 4 2 1 EOUALLY SPACE ANCHORS (TYP.) I I 6' MAX (TYP> 0 0 0 6' MAX. CTYP.> - -- ELEVATI N VIEWED FROM EXTERIOR CENTRAL FL(C)MA R. O.A.E. MA+NUFACT R NAME: L -3gAICLR4L Air 1Mt1V //r1 MASTER FILE # NOTES. 1) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION. FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS USING 48 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I' EMBEDMENT INTO SUBSTRATE OR 0.099 IN. DIA. MAILS. 3) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE QUANTITY LISTED WITH NEXT LARGER SIZE. 4) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL L JAMBS, 7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 8) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 GLASS CHARTS SINGLE GLAZING IS SHOWN, INSULATING GLASS ALSO QUALIFIED 9) GENERAL ALUMINUMS 1100 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO 1900 SERIES PICTURE WINDOW. SECTION I rj5- ."i INSTALLATION ANC-CR — DOG;: VIDTH "'— 4 MAX. SHIN S=ACE TVC 3r VCCu INS =-LLAT!CN A,tiCrC c SCRSHEATHING (SEE NOTES) V I _ I-i/E M(N By GiHE2S CODBYCTHERS I LM?EDMENi 3- CAUL:< BETVEEN 3Y OTHERS TWO B ^ vOODDOCPFLANGE SLIDING GLOSS S SHEATHING R, OT^crA CCCP. FRAME JAMS CAUL!( BEi VE:N MOCK $iM(. L S7 iEATHING SLIDING CLASS DOOR SHIM SPACE I ` NOOK STRIP , S"_(E NOTESO 0 I-1/8' MMEIN. EMBEDNT STUCCO OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS Auk. ' WONG GLASS DCGP.,r'RANE - SILL D . TEMPERED GLASS (TYP.) DOOR HEIGHT 0 MBE I;MEN T M!N. G A `. / A D LIBERALLY APPLY J// D I CAL;LKING ENDER SILL OR SE SILL IN ZED !NSTALLATICN ANC:'lCR GF C=NC.RE"= 3/I6' 11A TAPCON SEC 11LN tt :A F INSTALLATION ANCHOR e8 SCREW TEMPERED GLASS TYPJ CAULK BETWEEN DCOR FLANGE L SHEATHING PERIMETER -- SHEATHING CAULK BY 6Y OTHERS TEMPERED GLASS OTHERS STUCCO (TYP.) CR SIDING By OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B A —0I SHEATHING BY OTHERS STUCCO OR SIDING BY OTHERS HOOK STRIP DETAIL 1-1/8' MIN. Em3EDMENT NOT' s I) DOOR MATERIAL+ ALUMINLN ALLOT 6063. 2) X8 INSTALLATiCIN SCREWS MUST 2C C.F SUFFICIENT LENGTH TO ACHIEVE MIN EMKZMCNTOF' 1-1/9' INTO WOOD. TAPCCN TTPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE HIM. ENBEWNT OF 1-I/4' INTO MASONRY OR CGMCRETE. 3) INSTALLATION ANCHOR CHART CN BACK Or THIS SHEET. AI USE SILICCHIZED ACRYLIC CAULK 3EHINO ODOR FLANGE AT MEAD t JAM3S. S) us' SILICCNIZEO ACRYLIC CAULK FOR PERIMETER SEAL AR"D EXTERIOR OF UXIR.. 1 ' 6) IF EXACT k6i SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OuANTITY LISTED WITH NEXT LARGLR SIZE, FOR TrF APPROPRIATE DESIGN PRESSURE REO'D. 11 FCR POCKET COOK SIZES USE CLOSEST BYPASS DOOR SIZE i COWIGURATION TO 'INISKO CPEMIN6 B PLACE INSTALLATION ANEHMS, IN FRONT OF HOOK STRIP AS SHOWN 8) GLASS YNICX14ESS MAY VARY PER RCOUtREMEMTS OF ASTM E1300 GLASS CNARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZE? OR MS(AATtNG GLASS 10) jAml / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAN SEALER. 11) SHIM AS REC'U. AT EA SET CF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO 3E 1/4•. IV ALL INSTALLATION AMC'ERS MUST BE MADE OF CORROSION RESISTANT MATCRtALS A 13) WHERE •X' REPRESENTS MOv ING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED I CaWIWRATICNS ARE AS LISTED Cr ANCCR CHART ON BACK OF THIS SHELF. EXTERIOR E L E V A T TQ `y 1A) ABOVEnOTALLCcNFIGURATICNSLISTEDAVE ARE SHOWN ON THIS DRAWING. HOWEVER !MS-AL•ATICN r; SECTIONS 'A -A', '1-3' t Hi 0( STRIP 3ETAIL APPLY TO INSTALLATION OF ALL AP-QCVED CONFIGL`IRATICfRS. 2 PANEL DOOR SHOVN 15) FLORIDA EXTRUDERS '000 -CRIES SL:DtNG CLASS DOOR IS SHOWN THIS PRINT ALSO AP?L _S TO 2000 SERIES AND WO SERIES. T REVS DESCRIPTION DATE 1IN11 L P. I D A EXTRUDERS f ! IN T . INC. FL. I ( TITLE: SLIDING CLASS Drn:; 1 INST i-L..TION \dTT';-i SCR:_'`NS 2002 1 I I DRAWN 3? APPROVED BY: - 1 I ATE: l-iSCALE: " IDWG r 8 SCREW INSTALLATION ANCHOR CHAP. NOMINAL DOOR QUANTMES IN HEAD a SILL OUANTI TIES IN EA. JAM3 QUANTITIES IN EA. H O< STRIP DOOR SIZE AND, SIDE UP TO 46 PSF TO 61 PSF i UP TO 46 PSF TO 6l FSF TO UP TO 46 PSF TO 61 PSF TO CONFICUoATjON 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PS 60 PSF 70 PSF 4068 XX, Cx, x0 48 X 80 6 6 6 8 8 8 8 8 a 4 4 4 a 5068 XX, OX, XO 60 X 80 6 6 6 8 8 6 8 4 4 4 6068 XX, OX, XO 72 X 80 6 8 8 8 8 8 4 4 4 8068 XX, OX- XO 96 x 80 10 10 10 8 8 1 8 4 4 4 10068 XX, OX. XO 1080 XX. Ox, x0 I20 X 80 60 X 96 6 6 6 10 10 10 5 5 5 6090 Xx, Ox, xO 72 X 96 8 8 8 10 10 10 5 5 5 5 5 8060 XX, OX, X0 96 X 96 10 t0 10 10 10 10 t0 5 5 5 5 10080 xx Dx XO 120 x 96 6 10 12 10 12 12 6 6 650100XX, OX, XO 60100 XX, OX. X0I 60 X 120 72 X 120 6 8 6 8 8 12 12 12 6 6 7 Xx x XG 96 X 120 10 1 to to 1 12 1 12 12 6 1 7 8 aQjM 9068 OXO 109 1/8 x 80 A2 12 12 8 8 8 4 a 4 4 12068 OXO 145 1/8 X 80 14. 14 14 8 8 8 4 4 15068 OXO I81 1/8 x 80 16 16 16 8 8 8 4 4 4 5 9080 OXO 109 1/8 X 96 12 12 12 10 10 10 10 55 5 5 5 12080 DO 145 1/8 X .96 14 14 14 I 10 10 10 t0 I 5 5 515080OXO1811/8 X 96 16 6 18 t0 12 5 7 8 90100 XO 109 1/8 x 120 12 12 12 12 12 5 7 8 120100 OXO 145 1/8" X 120 1 14 4 4 12 12 12 4 9068 XXX 106 5/9 x 80 12 12 12 8 8 8 a a 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4I 4 4 ISd68 Xxx t78 5/8 X 80 8 8 10 8 10 4 5 4 5 5 9060 xxx 106 5/8 X 96 12 12 12 10 10 10 5 5I 5 12080 XXX 142 5/8 X 96 14 14 14 10 10 10 5 5- 5 15080 xXx 178 5/8 X 96 6 16 16 10 6 7 8 90t00 xxx 106 5/8 x 12Q 12 I 12 12 12 12 I 12 12 j I 6 7 8 t xxx 142 5/8 X 120 a c a 12 12 4 4 10068 OXXO 119 5/8 x 80 12 12 12 8 8 8 4 4 12068 OXxO 143 5/8 X 80 14 14 14 8 8 8 4 4 16068 OXXO 191 5/8 x 80 18 18 18 8 8 8 4 4 4 1 10 5 5 5 12080 OXXO 1143 5/8 x 96 14 I 14 I 14 10 0I J l0 I 5 I 5 5515080OXXO1915/8 x 96 l8 I8 18 10 10 J 7 8 1001o0 QXXO 119 5/8 x 120 12 12 12 Ic 12 12 6 7 8 120!00 OXXO 143 5/8 X 120 14 14I 14 12 I 12 12 6I I 7 8 160100 0 xxO 191 5/8 x 120 l' tE 9 jj 12 2 12 6 1 XXXX t /4 X b 12 12 12 o b 4 12068 XXXX 141 1/4 X 80 14I 14 14 8I 8 8 4 1 4 4 4 16o68 xxxx 189 1/4 X 80 6 16 16 8 8—L 8 C I 4 10080 XXXX It/ i/4 X 96 12 12 12 io_ 12"080 XXXX 141 1/4 X 96 14I 14I 14I t0 Ilu10 10I I 5I5o! 8p xxx.x 189 1/4 X 96 16 t6 6 10 10 0 7 icolGo XXXX 117 1/4 X 120 12 2 12 2 12 I !c' Ic01o0 XXXX 147 1/4 X 120 I 14 14 14 i2 12 2 i 7I7 I a buiOC XXXx 89 't/4 x !20 j 16 IFLORIDAN !.RINc4 SANFORO, SLIDING GLASS DCGR INSTALLATION ,WTT- #F IC ? NC: 7 3"Jr< LIV1._ :•: N.727 i MAS NK Y•O"_!IfvG C' i CAU0!Z--TVE:N ULIOr FLANGE 5 WOO'; PUCK CAULK 'TvE.N PERIMETER FOOD BUCK B CAULK. BY MAS'Y. OPE7i3OTHERSfBy 1 OT LRS STUCCO BYOTN+E; S INSTALLATION ANCHOR K8 SCREV (TYP. WHERE — TAPCONS ARE NOT REO'D-) SLIDING GLASS 00R FPAME SILL 7 d o 0 LIBERALLY APPLY —/ CAULKING UNDER SILL INSTALLATION ANCHOR 3/1b" DIA. TAPCON INSTALLATION ANCHOR R° SCREW (TYF. WHERE ON. ? WOOD IAPC NS A; ---NOT REO'D.) PUCK BY OTHERS 1 1/4' MIN. EMBEDMENT c J/4' MAX. p • SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT A EMBEDMENT A. 1-1/4' MIN. OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' D.A. TAPCON SECTION A -A SLIDING GLASS DOOR FRAME JAMB J/4' Max SHIM SPACE l 1/4' MIN. EMBEDMENT 0 ONE BY WOOD I BUCK BY OTHERS CAULK BETWEEN Q WOOD BUCK & MAS'Y. OPENING BY OTHERS SHIM AS P.EO'D. I (SEE NOTES) 4 INSTALLATION ANCHOR 3/16' DIA. TAPCON TEMPERED GLASS 4 CAULK BETWEEN TYP.) DOOR FLANGE L WOOD BUCK PERIMETER CAULK BY f CONCRETE OROTHERSjIMASONRYOPENING S.G.D. WIDTH BY OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPCON SLIDING GLASS DOOR HOOK STRIP 1-3/4' HIM. EMEEDH[NT I 1 CONCPET_ OR MASONP,Y OPENING BY OTHERS Qy Q J fC L CAULK BETWEEN tt' WOOD BUCK L I MAS'Y. OPENING BY OTHERS t{ CAULK BETWEEN HOOK STRIP 6 WOOD BUCK Q { ONE BY WOOD - BUCK By OTHERS STUCCO " BY OTHERS 4V4 ITIAL" A%AMMA, B.O.A.F.TEMPERE GLASS —, • SECTION B4ANUFAC 1mm AME: TYP.) SLIDING GLASS DOOR P INTERLOCK MASTER FILEHOOK STRIP DETAIL A 11 DOOR MATERIAL: ALUMINUM ALLOY 6063. 21 TAPCON TYPE INSTALLATION ANCHORS MUST SE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT Of 1-1/4' INTO MASONRY OR CONCRETE. 3) ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL FRANC MEMBERS. 4) TAPCON ANCHOR CHART ON BACK OF THIS SHECT. 51 USE SILICONIZCD ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L JAMBS. 6) USE StLICOMIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOCK. IF EXACT DOOR SIZE IS NOT LISTED IN ANCMOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE RE". 8) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPCNING. 1 ' PLACE TAPCM S, Or ' HOOK STRIP AS SMOVN. 9) GLASS THICKNESS MAY WARY PER REOUtREHENTS OF ASTM E1300 GLASS CHARTS. 10) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH 98 SCREWS 3 BOrSUFF1CICHTLENGTHTOPROVIDEMIN ./8' EMBEDMENT INTO WOOD BUCK. 11) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED Olt IMULAT;NG GLASS. 12) JAMB / SILL CORMERS ARE TO BE SEALEO vITN A SMALL JOINT SEAM SEALER. 13) SHIM AS REO'D. AT EA •ET OF INSTALLATION ANCHORS. MAX ALLCVAILE SHIM TACK TO BE 1/41. 14) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. 15) WHERC ' x' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED A CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK Or THIS SHEET. 16) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLATION EXTERIOR ELEVATIONSECTIONS 'A -A', B-B' t HOOK STRIP DETAIL APPLY TO INSTALLATION Or ALL APPROVED 2 PANEL DOOR SHOWN CONFIGURATIONS. 17) INSTALL ONE TAPCON IN CACH PAIR OF FACTORY APPLIED DNS'ALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR CHART SEE BACK OF THIS SHEET. Ib FLORIDA EXTRUDERS Iwo SERIES SLIDING GLASS DOOR IS SHOWM. THIS PRINT ALSO APPLIES TO 2D00 SERIES AND 500 SERIES. REVS DESCRIPTION I DATE INI I a T EXTRUDERS L { \ j A INT. INC. SANFOPP FL. TITLE: SLIDING GLASS DOOR INSTALLATION ION WITHT APCONS DRAWN BY: 3B I APPP.OVED BY: I I nATF• in/r5m Icrii t•- N i C nwr rl rvnn lAPCON ANCHOR CHAR NOMINAL DOOR DOOR OUANTITIES IN HEAD & SILL OUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO ' UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 406' xx, Ox, x0 48 X 80 3 3 3 4 4 4 3 3 4 5068 XX, x, XO 60 X 80 3 3 3 4 4 4 3 4 4 6068 Xx, Ox. xO 72 X 80 4 4 4 4 4 4 3 4 5 8068 xx, Ox, x0 96 x 80 5 5 5 4 4 4 3 4 5 1006? XX, Ox, XO 120 x 80 6 7( ) 4 4 4 3 4 5 5080 xx, OX. XO 60 x 96 3 3 3 5 5 5 4 5 6 6080 Xx, OX, x0 72 x 96 4 4 4 5 5 5 a 5 6 8080 XX, Ox, XO 96 x 96 5 5 5 5 5 5 4 6 6 WHO xx x x0 120 x 96 6 A 7 n) 5 5 5 4 6 6 50100 xx, Ox, XO 60 X 120 3 3 3 6 6 6 5 I 6 7 60100 XX, OX, XO 72 X 120 4 4 4 6 6 6 6 7 I 8 80100 xx. x x 96 X 120 5 6 6 7 (DI) I{ 6 8 9 9068 OxO 109 1/8 X 80 5 `` 5 6 4 4 4 3 4 5 12068 Ox0 145 1/8 X 80 7 9 02) 4 4 4 3 4 5 15068 Ox0 181 1/6 x 80 9 17 I( 3) 4 4 4 3 4 5 9080 OX0 109 1/8 x 96 5 5 6 5 4 6 6 12080 Ox0 145 1/8 x 96 7 8 (D!f. 9'S 2):' T:.7 5+a: 1 S .:.+'5 4 I 6 6 15080 OX 181 1/8 X 96 8 11 L3 5 5 5 4 6 6 90100 OX 109 1/8 x 120 5 5 6: DI) 6 8 10 120100 OX 145 1/8 X 120 7 9 02) 6 6 7 (DI) 6 8 10 9068 XXX 106 5/8 X 80 5 5: • --... 5- - ..- -= 4 • 4 - 4 3 4 5 12068 XXx 142 5/8 X 80 7 7 8 (DI) 4 . d' " : 4 3 4 5 15068 xxx 178 5/8 X 80 8 jo ( 1 4' 4 4 3 4 5 XXX 15/8 X 96 5 1208208 0 XXX 142 125/8 x 96 7 8 (D1) 9 (D2) I 15080XXX1785/8 X 96 8 3) 13 5 5 5 4 6 6 90100 XXX 106 5/8 X 720 5 6 6 6 7 6 8 I 10 0 xxx 142 5/8 x 120 7 n- 6 6 1 7 6 8 10 10068 OXXO 119 5/8 X 80 6 6 7 (D1) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 8 (D1) 14 4 4 3 4 5 16068 OXXO 191 5/8 x 80 9 10 (DI) 12 03) 4 4 a 3 4 5 10080 t1XXU 7/b X 5b b 6 7 (DI) 7 12080 OXXO 143 5/8 x 96 7 J8 DI) 9 (D2) 5 5 5 4 I 6 6 16080 OXXO 191 5/8 X 96 II 9 I ( ) a ( ) III ` 5 I 5 4 6 6 100100 OXXO 119 5/8 x 120 6 6 7 (D1) 6 6 7 (D1) 6 6 10 120100 OXXO 143 5/8 x 120 7 D2) 3 I 6 7 (D1) I6 8 10 160100 OXXO 191 5/8 x 120 10 (DI) 93 10 ) 6 6 7 (DI) 6 8 10 10068 XXXX Ili 1/4 X 16 6 4 4 4 J 4 12068 XXXX I 141 1/4 X 80 7 7 8 (DI) 4 4 4 3 I4 5 16068 XXXX I 189 1/4 X 80 9 (DI) II +0 c02) 12 (D4) 4 4 a 3 4 5 10080 xxxx 117 1/4 x 96 b 6 7 (DI) b 4 12080 xxxx 1/4 X 96 7 18 (DI) 9 (D2) 5 I 5 15 I 4 6 I 6 I 6080xxxx11411891/4 x 96 S (D1) 19 c a) I 5 5 5 4 I 6 6 xxxx 117 !/4 X 120 6 6 7 (DI) 6 I 6 D1) 6 8 0 f100100 1:0100 xxxx 111 i/4 x 120 7 I <D!) I 10 (03) 6 6 17 7 (DI) I 6 I 8 10 I ! 60100 xxxx c9 1/4 x 120 i0 <Dc) 3 (DS) i5 (D7) 6 I 6 7 (Di) 10 Fc 2 4 ANCHOP NOTES: 1) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'D1' THFU '07' DESIGNATES IN WHICH SIZE & CONFIGUP. EATIONS TWO TAPCONS ARE PE 0' D. 2) ' Dl' MEANS, INSTALL TWO T4FCCNS IN ONE SET.OF INSTALLATION HOLES. 3) ' D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) ' D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) ' D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) ' D5' MEANS, INSTALL TWO TAPCONS IN FIVE SETS OF INSTALLATION HOLES. 7) ' D6' MEANS, INSTALL SEVEN TAPCONS IN SIx SETS OF INSTALLATION HOLES. 8) ' D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD & SILL. B: SECONDLY, AT EACH END OF HEAD SILL NEAP. JAME CORNER., IF NEEDED. C: LOCATIONS IN HEAD & SILL OTHER THAN AS LISTED IN A & B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAP, HEAD & SILL CORNERS. C: LOCATIONS IN JAMBS OTHER. THAN AS LISTED IN A & E. n EXTRUDERS I LfI'i INT. INC. SANFORD. FL JMLE: SLIDING rLASS DOOR, TA= CON G_-SS CriAPT J f- i'201.ro, rNE CIVIL s'"' N.T.S. •4Ncr__y0;2_ Sent By: RCS INC; 00000000000; Feb-3-03 3:36PM; Page 2 RUU-21-2M2 145052 r1.0PAY BLDG. PRODUCTS—TC P.01/06 8585 Duke Mason, OH 5 FAX COVER SHEET FROM THE DESK OF Mark W. Westerfield PHONE # (513) 770-6062 FAX # (513) 770-4853 DATE,• 8/21 Q George Iastings ® RCS Pl-IQNL #/FAX#: (407) 854-9551 1 Number of-oines_includina cover sheet: 6 MESSAGE: George, I pre ared the attached Florida Building Code (ASCE7-98) windload calculation to be forwarded tovhomever you wish. to the vast majority of cases, once the engineer/architect reviews the ument, the issue is resolved. Please forward the windioad calculation method as you wish. Thanks THIS FACSIqIILE MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO "ICH IT 18 ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED AND CONFIDENTIAL. Sent By: RCS INC; 00000000000; Feb-3-03 3:37PM; Page 3 AUG-21-2W2 VD:52 APAY BLDG. PRODUCTS—TC P.02106 G*RAGE DOOR WIND LOAD DESIGN PRESSURES PER SCE7-98 (FLORIDA BUILDING CODE), CHAPTER 6 The Florida Building Code states "Wind forces on every building or structure shall be determined by the provisions of Chapter 6 of ASCE7." [FBC Section 1606.1.11 Garage doors s*e considered "Components and Cladding" (C&C) per ASCE7-98 since garage doors, entry d ` rs, and windows transfer the wind to a supporting structure. The exterior walls of a building considered the "Main Wind -Force Resisting System" and use a different calculation m*od. The calculation method presented below is for components and cladding on buildings with ncan roof heights less than or equal to 60 feet. Step 1: Deteroine the Basic Wind Speed, V From Fig. 6-1 ASCE7-98, determine the Basic Wind Speed, V, for your gcographic region. ASCE7-98 used values based on 3-second gust wind speeds in miles per hour. Per the Florida Building Code"SC 1619), Miami-Dadc Co. is 146 MPH, and Broward Co. is 140 MPH. Step 2: Deteraline the Importance Factor, I The lmportat Factor, 1, is an adder included for "essential facilities" (hospitals, fire stations, etc.). See Table 6.1 in ASCE7-98. For residential construction, I in 1.00. Step 3: Deteri*&c the Mean Roof Height The mean roofheight is determined as the average (not peak) height of the roof from the ground. Ifthe roof sloO is less than 101 then the cave height may be used. Step 4: Dete a the Exposure Category The exposureegory is based on the local terrain of where the building is located (Section 6.5.6). The two exposure levels that will be discussed here are Exposure B and Exposure C. Exposure B is 4efmcd as 'urban and suburban areas, wooded areas, or other terrain with numerous closy spaced obstructions having the size of single-family dwellings or larger." Exposure C is 4efined as "open terrain with scatterer) obstructions having heights generally less than 30 ft. Thi category includes flat open country, grasslands and shorelines in hurricane prone regions.' The Florida Building Code defines the hurricane shoreline as within 1500 feet of the mean hillh tide line and barrier islands. Also, all of Miami -Dade and Broward Co. is Exposure C peg the Florida Building Code (FBC 1619). Step S: Deter ne the Velocity Pressure Coefiiclent, Kz The velocityp" sure coefficient, KZ, is determined from the exposure category and mean roof height ( Table 6 5). The Kz factor for Exposure B (C&C) up to 30 ft. mean roof height is 0.70. For Exposure (C&C), the Kz factors are as follows: to 15' Mean Roof Height: Kz — 0.85. 20' Mean Roof Height: Kz — 0.90. 25' Mean Roof Height: Kz ! 0.94. 30' Mean Roof Height: Kz - 0.98. Sent By: RCS INC; 00000000000; Feb-3-03 3:37PM; Page 4 A—21-2M2 If):53 CLOPAY BLDG. PRODUCTS—TC P.03i06 GARAGE DOOR WIND LOAD DESIGN PRESSURES PER ASCE7 48, CHAPTER 6 (continued) Step 6: Topodraphle Factor; Kzt This factor is 4od for unobstructed buildings on isolated hills and ridge lines. This factor will be ignored (i.e. Y4Y t —1.0) in this procedure. For more information see Section 6.5.7. Step 7: Wind PIrectlonality Factor, & The wind diredtionality factor for C&C is TCd = 0.85. See Table 6-6. Step 8: Deter"e the Velocity Pressure, qZ The velocity pressure, qz, is calculated from the following formula (Section 6.5.10): 0.00256KZ Kzt KaVZI (in lb/ft2 or PSF) Step 9: Deter"ne the External Pressure Coeiriclents, GCp There are external pressure coefficients, GCp, for components and cladding and therefore garage doors. he first external pressure coefficient is for positive pressure and the other two coefficients fo negative pressures. One negative pressure coefficient is for `Zone 4' and the other coeffici t for `Zone 5'. Zone 5 is the wall region in the comer of the building (also called the End Zone)fined as "10% ofminimum width or 0.4h [h = mean roof height], whichever is smaller, but noi less than either 40/6 of minimum width or 3 feet." Zone 4 is the wall region that remains after sbtracting Zone 5. See Figure 6-5A. According to 4e "Guide to the Use ofthe Wind Load Provisions of ASC.E7-98" published by ASCE Press ( p. IS), for components and cladding with a tributary area (A) of between 10 W and 500 R2 the, ollowing formulas are used for GCp: GCp +1.1766 - (0.1766)(logto(A)) GC--,Po4) _-1.2766 + (0.1766XIogio(A)) GCp, 5) _-1.7532 + (0.3532)(logio(A)) The GCp value(may be reduced by 10% if the roof slope is less than 10". Step 10: Det ne the Internal Pressure CocMcleuts, GCpp1 The internal p sure coefficients, GCpi, are determined from Table 6-7. For enclosed buildings GCpi = +/- 0.1 For partially -enclosed buildings GCpi = +/-0.55. Sent By: RCS INC; 00000000000; Feb-3-03 3:37PM; HUU—el—dldide 1C1:tDo-1 cZOPRY BLDG. PRODUCTS—TC 1 GARAGE Do OR WIND LOAD DESIGN PRESSURES PER ASCE7 $, CHAPTER 6 (continued) Mi Step 11: Detts, me the Design Loads, p The design top, are determined from the following equation: Page 5 P.04/06 p = gh[fGCp) - (GCpi)] where qh = qz since C&C are evaluated at the mean roof height. For the negati design load, the final design load is a function of how much of the garage door opening is in nc 5 (end zone). A common mistake is conclude that if any of the door is in Zone 5, then t whole door is calculated for Zone 5. According to the "Guide to the Use of the Wind Load Pr4visions of ASCE7-98", a weighted average may be used for components and cladding when eterrnining the negative design pressure [p. 77]. This means.that if 25% of the garage door 'ng is in Zone 5 and 75% of the garage door opening is in Zone 4, then the final negative deli pressure has a proportionally greater influences from the calculated Zone 4 pressure than a calculated Zone 5 pressure. A 1Ji Prepared by Mork W. Westerfield, P.E. Florida P.E. 495 Clopay Build Products Company m 2002, Clopa' Building Products Company Sent By: RCS INC; 00000000000; Feb-3-03 3:37PM; Page G HUG-21-2002 110s53 CLOPAY 9LDG. PRODUCTS—TC P.05i06 kGE DOOR WIND LOAD DESIGN PRESSURES ASCE7-98, CHAPTER 6 (Florida Building Code) Example A 16V x 7'1`I tarage door is to be installed in a home with horizontal dimensions of 60' x 40'. The mean roo height is 15 feet. The garage door opening is located 2' from one of the comers of the home. 11he home is located in Florida in the 130 MPH basic wind speed zone and is determined to $a in the Exposure B category. Step 1: Determine the Basic 'Wind Speed, V Given: V - 13b MPH, Step 2: Deter>ine the Importance Factor, I For residential nstruction: I = 1.00. [Table 6-1 ] Step 3: Dete a the Mean Roof Height The mean roo eight was given as 15 feet. Step 4: Deterr"t the Exposure Category Given. Expovute B. Step 5: Determine the Velocity Pressure Coefficient, KZ The velocity pressure coefficient is: Kz = 0.70 for up to 30' mean roof height Exposure B. [Table 6-5] Step 6: Topookephic Factor, Kzt Use Kzt = 1.0 On this example. Step 7: Win irectionality Factor, Kd The wind di onality factor for C&C is Kd = 0.85. [Table 6-6] Step 8: Deten ine the Velocity Pressure, qE The velocity piossure, %, is calculated from the following formula (Section 6.5.10): q2 — 0.00256K4 Kzt KdV2I = 0.00256(0.70)(1.0)(0.85)(130r)(1.0) — 25.74 PSF — qh Step 9: Determine the External Pressure Coefficients, GCp For this home. the Zone 5 region is defined as 10% of the 49 minimum building dimension, or 4'. Since the a door opening is located 2' from one of the comers of the home, this means that 2' of the srArage door opening width is in Gone 5 and the remaining 14' feet of the garage door opening 'dth is in Zone 4. Sent By: RCS INC; P1tJt1 61 GYJYJG t'1 • JJ Garage Door Oesil 00000000000; I.LUt-HY LILLJU. ?'KULXJL 15- j C Feb-3-03 3:38PM; Pressures Per ASCE7-98 Example (continued) Page 7 P.06/06 The area (A) ofthe garage door is: (16 ft)(7 ft) -112. Therefore: GCp • +1.1766 - (0.1766)(loglo(112)) - +0.8147 G (94ft 4) =-1.2766 + (0.1766)(loglo(112)) _-0.9147 p(04ne 5) ' -1.7532 + (0.3532)(logio(112)) =-1.0294 Step 10: Dete mine the Internal Pressure Ceeftielents, GCpI In this exampT , the design loads will be calculated for both enclosed and partially -enclosed. The internal press coefficients, GCpi. are +/- 0.18 for enclosed and +1-0.55 for partially -enclosed. Step 11: Dete#n1ne the Design Loads, p The design loap% p, are determined from: P = tlh[(GCp) - (bpi)] For an enclosed building: The positive design load is: p = 25.74[0.8147 + 0.18] = +25.60 PSF. The negative d+ sign load for Zone 4 is: p = 25.74[-0.9147 - 0.18] _ -28.18 PSF. The negative dWP load for Zone 5 is: p - 25.74[-1.0294 - 0.18] = -31.13 PSF. For a partially [.inclosed building: The positive design load is: p - 25.74[0.8147 + 0.55] _ +35.13 PSF. The negative design load for Zone 4 is: p - 25.74[-0.9147 - 0.551- -17.70 PSF. The negative design load far Zone 5 is: p = 25.74[-1.0294 - 0.55] _ -40.65 PSF. Since 87.5% of the garage door opening is in Zone 4 and 12.5% of the garage door opening is in Zone 5 (see St 9), the weighted average negative design load for this garage door opening is: Enclosed buil Partially-encl, Rounding the For enclosed For partially Prepared by 1v Florida P.E. Is Clopay Buildi C 2002, Clop, 28.18 PSFx87.59/o) + (-31.13 PSF)(12.5%) = -28.55 PSF building: (-37.70 PSF)(87.5%) + (-40.65 PSFx12.5%) = -38.06 PSF loads to the nearest tenth of a PSF, the final design loads are: 25.6 PSF & -29.6 PSF building: +35.1 PSF & -38.1 PSF k W. Westerfield, P.E. 48495 Products Company Building Products Company TOTAL P.06 Sent By: RCS INC; AUG-26-2002 11'19 CLOPAY BI 85" Duke Mason, OH 00000000000; Feb-3-03 3:38PM; PAY BLDG. PRODUCTS-TC FAX COVER SHEET FROM THE DESK OF Mark W. Westerfield PHONE # (51 ) 770.6062 FAX # (513) 770.4853 DATE: WS/00 TO: GeorgelHFI astingsQRCSPON #/FAX#: (407) 85 4-9551 a hitimh ar of naves includina cover sheet: 3 MESSAGE Cover page I as pubished on wind load confirm the C correct. Page 8112 P. 01/03 p. 77 from the "Guide to the Use of the Wind Load Provisions of ASCE7-98" ASCE Press. Two weeks ago I attended an ASCE seminar in Covington. KY fight by Dr. Kishor Mehta (one of the authors of the guile). I asked him to ige door calculation write-up I sent to you. He did and said the procedure was THIS FACSI LE ME88AGE 18 INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO VVHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGEDY01D CONFIDENTIAL. f Sent By: RCS INC; 00000000000; Feb-3-03 3:38PM; Page 9i12 AUG-26-2002 I V 20 ' QPAY BLDG. PRODUCTS-TC N.b ibs IDE E USE OF THE ND LOAD DVISION',S SCE 7=98 Mehta and Dale C. Perry Sent By: RCS INC; 00000000000; Feb-3-03 3:38PM; Page 10/12 AUG-26-2002 11'-20 ^ '7PAY BLDG. PRODUCTS-TC P.03/0-5 GUIDE TO THE USE OF WIND LOAD PROVISIONS 77 lWical calculations of design pressures for purlin in Zone 1 For maximum negative pressure p 18.0[(-0.8) — (to. Is)] A p = -17.6 psf with positive internal pressure (controls) p = -11.2 psf with negative internal pressure For maximum positive pressure P = 19.0[(0.3) — (+4.111)) p - 2.1 psfwith positive internal pressure p — 8.6 psf with negative internal pressure p — 10 psf minimum net pressure (controls); 6.1.4.2 Tabu 3.7.10 Net Roof Component Pressures, pat C#mponent 1 Positive Zones 1, 2, and 3 Zone 1 Negative Zones 2 and 3 Perlin 1 .0; 11.6 28.4 I panel 12.2 19.4 41.0 fastener 12.2 1 9.4 41,0 10sgAAr500 12.2 19.4 41.0 A sq ft 10.0t 17.6 28.4 minimum net pressure controls, 6.1.4.2 Spe*l case of gut that transverses Zones 4 and 5 G (its 7 S Width of Zbne 5: edam 46e smaller of a = U.1(200) = 20 ft or a = 0.4(36.7) = 14.7 ft (controls) but not less than 0.04(200) = 8 R or 3 ii Weighted average design pressure P =14.7(-20.0) + 10.3(-18.9) - 19.6 psf25 This procedure of using weighted average may be used for other components and t cladding. TOTAL P.03 t 3 12 a H;anwlrz irRcs reR a wtt aoa. a mcnafE aaan :•rEo t HonCxata2RDlfr; LOW" W wno..L cww KM LUX Gum IYIY, soar worn - 1C' 31E ooanS V 7J Tom- wJ. •aeTa rt (q u1+ms r q r at•HC rtlarr u:'' IM9of eRiFwm Lb rsni'O W7 HETOIJnur. M.'s OrU1 a b9. x7BST x 3) srTa16 par a Dr cn mrc oa wfnx VM%ox Dlr loe rtsim ro aHf of . fursl naHale ssssx¢. ITSHROypt .rHRH ae rm utlHarpl aoT6 I ulm Ima Hr, uE r ZONE I OAK-- ! ECH 32 11 P., ENSI n . 0Z3CRI?Tlo*14 rrtaJtMAL Taw[ 9FT'JII HtwT ^ aN wD SUS AT906 m MCC EHa RGD;0 l p0 SurfurirµTEJlfa; 10G L-M MEW USTEDV~ . ts NSAM 06 AN CA'R71a f t. T ESC R IaM Wour ® q TieitiYl0R un PPM 0. 'M7f St4C4.7. k'EPOP, $ WUGUT#963Fc i Ml LL- 1-2 n=AI 4E. IDO E rltsmPAW. ml saayS' srm dfY. stftHf E sarsr: Sd 1elm PM fYE S/ l - e eMkrapoa°0iww®4 \ /" (r0 scam FUur; a orf « • Q6H6Bm!HCc-w 1 "Iv r7H L fWEN AIo a W AM- f .x 11M. ,/a:l•apfa r sMa ,man CLOWvwwmumMOrorowArp1MEmH01!1 . sasr wcx EREsc s aaooc) mmamc M Ow fa1lusfl cm am r at Mt. 6Elr. SIM 0o STSE ID a ou stm. want Ate 7/Tr 1p. MY" _ Am](H I— fua0f5rySTELLDW. tic" a01CT1C/CWI . / 0C9. wtllµOlx s1 E AOla4 C Ha Ha. we" FCOME11 S• CAU SMJ idIX Fu7aID m = 'r iA 6YI. sma HGIP a g ItlaIEJEN qSm CENTERi( HwarE1 ATDC HEJI V/'•f rlraR Stu , om saf a No. RB01%H fi Iw aE OF"mdamm IS cf W. sfm Mxk wr0¢ls ro bo msa erN tl/C.> 1ue/e- se7 HtvE xatS. I arq.'Df 4RE1 YE7i HOf z- mm IraR:MRD.. ED ICH n, aDdDHSi W [txa SRaO[T rlh 4¢T 1[TY. SEIIfH6 YOprTkx1fr3. /RHKiDI Low. aE1C/rq/b• Hat • Srlf ra) I .ya saE 7MOH1[ 54.75 %FA HO rwx cufsrH r r::o m TWO 1/4' n1A R. a Jt W'/. Sr67. F uM571E 7u kSlam mr o.\ LqW Sm. w e u sT41 rx11.ER RD (( 77 E7D51r1 slu cislrlumr a ar® av m1 nwWMAK Pf- #46 . ve s;w YL1•L '. F7:E ,Hrrf{F SAF SELIIOT Lt. WORM U /. 0 E raci J-a.k a 1/•'xl 1• im, ` LO>< flr!( WFna CLaRM. •.E w ND s: W4TM: 'S =9 Io. &40= F !if_2 m¢. rstH DE94ft tIVCS: +24.G PSP i -24.5 f S.- J E/CB = slom GE INC Toro sfxm a mE wrel5aWE ar TEST UYDS: +MA FIN h -31.0 PSF 1 S - •- WLsXb. CJe.. - V mu CE p00R IWAP Ka 1E mum% OR .11MCP- AK Awl tl1bomm10E ID1r FHG44S wP cwmo f Odtos 1 EDGES FOR 0E Loops uAm ON ooat nri.ra R p . HIR -. T/o" «KnorrDOn10Aa.ETe-Tw OaI.fAT 1rm ,un *L ^ Lrmw- aM a" . R{7H Mrt P.Ht PART NO.: - j " 0 V- W AFd[rQ W"- ON HOME UMw Shd/A O.Hww s I~ Lamam .. IDEAL J12OY5 %SRL I® MR 9t[ :tw - Gaaarrotl Ok G2D- OF 0 :otisawT .MMrt: a. TCY F aryCES w 1 Ertl. /. 1 ra..c...iHp1.i .0 t A3 YmaRaH fa a I{ if's{r7 Sl $j9SP-WA a - A MX AM F 3:fJ' 11 ..w wE.aY. .r LFo- .00 • t A13 - l'6:..d9fL;/`^L ^ OE5CR!PTIOh N7EA.. EAST 1Yt fi-O x 9-0 2a/- r 24.5--- 'M11aD03AWN EL, aMM OAiE: 4/ 15/SD xa g7rCt wRr ;'u /u.Srb• S.riT N'fN_ 'r]:Evs "as . - 001 _ E I.TS _ _ ' wp-, CaMO - t !/7ys .xn terarsrN j /, m j+rA+er ce" wk,. sl... a.. ... — -- -- Sy SEE I ^f 1 51ZE 9irt;Ak a DafEs.OWG W4:!0.. MH F.EV Wi TC14TE. 4/W- T D! V U c 3 60 cn rr 03 H Z n N N PRODUCT PCRPBRMRnce ORTR l METRL--EDGE STEEL DOOR Itl WOOD FRRME PRODUCT CERTIFICRTion SHEET 1- 031 1r-36> Valid for the following side -hinged door arrangements: On= DOORS - sv IIOMIIIRL HEIGHT: 1313 Single Door with Sidelite Single Door with Sidelite Single Door with 2 Sidelites Double Doors on Hinge side on Strike side DOOR STYLES: c 130 00 001 an .00 00 Flush Arch Top 3-panel 5-panel New England 4-panel Eyebrow 4-panel 8-panel m©D } I000 sC WY'00 00 ®® 00 9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDELITE STYLES: rp a 00 G GG I Go a go go log GG 680 Series 129 Series 200 Series 12R, 12L. 23R, 450 Series 152 Series 149 Series 23L, 24R, 24L Series OP tSS, --SS 0 IMPACT L'' MULTI ME STL_WD OP o Entemv , Entry Systems OW tWW—M Wft W Cl W0dW1 ...wl W 4 ... 0— Yt MMK9 MW %*W0 00 cNq..4.1A qMt. J M I A M I•DADE N11ANII-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jefersoll, P.O. Box 76 Pittsburgh ,KS 66762 BUILDING CODE COMPLIANCE OFFICE MC'rRODADC FLAGUR BUILDING 140 WI:S'I' FI.AGLCR STREE-l', SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2908 CONTRACI'Olt I.ICF.NSIN(I SECTION 305) 375-2527 FA.N (305) 375-2558 co\'1' L%crolt F:NFORCUNIF.N'r DIVISION 305) 375-2966 FAX (305) 375.290S 11I10DUCr CONTROL DIVISION 305) 375-2N2 FXX (305)172-6339 Your application for Notice of Acceptance (NOA) of Entergy 6-8 S/E Inswing Opaque Double w/sidelites Residential Insulated Steel Door under Chapter 8 of the Code of Miami -Dade County -governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. if this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. 8CCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. IJ The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.23 EXPIRES: 04/02/2006 Raw Koangucz Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE C PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set Forth above. A PPRO VEI): 06/0i/2001 F'rn tcisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office sW S0001\pc2000\ltempbtes\notice acceptance cover page.dot kwoo Premdor Entry ystems ACCEPTANCE No.: 01-0314.23 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.25 which was issued on April 28, 2000. It approves a residential insulated door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S/E Inswing Opaque Double Residential Insulated Steel Doors with Sidelites-Impact Resistant Door Slab Only and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1029-EM-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): 4.2.1 Door: the installation of this unit will not require a hurricane protection system. 4.2.2 Sidelite: the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building rcial or the South F a Building Code SFBC) in order to properly evaluate the installat' f his s stem Ma el Perez, P.E. Product Co tr Examiner Pr etet Control Division vr' r' t02 U."'c SEE -CIE JOC SPpC1/+G 10 11/J • NINIVI [• Nilip[. NL.i i Slll. Ijl [O J4 y1[1Na[ jai' . ,. NININ (.t(pKwi(MI ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO THE HEADER AND THRESHOLD WITH PID x 1 3/4' rLATHEAD SCREWS PREMDOR (ENTERGY BRAND) DOUBLE DOOR WITH SIDELITES IN WOOD FRAMES WITH BUMPER THRESHOLD (INSWING) 18 x I' LONG IN ALL REMAINING HOLES NOTES I) FOOD BUCKS BY OTHERS. MUST BE ANCHORED 18 It 1 3/4" LONG PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. FLATHEAD SCREWS 2) THE PRECEDING DRAWINGS ARE INTENDED TO DUALIFY THE FOLLOWING INSTALLATIONS. A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. ASTRAGALB. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL WOOD BUCK. C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY 10 CONCRETE OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL ONE BY WOOD BUCK. 3 ALL ANCHORING SCREWS TO BE 010 WITH M M 1 112' EMBEDMENT INTO WOOD SUBSTRATE r 6' PFH TAPCONS WITH 1 112' MINIMUM EMBEDMENT 1/ . 1 1/ 'oNININIIN CN[pN[NIKt AL A] l SILO f51 rIR JNIIALI(tNAi Ili' 11 BN31IW1411011WCISKOKNI 1.004 $vApLci' 11CC NoIc 0 L.H. INSVING R.H. INSWING U A INGS VHCRE VAI[R INFILTRATION OUIREKNT IS NEEDED It VHERE VATER INFILTRATION REQUIREMENT IS NOT NEEDED Positive N A VFD x NFnQ i A x APPROVED AS COMPLYING WITH THE SOUTH FI QA OR14 CODE E ry BY 1.W1A, PRO CT CONTROL DIVISION,] 8UILD1 CODE COMPLIANCE OFFICE ACCEPTANCENO. 01-031y' 7-3 ASONRY UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR 4 d T MUST BE INSTALLED WITH 'MIAMI-DADE COUNTY OVERHANG SUCH THAT THE ANGLE BETVEEN THE EDGE OF CANOPY OR OVERHANG APPROVED' SHUTTERS TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN 5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES NON -HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED TO AND DOOR, THREE STAPLES PER JAMB INTO THRESHOLD ON ACCEPT VATER INFILTRATION. SIDELITES AND DOOR. - 6 LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE c DADc a)IINr. Momnulj Im/a R JAMBS AND SIDELITES. UNfISUI[T5t01[I,FIGC B:C N4 - •- ti IIR16XNi Ul[A IDI[B i16. W t. IOLS 1A ADII ITN[t = COWIQRATIONS 1rn/n J DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE ENGINEER: I PIE I Ill rcs+.pa cca a1a[ m wanlmCORNERSARECOPEDANDBUTTJOINED. It ITBDOORSSHALLBEPRE -PAINTED WITH A VATER-BASED EPDXY RUST INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. FRLMOUR ENTRY SYSTEMS - 1-1029-EM-15rDAI;S SHALL HE PRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ 711 L tTTTISDI vAliF-RED:Y_IHLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.9 TO 12 MIL. PRISM IS6011? SHEET 1 OF' 6 xvisa «T[e C INTERm iiv> w 1Ivv OTHER CONFIGURATIONS 3/4' I .,I MAX MAX MAX GLAZING DETAIL SHERWIN WILLIAMS MA 28 :^'• _, . +. ;' EXTERIOR GRADECaADE LATEX CAULK EXTERIOR xx on xi A 3/A• 74 j/A• U2• 1MAX MAX MAX 37 I/2• MAX INTERIOR- 1 GLASS BITE 29 1/8' TEMPERED 'GLASS C o ot tail mootrx:ArKm «, APrn'OVFE,:.$WTH THE / 1AID11 vAtt l pvtWNi> .,.• J_ LINri IxtII qql fbC ff MN. 00 stetN ro r,ri KAAt-ISGUruYi1ItU86p6Ut(II q,(L SILtDR IQ3 p A61 (irKY lt%!, COw IU1tAllp,s a n Gbh" Cl BY 17 Rl Tull PRJCL DIVIS:OM PREM I Y YS M 31-1029-E M-1OU[LC:I:w CCD_ CC1'PUAaCE OFFICE TA I. mRrlaDnr SNEC 1 2 EI< 6 m I 1/4' SHIM MAX r— 3/4' 2 BY WOOD BUCK 17 1 1/4' r6In 1 7 EXTERIOR 4 r• 1 :3/4' 1 1 / 4 " MA I EHIALS LIST ITEM NO. DESCRIPTION PART NUMBER COMMENTS 1 VOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT fl COMPRESSION VEATHERSTRIP IM-25 LOCKSCREEN BRAND LOXSEAL(BRONZE) ALUMINUM ASTRAGAL EM-12 PREMDOR BRAND OR EQUIVALENT- 5/8' ALUMINUM ASTRAGAL 4 ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' S TOP CHANNEL EM-08 PREMD13R BRAND - l 11/16' - 20 GA STEEL 1UFFI SKIN 26 gt W 424 -AM Ii 0DD)EST IIR I[IELE [ST vm 6 S!1' 7OIPOLYURFTHANF F AM cnRF BASF FOAM - DENSITY 2.0 TO 2.5 lbs./Ft' BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 9 VOOD LOCK BLOCK EM-09 4' X 9 112' MTL. TO BE PINE OR EQUIVALENT tD STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 11 HINGE STILE EM-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 12 LOCK PREP FILLER PLATE M-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 4'x4• HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) 14 VOOD HIDE JAMB 1 1/4' X 4 9/16' MTL. 10 BE PINE OR EQUIVALENT IS A 10-24 x 1/2' F.H.M.S. 4) SCREWS PER HINGE INTO DOOR 16 p1O X 2' F.H.V.S. N)SCREWS MAX 10O.C. THEREAFTER 10) SCREWS THRO" STRIKE JAMB INTO SIDELITE JAMB. 4• DOWN FROM TOP X 8' D.C. THEREAFTER TOP MAXX SCREWSTEACH SIDELITE JAMB INTO SIDELITE, 4' DOWN FROM 17 418 pr Y/ IwIIKM "' KER N PfMIAPCOG V/014114 1 1/Y EMICBKNT REFER TO ELEVATION VIEW, FOR A OF SCREWS USED AND LOCATIONS 18 010 x 3/4' F.H.W.S. 2) SCREVS PER HINGE INTO JAMB t9 p8 x 2' F.RW.S. 2) SCREWS AT EACH STRIKE PLATE LOCKSET KVIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK NIO x 1 3/4' F.H.V.S. 2) SCREVS PER HINGE INTO JAMB WOOD SIDELITE JAMB EM-18 1 1/4' X 4 9/16' MTL. TO BE PINE OR EDUIVALENT 22' x 64' SINGLE PANEL GLASS Cm-19 TEMPERED GLASS IN POLYPROPYLENEFRAME- DC-1643 - CODL-2: AR TEMPER[ GLASS SIDELITE TRIM ( WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EM-21 1/8' ° 1' MTL, TO BE PINK DR EDUIVALENT - ITEMS ARE M7LDINGS USE[ FOR SIDEBySIDEJANOS' AS MULLIONS WOOD SIDELITE HEAD JAMB EM-22 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT WOOD SIDELITE BASE EM-23 11 1/4' x 4 9/16- MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE LITE FRAME DC-1643, ODL-2 HP Polypropylene by ODL pb x 1 1/2' PAN HEAD SCREVS 18 PER FRAMESCRETO EXCEED 1SPAC'4. OC THERE Ai1ER. FROM H SIDELITE STILES EM- 26 15/16' x 1 11/16' MTL. TO BE PINE OR EQUIVALENT 11 PIN NAIL 3/4' 1E016 NAIL. 4• IN fMN END. MAX B' OE. THERKIER, USED ON K&jDIS AND TRIM SECTION B-B G 4 9/ 16° DOW SILICONE #995 fP?RO'/cD AS COMPLYRIG %%" THE LATEFL0 c;.Te El' PROD T 04TROL DMSK)N BUILDING CGOE C01401NE OFFICE ACCEPTAJXE NO 0 V•3 LINIIS: LA ASS 010, FRAC. ' ME AC EKIRDSIDIS X[SS NOTED, SIB Cal. Ifll'S. B JOADE COUNTY MODIFICATIONS 1/11/01 1 JD AIMED PAGE 5 ( DOOR OPTIONS) 18-1.98 R ENGINEf R: LIR. I RLVISRUIS DAD( Y PARI NK:-FNIERGY STE171 Ili-SCALf: DR. BY DAIS - NAII PODOR ENTRY SYSTEMS 31-1029-EM-1 911E 1 IRSa PIIIsm, KS. 6676? A I SHEET 3 Of 6 REvlsla Lnl[R B 2 BY WOOD BUCK 1/4' SHIM MAX 3/4' T c5-- 79 3/16' INTERIOR MAX 80 11 / 16' IMAX 2 BY WOOD BUCK SECTION C-C Oft 1 1/4' m EXTERIOR PLEASE SEE 'GLAZING DETAIL' DRAWING #31-1029-EM-I SHEET 2 OF 6 1 1/4' DOW SILICONE #995 U DADE COUNiY MODIFICATIONSous. 11/01 JU z- RS IIMIIS KESS N01(0, fRAC. D(C. At s RS KIMID IS RESS NORD, SiQDl- 1Q'S A ADD SCRCvS to WE (Rrwt wtCRi•ie 9T R.S. aP;';*VFD AS CO MPLnuc QT)j Arc sr;ljih r y p BUXDING COM DR. 91 R. S. DAi( _ _ DaE J1/1Y PREMDOR ENTRY SYSTEM FRODUtC +iRCiLDrVl 911 (..IEff(RSDN GULLC:?i000ZECOLIPLLAN^IC£ PIfiS81A?G, KS. 6676? 1-1029-EM-I SHEET 4 OF 6 R(VISI(w LOUR p F I t AL OTHER DOOR CONFIGURATIONS 111 V•' at Vr IN Vr w w v.• N• v yr » yr • r,. )) vr_, W w w w r W _ w rw r w w W r w w.H frr •' r r w n':. • w •' r W r w w ocJp • O• oc •c w w w li•• •, w w roc m 4< iu mi•oi rric +•ic W W i.• it w 1 w 111 1 1 w 1 W 1 1 1 1 1 w 1 I w f 1 1 1 1 1 1 1 OCLT— I/v[•o 4G Y•CK n Or w Ir Or K w K vKat vLK OM' r 1VY' O n1/ rw sc vKK IIc v.cK v r/r w . a yr wl• scIriLKe< vK. 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 sc faro c m ec u2 • oc oc n W Ir • •..°c n- r at n- oc Ir w w r WJ w w w W +. . w w w w w r lrr L•• WJ rW sw w W VV^ VVn Y w w r• w Y •••• W W a• w VV w f. J XlA ra+ v fY K a• a n' Y IY O< Ir Vr ocv.cit. p P yr p[ V•CK yr w O< vCK Ir yr ... Yv[K u okL III, naLlo-- *& xn tlydlY r XX X APinOVEDASCOMPLYINGVATHTHE tla4 cLYl.11U1) pNla e oulll FLQ.W 9UILDIN000DE I I PARI IIAI: E" J JN PREMDUR ENTRY SYSTEMS 1 31- 10E29-EM- I E': v lOpLr T Rol DrvtSfOH 9111. 1ffira SHEET 5 Of 6 GVtLDItnLLPLywCEOFFICEPII153Rf1, CS 66162 ACCEPT, Di-031N.z3 AVISM LiII R OTHER DOOR PANEL STYLES 36" Io-MAX 79 4116" 00 0o OD poi D00D 000 Do DD 000 00 101 OD DD DD MAC x OD 00 00 lD 00 000 0° 101 g0 00 na oo as BLANK TOP 6-PANEL 4-PANEL 9-PANEL 10-PANEL 18-PANCL FLUSH B-PANEL CROSSBUCK 12-PANEL 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL 4-PANEL EYEBROW W/SCROLL EYEBROW EYEBROW W/SCROLL ' 9THER SIDELITE STYLES 36" 1 ['MAX 79 1/167 , M _ U D 0 SL-10 SL-20 SL-30 SL-60 SL-50 SL-508 SL-69A SL-69B SL-69C SL-25 SL-55 SL-300 SL-40 SL-90A SL-908 SL-90C SL-30B SL-30C SL-70 SL-80 0o n0 00 00 00 00 00 00 00 00 DD 00 00 00 00 00 00 DD 00 00 Do no PD-I PD-2 PD-3 PD-4 PD-5 PD-6 PD-7 PD-8 PD-9 PO-10 PD-11 PD-12 PD-13 PD-14 PD-15 PD-16 PO-17 nZZNto J J 2 p0Im rm D®Dz O4J r O iiPO-18 PO-19 PO-20 PO-21 PO-22 PO-23 PO-2+ PO-25 PO-26 PD-27 PD-28 PD 29 PD 3G PD-31 PO 32 PO-33 PD-34 H o m I L1Miii i/US5101[1, I'm ICE me IIMAIOIS tKfss 10110. Sib COR. I[1•S 9O liRI R[VISKK I PH I IT II r ADD D D 0 0 b PNtf tw[: PREHDOR 00)R OPTIONS I KAIf: d1 IT DA MAII; SCM[ DD 130 D NO DOD N PREMDOR ENTRY SYSTEMS J!SHEET-1029- EM-1 911 C. 1111RD 6 D 61'D•]5 PD-36 PD-3I •-3B PD-39 PD-40 PD-+1 c'0 +2 PD-43 ^13A PD-43B PNiSui6, KS 66762 R[ VIS1011(il(R Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I N 89e40'49-W 60.00' L 2 S 89e54'57-E 5.31' L 3 S 89e45'58-E 54.69' KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 d 28 L 3 'U iMCORNER L 2 LOT 30 A" GRADING 9.147 50. FT IOO vv O Oe p 10. 0.0 iy'V II.J' c LANAI N sr s LOT 31 A rn 20 7 < LOT 29 YODEL Fi•61 mHmoELEV. -A c' NraoTWO 2m FIN. STORYRESIDENCE rnmFL. ELEV.:61.SZ N o N Z+ Ln 10.Il 19. 7' r-40--W1 V, ' r c 60 0 BL 16" ABC`Y E Ci 'OWN 110.01 O r r ., } ROADUNLESS N N 405.37' L 1 8 ry CATCN BASIN 7 r.c.v. - — - — - — - — - — - — - REFERENCED eEARINGA N 89'40'49•W_T p954.46' r. c. R. C/L CALABRIA SPRINGS COVE 50' R/W) TRACT F PRIVATE ROAD AND UTILITY EASEMENT CITY OF SANFORD ADDRESS: 115 CALABRIA SPRINGS COVE LEGAL DESCRIPTION Lot 30. " CALABRIA COVE - accordng to the plot thereof as recorded in Plot Book 60. at pages 8 - 16 of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X. occor irng to the Flood Insurance Rate Mop Coami ity Panel Number1202890040E.Doted 04/17/95. General Notes: Proposed1. This is a BOUNDARY Survey performed in the field on 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of --way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denoles %" iron rod with yellow plastic cap marked LB4937 or LS3182, or W imn rod with red plastic cap marked `Witness Corner" unless otherwise noted. O Der,(,,ies P.C.P. (Permanent control point) Denoies Permanent Reference Monument Certification: Not valid without the stAANro and the crlginal raised seat 9" Florida licensed Surveyoran appo This vey meets the require f of the F vlda Minimum Technical Standari s as contained in Cha 61G1 Florida Adri nistrati Co e. - AREAS DRIVEWAY: 408 SO.. FT. LEAD WALK: 55 50. FT. SETBACKS: EATA Front 25' Rea' 45' O_US SO. FT. - 29 Side 7.5 ' Corner 25' . FT. IMPERVIOUS AREA-2652SO.FT. Note: Bearinggs shown hereon are referenced to the C/L of CALABRIA SPRNGS COVE as being N 89e40'49"W Vertical datnyn is based on NGVD per Engineering construction plans by Burkett Engineering. Inc. Project No. 9709-3 1. Legend Benchmark ors OffsetOPTemporary assumed datum) O.R.B. Official Records Book BOW Back or sidewalk pie Plat Book C2 Centerlineaor PC Point of Curvature d Central or (Delta) Angle FCC. Point of Compound Curvature CALC Calculated PCP. Permanent Control Point CB CD Chord Bearing Chord PG. P.R.M. Page Permanent Reference Monument C. M Concrete Monument PIL Property Line EL. or ELEV Elevation P O B. Point of Beginning FINAL EL. Elevation (Measured) P O. C. Point of Commencement FD. Found p I Point of Intersection Fin Fl. Elev. Finished Floor Elevation PRC Point of Reverse Curvature I. P Iron Pipe PT. Point of Tangency LR. Iron Rod R Radius L Arc Length RAO Radial Line LB Licensed Business RES, R/ W Residence Right - of -Way LS, Mea Land Surveyor Measured TBM Temporary Benchmark N/ D(N&D) Nail and Disk TYP. Typical N. R. Not Radial Fence Symbol (see drawing) X— X• Fence symbol (see drawing) 1 ' Sketch of Legal Description This is not a Survey WilliamA. Herx, P LS Florida Reglstored end Surveyor No. 3182 Dalae L Prvirnieniecki, P.SM Register urveyor and Mapper No 6030 Willis¢ : • vx, P. S. M. Regislered Sury r and Mapper No. 6092 Herx Associates Inc., State of Florida L 4937 Drown by: CM Chocked by: DP Prepared For: BEATER Job Number: 01-005-02 Scale : 1"- 40' Plot pion performed: 03-06.03 Foundation Survey: Final Survey: Revisions . f it TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: BEAZER Job Identification: ZWEKIVAA Address 1 CALABRIA COVE Address 2 LOT 30 Jurisdiction: CITY OF SANFORD General Buildina Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSI/TPI 1 Design Loads Roof: 45 PSF Floor: 55 PSF Wind: 120 MPH ASCE 7-98 SMYTH LUMBER CO. ROOF TRUSS DivisioN 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAX: 407-299-9153 Engineer of Record THOMAS J. ANDERSON OF 521 VIA VERONA LN., ALTAMONTE, FL PE#47819 Or Building Designer: Alpine Engineered Products Design Software Seal Date: 11-Mar-03 Truss Engineer: William M. Ranieri FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: F1 C2 F2 C3 F3 C4 F4 c5 F5 C6 F6 E1 F7 E2 F8 E3 F9 E4 F10 E5 F11 H1 R1 H2 R2 H3 R3 R4 R5 R6 R7 RB R9 R10 R11 R12 R13 R14 R15 R16 (2-PLY) R17 Ct 42 Plus Standard Details and Placement Plan Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers X p'• STATE OF relates review s seal, when applied confirms the placement of the truss framing as ittofireGassdesignsspecificforthisstnudure. The truss Iran*g is based upon the of plans. drawings andspecifications provided by thebuilding design professional. The building design professional has final approval of the tons trans and/or trussplacementpan. The design ofthe temporary and permanent bracing, Bre diaphragm system, shear walls and sWG1xafelements to resist lateral loads from wind and/or seismic activity istheresponsibilityofthebuildnggdes 9n professional. Additional approval by the buildingdesignprofessionalshaginclude, buf nol be kaided b, design ba6rg, lengths, profiles, pitches and depths. I LQJTRAi,T'FK 64 OR c?- c?n55 'A" JPT4M G-/ I fiNrF-%.hV 1 OtTE i LAYOUT fD I DRAmia DY IZO - t 50 , 9/Ib' R08pN-. 0 _ 9 1Ki.D TRIX'i_h 1 v/ 4' () KUSED i-EELS i fi' Qi' nAcr r ON 1/2' ON FKAAC `i'ALL7 fWf TFU`)5 [7) I`)I0N 2722 SOUTH APOFKA EX -VP APOFKA, FL 3Z703 M07) 21141 - 1522 Fn/)Ineerin' Ger-t;f;ate cif Authorizatlor # r1218 NOTE'—) U IT IS TFE CKXXU' QE-,PONlV Y TO4WITgF9ftt05kNT?LZI AH> M)L ,5 DEWJ [VAWrMS Z"n T FfiD COPMOA , AND Cf'ii1, NTETJT IXEFEKEN(t SE! TiC/: iAZh A!N/TP i-+51 AFEKOI,'ED NAff ITNI'i ______._________._-- WIEV ------------- DATE TCLII C i MhT NOT CE IM OK AL.IERtTl N atY WAY WTTHMT rRM AUTHal2AI'ON DY 5 TH Tgtf carwI. 3) TghSES TF I AKE CUT OK ALTEF.EDVrHa,7 AUTH VATON 'WL.L F.E REFARED 0' FSPLACEO AT C06TOLCE; E}PEi.9E- 4) 5ACKu1AK/ES OF• AN" KTO YLL NOT ff141Fx]EREP WITICUT rCC9 G.:`.'E'W tFV WRT17@J CONHENT L'y WITH IftPn COFLffi DE T A1L). I) REFER TO HD 4 &EC4KCCN:ATaFOP NANCU45. Fe TALLAT0', OV, TElX( X Y VCLJ-151KffEf TO EN&iEEKCD VVAI Jb9 FOR rtn" ENT EKAUA p.iRED Z) ALL TKV,,E', "V tZWKj TRUY-.ESI,FPEK V4LEY "AkW-1 T P,E (OMi.ETEL'i OECY. EDOR REFEK TO VL LEY TRUSS DEIAL.S FOE ALTERNATE MA KEO(.REI.ENT93) ALL -' .LEYS TOM COMINI,04A I.Y MANEDDYt"-DEF 4) HTEPM LOAD fAM6 WA:.LS 5) Fi.00R JOK S — DE ADARTED LP 10 4 ft. For 2N0 STORY KLL#&A f L. ROOF MlY, HNYERS TO ff `AX`.CN Hh24 OR U 1r —1- A& TH124 LICE.', NOTED OTHMOt. 4 L FLOIX iTdhS fUNbffl, 10 ft AFSOd THA4220'".- T-5—A 2Z LN.f' NOTED OTIfCR -.f SIMPSON USP IKANT•SA MUS26 OR_THO% OR_ TH026-2_ HHU526-2_ M1t1S26. 2 O t TFC2B-2 - raulls4e aR rrtwe HGUS26. 2 OR THOH26-2_ HGUS28. 2 OR THOH28-2 HGUS26- 3 OR THOIi28-3 SULIR210 OR HOUR HGU549 OR SK THO446 THA422 OR_MSH422 THAC422 OR MSH4221F HLIC410 OR H04101F THJA26 OR HJC26-- LWtKIVAA--MAJItK Y11-t - K1) TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP SS Dense: BOT CHORD 2x4 SP SS Dense WEBS 2x4 SP #3 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 8X149 2X44a IH1S UWU FHLPARtU FRUM CUMPUIER INPUT (LUAUS & UIMEN51UN5) 5UFMIIIEU Bj 1RUSS MFR. 120 MPH WIND, 21.41 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X4= 5X5= 3X4= BX14e 2X4,0 3X6 (C3) 3X6 (C3) 4X6(C3) - 4X6(C3) _ 1-0-0 1-0-0 a d L 7-0-0 _I_ 18-0-0 _I_ 7-0- 0imeI 32-0-0 Over 2 Supports R=2994 U=892 W=4" R=2994 U=892 W=4" PLI IYP. High Stren th Wave 1PI-95 R Design Criteria: TPI STD TY:2 FL 1 R WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S FBRACING. REf ER TO H1B 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $83 O'OMOFRIO DR .. SUITE 200. MAD ISON. MI $3719I. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD PROPERLY ATTACHED t IC,t" r C D L 15.0 P S FSMYTHLUMBERCO. HALL HAVE 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. s No"42704 ' ROOF TRUSS DIVISION IMPORTANT`"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IMC. $HALL NOT BE RESPONSIBLE FOR FNY DEVIATION FROM 7N15 DESIGN; 0.NY FAILURE TO y, BC D L 10.0 P S F 27225oumAPOPKABLvo. BUILD THE TRUSSES IN CONFORMAMC[ WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING ANO STATE OF BC LL 0.0 PSFAPOPKl1, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF No$ (NATIONAL DESIGN A,, ao7-2991522 FAix: 407-2999153 SPEC IFECATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM a6$3 GR80 6AlY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO,,"..+' EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OR10r TOT .I-D. 45.0 PSF OUR. F AC . 1.25PROFEs510NALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS ORAWING INOICATES ACCEPTAMCE OF PROFESSIONAL ENGINEER (NG RESP0NSI81LITY SOLELY FOR THE TRUSS COMPONENT DE:SIG. SHOWN. THE SUITABILITY AND USF OF THIS CERTTFICAITEOFAUTHORaAmom#9218 OMPONE TIFOR ANCOMPONENTBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar 11 '03ANSI/TP SECTRTICULARION2. SPACING SEE ABOVE 1 Scale=.1875"/Ft. REF R352--47381 DATE 10/07/02 D RW SLTUSR352 02260215 SLT-ENG WMR SEON 36468 FROM JE JREF 1RWO352 ZO6 t VItRIVAM--MAJILK rILt - ICL TOP CHORD 2x4 SP #2 :T2 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 120 MPH WIND, 21.83 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8= 2X4III 5X8= 2X4*# T2 2X4*0 5 r 5 19-9-14 2 5X4 = — 2 5X4 = 3X6(A1) = 5X8 3X6(A1) m 1-0-0 1-0.0 a I 9-0-0 I 14-0-0 _I_ 9-0-0 _I LE 32-0-0 Over 2 Supports R=1514 U=479 W=4" R=1514 U=479 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 12=6L OTY:2 FL 1 T R Scale 1875" Ft. WARNING" TRUSSES RFO ( EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING P AND BRACING. REFER TO H[6 91 (HANDL[NG INSTALLING AND BRACING). PUBLISHEDISNED BY TPl (TRUSS PI ATE N w. T C L L 20. 00 P S F R E F R 3 5 2-- 47 3 8 2 INSTITUTE. 58J D'ONOFR(0 OR., SUITE 200. MADtSON, WI 5J719), fOR SAFETY PRACTICES PRIOR TO P ERF ORMIXG THESE fUN CitONS. UNLESS OTHERWISE INO ICATE D. TOP CHORD SHALL HAVE PROPERLY ATTAC NED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. JaL q.., . 7 j/! % T C D L 15.0 P S F DATE 10107102 SMYTH LUMBER CO. DRW SLTUSR352 02280216ROOFTRussDm5loNIMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY Of VIAT ION FROM THIS DESIGN; ANY FAILURE TO j No.42704 t BC DL 10.0 PSF SLT-ENG WMR2722SOURSAPOPKABLVD. APOPKA, FL. 32703 2929991253 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANOLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAD OF 206 AS TM A653 GR40 6ALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF OR BC LL TOT. LD. 0.0 45.0 y PSF PSF SEON 36472 FAX 40ftEACHFACEOFTRUSS. AND UNLESS OTHERWISE L0CATEO ON THIS DESIGN, POSITION CONNECTORS PER D U R . F AC . 1.2 5 FROM J EPROFESSIONALENGINEERING ORAW [NG$ 160 AZ. THE SEAL ON THIS DRAWING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINE F.R IMG RESPO N5IB ILITY SOLELY FOR THE 7R U55 COMPONENT DESIGN SHOWN. THE III TABILi TY AND USE OF THIS i SPACING 24.0" CEFMFI(:ATEOFAUT"ORIZATIONa9218 COMPONENT TlFOR ANSECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE SIGNER, PER Mar 11 LWtFIVAA--MAJItK rILL - K3) IMIJ UNU FKtPAKLU tKVM LUMFUItK INVUl I,LVAUJ UIMtNJ1VNJ) "UpPlIfItU by IKUJJ Mt K. TOP CHORD 2x4 SP #2 120 MPH WIND, 22.24 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X4= 2.5X4= 5X4- 2X4@ L2X49 19-9-14 3X6(A1) = 5X8 — 5X8 — 3X6(A1) s 1-0-0 1.0-0 d d L_ 11-0-0 _— 10-0-0 _1_ 11-0-0 _1 32-0-0 Over 2 Supports R=1514 U=484 W=4" R=1514 U=484 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 19 OTY:2 FL 1 R Scale 1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND aP.ACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 587 O'ONO FR IO DR., SUITE 200. HAD ISON, WI 577L9). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC T IO MS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HA YE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R.IGEO CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL MOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMA MCC KITH TP1: OR FABRICATING. HANOLI NG. SHIPPING. INSTALLING AMD BRACING OF TRUSSES. THIS DESIGN CONFORMS WITN APPLICABLE PROVISIONS OF N05 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS TM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNlE55 OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M xIFI4. r/` 1 •'/_"4.2704iiA{7 {/1 ftsSTATEOF + 0R1 T C L L T C D L BC DL CBC LL TOT . L D . 72 0. 1 5 .0 10.0 0.0 4 5.0 0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 4 7383 SMYTH LUMBER CO. ROOFTRUSSD"tON 2722 SOUTH APOPKA BLVD. APOPKA, FL. 32703 407-299-1522 FAx: 407-2999153 7DATE1,0 / 0 / 0 2 DRW SLTUSR352 02280217 SLT-ENG /WMR S E O N - 36476 OUR . F AC . 1 .25 FROM J EPROFESSEONALENGINEERCNGDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS at CERTIFICATE OF AUTHommnoN A9218 ANSI/ N(PMT IFOR ANYE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar 11 SPACING 24.0" LYFtRIVAA.--MA31tr, I -ILL - K4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= 5X6= Into unu rncrnncu rmvu-, uvriruIcn 11YruI twnuz a ul riu• iVITJ) wDru iiw 01 1 PVaa i1- 120 MPH WIND, 22.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDI-=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2.5X4 0 2.5X4,11! 5 r 5 19-9-14 rl 9X4111 — — 2X4III 3X6(A1) = 5X10= 5X4 = 3X6(A1) 1-0-0 1-0-0 13-0-0 _1_ 6-0-0 _1_ 13-0-0 _I 61 32-0-0 Over 2 Supports R=1514 U=489 W=4" R=1514 U=489 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 FL 1 R Scale 1875" Ft. WARNING" TRUSSES REOU(RE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NST(TUTE. 58J D'ONOFRIO OR., SUITE 200. MAD [SON, W[ 53719). FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCt10NS. UNLESS OTHERWISE INDICATED. TOP CHORD $HALL HAVE PROPERLY ATTACHED STP. UCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. pN m• Rw_ d••••••••• -- jQ'giFt T C T C L L D L 2 0. 1.5 . 0 0 P S F P S F R E F R 3 5 2-- 4 7 3 84 SMYTH LUMBER CO. D AT E 10107102 DRW SLTUSR352 02260218ROOFTRussDEvglori 2722 Sou H APOPKA BLvi). APOPKA, FL 32703 40407-29 ,91FA%: 407-299 9153 IMPORTANT" FURNISH k COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OF SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECiF ICATION PUBLISHED BY SHE AMER I:A FOR ES7 AND PAPER ASSOC IAT(ON) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER N0.4Z%4 i Jj T OF 7 A.•zo n BC BC TOT. DL L L L D . 10.0 0.0 45.0 PSF P S F P S F S L T - E N G / WM R S E O N 36485 DUR. FAC. 1.25 FROM JEPROFESSIONALENGINEFRMGDRAWINGS160A2. THE SEAL ON TH15 DRAWING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE iRI. COMPONENT DESIGN SHOWN. THE SUf TASIL ITY AND USE OF THIS A` SPACING 24.0CEFmincATEOFAUT14ORQATFON #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI7TPI 1-1995 SECTION 2. Marr 1 1 LWLKIVAA--T'IAJItK TLLt - KJ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= 5X4- IM1J UWU FKtFAKtU tKUM LUMFUItM. iNFUI (LUAU) 5 UIMt WJIUNJ) bUVJII LU 6Y m n'b MLK. 120 MPH WIND, 23.08 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED ` WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8% 5X8ft 2X4* 5 r 5 2X4* 19-9-14 2 5X4 = 2 5X4 = 3X6(A1) = 5X10 = — 3X6(A1) - d0 10- 15-0-0 _I2-0 01_ 15-0-0Ile _I 32-0-0 Over 2 Supports R=1514 U=494 W=4" R=1514 U=494 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:2 FL 1 R Scale 1875" Ft. MAR NI NG•` TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED ByTPI (TRUSS PLATE INSTITUTE, SB7 O'ONOFRI0 DR .. SUITE 200. MAGI SON, YI 53719). FOR SAFETYETY P0. ACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M. Q_ i]-OWV_ 14.. j T T C L L T ( -D L 20 . 15.0 0 P S F P S F R E F R 3 5 2-- 4 7 3 8 5 DATE 10107102SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1. DRW SLTUSR352 02280219ROOFTRUSSDIYISlONIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j No"42704 BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S L T - E N G WMRAPOPKA.FL 32703 BUILD THE TRUSSES INCONFORMANCE WITH TP 1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF BC L L 0 .0 P S F M1O7-29S1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FA%: 407-2959153 CONNECTORS ARE MADE OF 20GA AS TM A657 GR40 GAL STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTNERW ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORe0•0v•.•" TOT.LD. 45.0 PSF SEON 36498 D U R F AC 1.25 FROM EPROFESSIONALENGINEERINGDRAWING$ 160 A-1 THE SEAL ON THIS DRAWING INDICATFS ACCEPTANCE OFPROFESSIONAL ENGINEERING A IXE SPONS IBILI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS U CERTIFICATE OF AUTHORIIATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Mar 11ANSI/TPI 1-1995 SECTION Z. SPACING 2 4 0 LWLKIVAA--P'IAJItK FILL - KO TOP CHORD 2x4 SP #1 Dense :T2, T3 2x4 SP #2: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 120 MPH WIND, 23.28 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2_) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X40 T3 5X4ft 5 T2 5 A) (A) lip 1.9-9-14 2VA III 5X8— 9X4111 3X6(A1) = 3X6(A1) 1-0-0 1-0-0 I_ 16-0-0 _I_ 16-0-0 _I INE 32-0-0 Over 2 Supports R=1514 U=497 W=4" R=1514 U=497 W=4" PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:4 FL 1 R Scale 1875" Ft. WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BR kC LNG. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. MAD SON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4v' T C L L T C D L 20 .0 15 .0 P S F P S F R E F R 3 52_ - - 4 7 3 86 DATE 10107102 SMYTH LUMBER CO" D R W SLTUSR362 022802?.0ROOFTRUSSDIVISIONIMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO w"42%G4 ' s B C D L 1 0. D P S F SLT-E:NG WMR. 2722 Sou TFI APOPKA BLYD. Am-vA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF BC LL 0.0 PSF S E O N 36502407-299 1 522 FAx. 407-299 91 53 SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AG53 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. ANDUNLESS OTHERWISE LOCATED ON TMIS DESIGN. P05f TION CONNECTORS PER tiy` T 0 T . L D . 45.0 P S F D UR . F A C 1.. 2 5 FROM J EPROFESSIONALENGINEERINGDRAWINGS1G0AZ. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPOWSIBIL iTY SOLELY f0R THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS AL SPACING 24.0" CERTWICATE OF AUTIORZLTION 89218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. Mar 11 '03 kkWtIC1VAA--MAJILK PILL - K/ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 0-4-9 I MIJ LONE, PKtFAKtu rKVM E.UMFU ItK INFU I (LUAU) a I)IMt NJIVNZ)) JU*MIIItu tsT IKUJJ Mt-K. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6- 2.5X4= 5X6- 3X8( B1) , J, lv— JAIV— 3X8( B1) 1 0-0 1 0 0 I_ 7-0-0 _1_ 6-4-0 _1_ 7-0-0 _1 20- 4-0 Over 2 Supports R= 1866 U=605 W=8" R=1866 U=605 W=8" 0- 4-9 9- 4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 3125" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SO f TE 200' MAD ISO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BF. RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BVILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACIN6 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOR AND PAPER ASSOCIATION) A%0 TPI. ALPINE CONNECTORS ARE MAOE OF ZOGA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AN0 UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER M. Aw_ ptIF1. S i` ij " 427{/ gTATE OF O R"r+" T C L L T C D L BC DL B C L L T 0 T . L D . 2 0. 1 5. 10. 0 0 . 45. 0 0 0 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 4 7 3 8 7 SMYTH LUMBER CO. RoOFTRussDrvtsEon 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407- 2JJ-T J22 FAx: 407-2999153 DATE 10107102 DRW SLTUSR352 02280221 SI_ T - E N G W M R S F_ 0 N 36857 D U R . F A C . 1.25 FROM LIE PROFESSIONALENGINEERINGDRAWINGS 160 A2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COHPO NEXT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS A` CERTIFICATE OF AUTFIORQATION #9218 COMPONENT FORBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANI SECTION M a r 11 _ SPACING S E E AB O V E LWtKIYAA--MAJItK FlLt - KZ5; INIZ, UNL, FKtFAKtU rKUM L.UMF'UItK INVUI (Ll7AUJ 6 uIMtNZ>IUNZ)) Jut5MII ItU bT IKUJa MI-K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-9 y 7 2.5X4(A1) 120 MPH WIND, 11.38 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 5X4m 2X4 2X4% 5 r— —T 5 0-4-9 9-4-0 5X10= 2.5X4(A1) l 0-0 9-0-0 _1_ 2-4-0 _1_ 9-0-0 _I de 20-4-0 Over 2 Supports R=912 U=226 W=8" R=992 U=284 W=8" PLT TYP. Wave TPI-95 R Des gn Criteria: TPI STD FL BLDG CODE 07Y:1 FL 1 R Scale 3125" Ft. YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H[8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO P E11ORM1XG THESE FUNCTIONS. UNlES$ OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STR UC 7UR AL. PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE RING. IMPORTANT-' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE KITH TP 1; OR FABRICATING. HANDLING. SHIPP{NG. INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t{FI J 0 jj42704 •j lSTATEOFJ T C L L T C D L BC DL B C L L 20. 1 5. 10.0 0. 0 0 0 P S F P S F PSF P S F R E F R 3 5 2-- 4 7 3 88 sMYTH LUMBER CO. ROOF TRUSS DrMlom 2722 Soum APOPKA BLvD. APOPKA. F- 32703 D A T E 10107102 DRW SLTUSR352 02280222 S L T- F N G WM R 407-2991522 FAX 407-2-0)" 153 SPEC [FICATIAR PUBI iSHED BY THE AMER (CAN FOREST AND PAPER ASSOCIATION} AND iP I. ALPINE CONNECTORS AkE MADE OF 206A AS TM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER tA1qy+ffw,, TOT.LD. 45.0 PSF SEON 36451 D U R . F AC . 1.25 F ROM J EPROFESSIONALFJIGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESP0NS 181LI1Y SOLELY FOR INCTRUSS COMRONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS CERTIFICATE OF AUTHOR17AIlON #921e COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANS I)TPI 1-1995 SECTION 2. Mar 11 '03 SPACING 24.0" LWtKIVAA--MAJItK F1Lt - K`J) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-6-7 1 3X4( IMI. UWIa FKtFAKtU FKUM I.UMFUItK INFUI (LUAU. K UIMtN.1UN.) .UlmII ItU by lm).' MFR. 120 MPH WIND, 11.62 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 7 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= L 9-9-8 _I_ 10-2-0 VIE 19-11-8 Over 2 Supports R=890 U=227 W=3.5" R=981 U=288 W=8" 0-4-9 1 7 9-4-0 PLI IYP. Wave IP1-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:5 FL 1 R Scale 3125" Ft. WARNING`• TRUSSES REOUIP.F. EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 2 0. 0 P S FBRACING. REFER TO HIR 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NST[TUTE. 583 D'ONOFRIO DR.. SUITE 200. MAOISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNIf S$ OTHERWISE INDICATED. TOP CHORD SHALL HAYS PROPERLY ATTACHED t~ 45- • 1T% T C D L 15.0 P S F R E F R 3 5 2-- 4 7 38 9 DATE 10107102SMYTHLUMBERCO" STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V DRW SLTUSR352 02280223ROOFTRu5sMmtoNIMPORS..NTNC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 jrf M- M"42704 i BC DL 10.0 PSF 2722 Somm APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 71i Fj APOPKA. FL. 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF BC LL 0.0 PSF SL I -ENG WMR 4O7-2Q9-11B152252 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST A0 PAPER ASSOCIATION) AND TPI. ALPINE S E O N 36437 CONNECTORSAREMADEOF20GAASTA653GR60GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ti<„O RO TOT . L D . 45.0 P S F FAX: 407 53 EACH FACE OF TRUSS, A N0UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F A C 1 FROM J F PROFESSIONALENGINEERINGRINGYTRUSSICOMPONENTIOFEALTHI$ P.ESP0 SIBILOITY SOLELYTFORSEAL THE111 GNTSHOWNCEPTANHE SUITAll LITYOANO ISENAL 25 CERTIFICATEOF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING I$ THE R E 'PO4S IBILIT'Y OF THE BUILDING DESIGNER. PER Mar 11 '03 ANSIJTPI 1-1995 SECTION 2. SPACING 2.4.0" LWLKIVAA--MAJItK VILL - KIV) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ntJ unu rmc—c-u rRVrl wriruicn 11lrV1 (LVAVJ a Vu-i 1—LV—) JV uru' I — U . -- — I . 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 1 HIP SUPPORTS 5-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-9 5X4= 3X4 (R) III 5 r-- T 2-5-9 9-4-0 2.5X4= 2X4 (A ) 2X4 III 1-0-0 1_ 5-0-0 _i_ 4-1-8 _I 9-1-8 Over 2 Supports R=673 U=289 W=3.5" R=700 U=279 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD), FL BLDG CODE 12m&L OTY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE OR., SVITE 200. MAO ISON, NI 53719), FOR SAFETY PRACTICES PRIOR TOINSTITUTE. 583 D'0 OF OR PERFORMING THESE FUNCTIONS. UNLESS DIME:WISE INDICATED, TOP CHORD $HALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FkBRICAT ING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATIONI AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, P0$1TION CONNECTORS PER 16 y-yt F•• "• V/ j r (` j4Z7 STATE OF NZORI T \, T C Bl. BC TOT.I_D. L L D L DL LL 20.0 15.0 1.0,0 0.0 45.0 P S F P S F PSF PSF PSF R E F R 3 5 2-- 4 7 3 9 0 DA T E 10107102 SMYTH LUMBER CO. ROOF TRUSS DIYLSiON 2722 SOUTH APOPKA BLVD. APOPKA.FL 32703 FAX 7-299.1 22 DRW SL7USR352 02280224 SLT-ENG WMR SEON 36439 D U R.. F A C . 1 .2 5 F R 0 M J E tPROFESSIONALEE4GINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUS5 COMPONENT 0ESI GN SHOWN. THE SUITABILITY ANO USE OF THIS SPACING S E E ABOVECERTIFICATEOFAUTHORRATK3N #9218 COMPONENTANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ 1 ma T 11. LWtKIVAA--MAJItK FILL - K11 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 2 X 4 III T 1-10-0491r-0 9-4-0 2X4 (Al) ;_ 2 X 4 III loo 4-0-0 Over Continuous Support R=108 PLF U=52 PLF W=4-0-0 ffi1S DWG PREPARED FROM COMPUIER 1NPU1 (LOADS & DIMENSIONS) SUBMITTED V TRUSS MFR. 120 MPH WIND, 10.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED . ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL 1 R Scale 375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANOLING 1MSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE NSIITUTE. 583 D'ONOFR10 OR., SUITE 200. MADf$ON, YI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CNORD SHALL HAVE PROPERLY ATTACHED K A K. c=4Q•7• Ifl ^•' I- T 1. T C L L D L 20.0 15.0 P S F P S F R E F_ R 3 5 2-- 4 7 3 9 1 DATE 1 0/ 0 7/ 0 2SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 022$0225ROOFTRussDms10NIMPORTANT•* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DEVIATION f 42704 BC DL 10.0 PSF 2722 SOETTH APOPKA BLVD. PRODUCTS, INC. $HALL NOT BE RESPONSIBLE FOR AMY FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND y= 7C APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF B C L L 0.0 P S F S L T - E N G / WM R 407-2991 522 SPECIFICATION PUBLISHED BY THE AMERtCAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE jCONNECTORSAREMADEOF20GAASTNA653GR40GALY. STEEL. EXCEPT A$ NOTED. APPLY CONNECTORS TO A T 0 T L D . 45.0 P S F S E O N 8 7 5 8 4FAX407-299-9153 EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTOR$ PER RtIG D U R F AC . 1.25 FROM MPROFESSIONALENGINEERINGDRAWINGS160AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPON SIB [I. I T V SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUiTABll f1Y ANO USE Of iH I CEFMFIGETEOFAUTIEORRATION#921a COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS181LITY OF THE BUILDING DESIGNER, PER Mar 11ANSI/TPI 1-1995 SECTION 2. SPACING 2 4.0 LWtKI4AA--MAJItK r1Lt - K1!_ iKla UNU eKCrAKEU rKVM l,UMrUfEK ImvUl ILVAUa a UIMEMZllViYa) aVDMIffEU Of fKVaa rirn. TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 0-4-9 2X4(A1) 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X4=— 4 IH X4 HIl 4 0 9-4-0 2.5X4 W I_ 7-0-0 _I_1.J 8_1 L8-3-8 Over 2 Supports 3. R=557 U=244 W=8' R=796 U=316 W=3.5' PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BR AClN6. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI {TR US$ PLATE I XST I TUI E. 563 "'0 OFR IO OR., SUITE 200, HADISON, Wi 53119). FOR SAFETY PRACTICES PRIOR TO PEP.FORMFNG TNESE FUNCTIONS. LINL FSS OTHERWISE INOICATEO. TOP CHORD SNALL HAVE PROPERLY kTTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEII LNG. IMPORTANT-` FURNISHTA COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NO BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AXD PAPER AS$OCIAT iO N) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTH A653 GR40 GALV. STEEL. EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OE S16N, POSITION CONNECTORS PER AI G' N I/y"` v V •%" l4u— I w i NO.42704 ' s 1. 1 7R + 7C STATE OF O i1O T C T C BC BC TOT. L L D L DL LL LD. 20 . 15 . 10. 0 y 0.0 45. 0 0 Q P S F P S F PSF PSF PSF R E F R 3 5 2-- 4 7 3 9 2 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPK/l BLvD. APOPKA, FL. 32703 407- 299-1522 FAX: 407-29991 53 D A T E 1 Q 07102 DRW Sl.TU5R352 02280225 SL T-ENG WMR SEON 36859 p U R F A C . 1.25 F R 0 M J E PROFESSIONALENGINFRINGDRANIN6S I60 A Z. THE SEAL ON THIS DRAWING IND[CATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPONSIBTL ITV SOLELY FOR THE TRUSS <ONPONENT DESIGN SHOWN. THE SU ITkB II lTY AMD USE OF THIS Ai SPACING SEE ABOVE f CERTTFICATEOFAUTFEORQATION#9218 C{N S IOTPITI F 0RANSECPART TIO NCULAR 8UILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar 11 '03 LNtIC I Y/1A--MAH ItK YILt - K13) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-9 IM1J UN6 HKtFAKtU FKUM (, UMPUILK lNNUI (LUAU) G UIMtNbI0N5) SUlIM11ltU JY IKUSS MFK. 12.0 MPH WIND, 11.17 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2 X 4 III 2X4* 5F— ITT 3X4 hll-4-0 9-4-0 2X4 (A] ) zx1 n 1-Q o 48-3-8 Over 2 Supports R=468 U=192 W=8" R=332 U=180 W=3.5" PLT 1YP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 01Y:10 FL 1 R Scale 375" Ft. WARNING"" TRUSSES REOUIRE EXTREME CARE 1N FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IRE (TRUSS PLATE T C L L 2 0. 0 P S F R E F R 3 5 2- -- 4 7 3 93 INSTITUTE. 583 D'ONOFRIO OR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0THE. RWISE {NO ICATED. TOP CHORD SHALL HAYS PROPERLY ATTACHED tlPl• 7C D L 1 5. 0 P S F D A T E 10107102 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID Cf ILING. I— {%: ROOFTRUS5Dm310N IMPORTANT`'` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No"42704 BC Dl- 10.0 yPSF DRW SLTUSR352 02280227 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DE IATION FROM THIS DESIGN; ANY FAILURE TO i 71f 1 SL T - ENG /WMR 2722 SOUTH APOPKA BLVD. APOPKA, FL. 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANO BRACING OF TRUSSES. THIS Of.SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN I STATE OF % VVVBC LL 0.0 PSF 407. 299.1 522 SPECIFICATION PUBLISHED 8Y THE AHERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL. IICEPT AS NOTED. APPLY CONNECTORS TO 1 O T 0 T L D 45 P S F S EN FAX: 407-29991 53 EACH FACE OF TRUSS. AND UNLESS OT HFRWI SE LOCATED ON I"'S DESIGN. P05I T ION CONNECTORS PER Rio w/• 0 O 37003 DUR. FAC. 1.25 FROM JE PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS OR AW iNG INDICATES ACCEPTANCE OF PROFESS [O NAL ENGINEERING AL RESFONSIBILITYSOLELYFORTHETRUSSCONPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTmomm oN #9218 8UILOING IS THERESPONSE BILITY OF THE BUILD ING DESIGNEQ.PER COMPONENTFORFOR99ANSEMar 11 ' Q.S PARTICULARSPACING 24 0 LWtKIVAA--MAJILK rlt_t - K14 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-9 i-o 0 2X4 M s ide 8-0-0 Over 2 Supports R=453 U=185 W=8' R=337 U=180 i nia u.0 rmcr—Lu rnvrt tvriruicm tnrvi Lwnu a VLf-c,V LV 101 JV—lI-EU DI I nv j 1 120 MPH WIND, 11.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 1I, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 3-8-6 9-4-0 PLT TYP. Wave 1PI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO H16-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE /{- T C L L 2 0. 0 P S F R E F R 3 5 2-- 4 7 39 4 INST[TU iE. 583 O'ONOFRIO OR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 34 S PIC..'j% T C D L 1 5. 0 P S F DATE 10107102 SMYTH LUMBER CO. SiR ULiUAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CC lltNG. V N ROOFTRUSSDMSWN " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0.4Z/04 BC DL 10.0 PSF DRW SLTUSR352 228 228 PRODUCTS, INC. SHALL NOT BE RFSPONSIBLE FOR ANY DEVIATION FROM iH IS DESIGN: ANY FAILRG AND URE TO 1 j i 27225 OUTH L 327PKA BLVD. BUILBRACINGMOFTTRUSSES`N COTHISMARC DESIGNICONFORMSOWITHR F AAPPLICABLEPROVISIONSSOFPNOSG(NATIONAL, INSTAL IDESIGN 7C ffi B C L L 0. 0 P S F Sl_ T- E N G / W M R AF407- FL 32703 STATE OF SPEC IF !CATIONPURLISHEOBYTHEAMER !CAN FOREST AND PAPER ASSOCIATION) IATION) AND TP1. ALPINE INE 'L 4oi-2931522 CONNECTORSAREMADFOFZOGAASTMA653GR40GALV, STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO z}R p'. TOT. LD. 45.0 PSF SEON 9591 FAX: 407.2999153EACHFACEOfTRUSS, AND UNLESS OTHERWISE LOCA TEO ON TH{$ DESIGN. POSITION CONNECTORS PERK PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING IND (GATES ACCEPTANCE OF PR DFE$$IONAL ENGINEERING at D U R . F A C . 1.2 5 FROM LIE RESPONSIBILITY SOLELY FORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFTC:ATEOFAU3HORRATION#9218 / 1 COMPONENT FOR ANYPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Mar 11 SPACING 24.0" ` k LMCM1IYNN-`I-IFSJICK rILC - K1J TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-9 2X4(A1) 5X4=- 2 X 4 III R1J VMV rKCrNMCU rnvrl 1-vmrUICM LrlrUi LLVAUJ b ULrtCN,JLUMJj JU17r1111CU r'T IMUJJ nrM. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 5F- 3-3-9 9-4-0 2 X 4 III 2X4 M i 0 0 0-0-8 I_ 7-0-0 _ow11-81 Ile-8-0-0 Over 2 Supports 31 R=523 U=230 W=8' R=821 U=331 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:1 FL 1 R Scale 375" Ft. WARNING TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND 1 C L L 20 D P S FBRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 587 D'ONOFR IO DR., SUITE 200. MAD ISON, YI 53719). FOR SAFETY PRA{TIC E$ PR lOR TO PERFORMING THESE fUNCI IONS. UNLESS OTXERWISE INDICATED. TOP CHORD SHALL HAVE PROPER IY ATTACHED h tlfl f'" V: T C D L 1 5. 0 P S F R E F R 3 5 2-- 4 7 39 5 DATE 101071023MYTHLUMBERCO. ROOFTRUssDms10N TRUCTU0.pL PANELS. BOT10M CHORD SHALL NAVE A PROP F.RLV ATTACHED RIGID CEILING. IMPORTANT FURNISH A COPV OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r f1I0.*%O4 BC DL 10.0 PSF DRW SLTUSR352 02280229 2722 SOurm APOPKA BLVD. NCPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SNIPPING. INSTALLING AND STATE OF BC LL 0.0 PSF SI-TENGAPOPKA. FL 32703 407-299.1522 BRACING OF TRUSSES. THIS DES IGM CONE ORMS WITH APPLICABLE PROY{SION$ OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE WMR CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO f N.r''" 1 TOT. LD. 45.0 PSF SEON 9594FAX: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D U R . F A C . 1.25 F ROM J EPROFESSIONALENGINEERINGDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. THE SUITABILITY AND USE OF TH I tA CERTIFICATE OF AUTT/OR¢ATION *9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Mar 11 `03kNSI/TPI 1-1995 SECTION 2. SPACING SEE ABOVE LWtKIVAA--MAJItK r11-t - KID (L-FLT) TOP CHORD 2x6 SP #1 Dense BOT CHORD 2x6 SP SS :B2 2x6 SP #1 Dense: WEBS 2x4 SP #3 W3, W5, W7, W9, W11, W13, W15 2x4 SP #2: SPECIAL LOADS LUMBER OUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 180 PLF at 0.00 to 207 PLF at 7.00 TC From 546 PLF at 7.00 to 546 PLF at 20.2.5 BC From 10 PLF at 0.00 to 10 PLF at 1.00 BC From 59 PLF at 1.00 to 59 PLF at 13.00 BC From 20 PLF at 13.00 to 20 PLF at 20.25 TC 1667 LB Conc. Load at 7.00 MAX JT VERT DEFL: LL: 0.25" DL: 0.33" RECOMMENDED CAMBER 112" DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. 2-9-0 2X4 III HS812 (R) IiI 6X8= 1OX10 = 3X8= IDIJ UNU YKCYAKCU rKUPI UUPIYUICK IIYYUI LLVAUJ b ULMCNZJLVIYJj JUDP111ICU 01 —vz"' rlr K. Z Complete Trusses Required I NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 4" O.C. BOT CHORD: 1 ROW @ 10" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 120 MPH WIND, 12.08 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) #3 OR BETTER SCAB BRACE. SAME SIZE & 806 LENGTH OF WEB MEMBER. ATTACH WITH 10d NAILS @ 6" OC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 5X6= 6X8= HS812 (R) M 2X4 III Orr, F%'P=- L jejr4# I k**4# F;'N 2-9-0 9-4-0 me 20-4-0 Over 2 Supports 311 R=10647 U=3382 W=8' R=11255 U=3576 W=5" PLT TYP. High Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDIING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR [0 DR., SO iTE 200. MAO ISON, Wf 53719). FOR SAFETY PP. ACTICES PRIOR TO PERF ORMIM6 THESE FUNCTIONS. UNLESS OTNERW[SE iN01C ATE0. TOP CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE. TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANO[.ING, SHIPPING, INSTALLING AND IFSPEC1COFtTRUSSES.'NEOTBYHI STHEIAIGI CCANOFORESTTANDPPAPERBA550CIAT[ON)SANO TP1OF .(NAIPlL DESIGN NE CONNECTORS AREMADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER f..•.«p rtIFI.. rr V i No. 42704 1 i .71C. ORSTATE OF ? 4 1 n T C T C BC BC T 0 T L L D L DL LL L D . 20 . 0 15 . 0 10. 0 0. 0 4 5.0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 4 7 3 9 6 SMYTFI LUMBER CO. ROOF TRUSS DM410N 2722 SOLfTH APOPKA BLvo. APOPKA.FL 32703 407-299.1 522 FAx: 407-29991 53 D A T E 10107102 DRW SLTUSR352 02280230 SLT-ENG WMR - S E 0 N 1 i 5 7 3 D U R F AC . 1.25 FROM J E PROFESSIONAL ENGINEERING DRAWINGSL60A- Z.THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NL SPACING SEE ABOVE CERTIFICATE OF AUnWROAmom89218COMPONENTFORANYPARTICULARBUILDING15THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER AMSI/TPI 1- 1995 SECTION 2. Mar 11 `0 LWtK1VAA--MAJILK I•ILt - K11 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TIC From 47 PLF at 0.00 to 47 PLF at 0.29 TIC From 95 PLF at 0.29 to 95 PLF at 19.96 TC From 47 PLF at 19.96 to 47 PI-F at 20.25 BC From 30 PLF at 0.00 to 30 PLF at 20.25 PROVIDE FOR COMPLETE DRAINAGE OF ROOF. 110 0 1 2X4= 3X8= 5X6= IRIS UWU PRtFAHLU FRUM CUMPUItR 1NPUI (LUAUS & U1MtNSIUNS) SU8M11ItU BY IRUSS MFR. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. MAX JT VERT DEFL: LL: 0.2.2" DL.: 0.2.6" RECOMMENDED CAMBER 1/2" A) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 3X8= 2X4= 5X6= 5X6= Me 20-3-0 Over 2 Supports R=1252 U=399 W=8" R=1252 U=399 W=4" PLT TYP. Wave TPI-95 R Des gn Criteria: TPI STD FL BLDG CODE 01Y:l FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO M1691 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TEE(TRUSS PLATE INSTITUTE. 583 O'ONOfR10 OR., SUITE 200. MADI SO N. N1 53719). FOR SAFETY PR ATTIC ES PR f ORTO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAYS PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•' FUR NiSH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN FAILURE. TO ZIFI ,/ j/ 4 r- j , 4y704 1 7C = ` * T C T C BC L L D L DL 20 . 0 1 5.0 10. 0 P S F P S F PSF R E F R 3 5 2-- 4 7 3 97 SMYTH LUMBER CO. ROOF TRUSBDIV{SION D ATE 10107102 DRW SLTUSR352 02280231 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPP iNG. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1STATE f BC LL 0.0 PSF SLT-ENG WMR 407- 299-1 522 FAx: 407-2999153 SPECIFICATION PUBLISHED BY THE AMERI:AN FOREST AMD PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER I' DOFT 0 T l_ D . 45.0 P S F S E 0 N 3 6 5 5 9 DUR. PAC. 1 .25 FROM JE PROFESSIONALEiMmmEmimc; DRAWINGS 160 A Z. THE SEA ON THIS OR AWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONS lot L ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS A CFRTTFFCATEOFAUTHORIZATION # 9218 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER COMPONENT 1NTFOR ANSECTION U Mar 11. '03 SPACING SEE ABOVE LwtKIVAA--MA-)ItK rll-L - n1. IXILJ UMU rrctrAMtLI rKVM L.uMrUitK livrUi LLURU3 a UL19tJV3ILm_,) ,V0mLiitu of ircUaa nrrc. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 0-3-10 LF1-5-0-,J _ 9-11-9 _I 9-10-1 Over 3 Supports R=396 U=180 W=5.657" 120 MPH WIND, 21.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 1I, EXP B, WIND TCDI-=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS WITH NO WEBS. 2.2-9-1 R=73 U=180 3-2-14 19-9-14 R=609 U=225 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:4 FL 1 R Scale 375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE8RACING. REFER TO H1B.91 ORI.Sc:TUTf. 583 D'ONOFR IO OR., SUITE 200. MAO ISON, MI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INO ICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAXEI S. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGl0 CE RING. M. A I N•M"••y a`IF'•'. rf` I j•.w T C L L T C D L 2 0. 15.0 0 P S F P S F R E F R 3 5 2-- 4 7 3 9 8 MYTH LUMBER CO. DATE 10107102 DRW SL TffSR352 02280232ROOFTRUSSDIVISION 2722 SOlfiFf APOPKA BLVD. APOPKA. FL 32703 407.2931522 FAx 407-2999153 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR OOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, iNSiALLIXG AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE IC ATf ON PUBLISHED BY THE AMER iC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER No•42704 • JzJ "' STATE OF y FyORdvo BC DL B t L L TOT. I.D. 10.0 0 . 45.0 0 PSF P S F PSF S L T E N G WMR SEON 36408 D U R . F A C . 1 .25 FROM J EPROFESSIONALENGINEERINGDRAWINGS160A,Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF 71415 Ai CERTIFICATE OF AUTH0RRATION#9216 COMPONENTANSEPARTICCTION ULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar 11. SPACING SEE ABOVE LWtNIVAA--MAJItK rlLt - He TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 HIPJACK SUPPORTS 6-11-8 SETBACK JACKS WITH NO WEBS. 0-3-10 i-5-o>I 9-11-9 _I 9-10-1 Over 3 Supports R=572 U=180 W=5.657" IHLJ UVIb HKtYAKtU tKVM LUMYVItK INHUI (LUAU) h UIMtINJIVIYJ) JUwPlIIItU by IKUJJ Mt-K. 120 MPH WIND, 21.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT If, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL_ LOAD. 22-9-9 R=66 U=180 3-3-6 19-9-14 R=616 U=230 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:4 FL 1 R Scale 375" Ft. WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFFR TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO dR., SUITE 200. HADI SO N, W1 . T53719). FOR SAFETY PRACTICES PRIOR TO Pf RF ORMING THESE FUNCTIONS. UXLE SS OTHERWISE INDICATEDOP CHORD SHALL HAYEPROPERLY ATTACHED STRUCTURAL PANELS. BOT TOHCHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FI •••••• .. i c1.•;e T C TC L L DL 2 0. 15. 0 0 C' PSF PSF R E F R 3 5 2- -- 4 7 3 9 9 SMYTH LUMBER CO. DATE 10/07/02 DRW SLTUSR352 02280233 ROOFTRussDmsroN2722 ScHuTH APOPKA BLVD. APOPKA. F - 32703 407- 2-1 522 FAx: 407-299.9153 IMPORTANT*• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APP(.ICASLE PROVISIONS OF NOS (,NATIONAL DESIGN SPECIFICATION PUBLISHED 0G THE ANERICAN FOREST AND PAPER ASSOCIATION) AND TPE. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR 49GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. kN0 UNLESS OTHERWISE LOCAT EOON THIS OES[G N, POSITION CONNECTORS PER jf4Y • N / LTV"4`704 i71i iS STATE OF j ORIO` fj ti •` BC B C TOT DL L L L D . 10. 0 0 , 4 5 . D 0 PSF P S F P S F S L T - F N G WM R S E O N 36406 D U R F A C . 1 .2 5 FROM J E PROFESSIONALENGINEERINGDRAWINGS1G0A-Z. THE SEAL ON THtS OR AYIN6 INDICATES ACC€PTAgCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OES IGNSHOWN. THE SUITABILITY AND USE OF THIS a` CERnFlcATE OF AVTmommION#9218 COMPONENT FORBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSECTIONO1 Mar11SPACING SEE ABOVE LWLNIVAA--PTAJItK riLt - M5 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 4-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 0-3-10 LE1-5-0 7-0-14 —1 me7-0-2Over 3 Supports 30 R= 268 U=180 W=8" i nia Unu r c—Eu rnvri t,vriruILm itiruI (L.v NUaa U1 riLnOtvnJ7 -. u oru It— UI 1-00 v n. 12. 0MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 11 5 15 R= 236 U=180 2- 5-9 9- 4-0 R= 79 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPi (TRUSS PLATE NSTI TUTS. 583 11'O NOFRIODR., SU[TE 200. MA SO N, WI 53 T19}, FOR SAFETY PRACTICES OR10P. TO PERFORMING THESE FUNCTIONS. UNLESS DIMERW{SE IN01C ATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. PRIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN KNL tIFIC4 i No•4"27 S71f j STATE OF s T C L L T C D L gC DL BC LL 2 0. 1 5. 10. 0 0. 0 0 0 P S F P S F PSF PSF R E F R 3 5 2-- 4 7 4 0 0SMYTH LUMBER CO. ROOF TRUSSDfVL410N 2722 souTH APOPKA BLVD. APOPKA, FL 32703 DATE 10107102 DRW SLTUSR352 O22$023 1 SLT- ENG WMR SEON 36410 407-2931$22 FAx: 407-29991 53 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER.«` OR/ 0' TOT. LD. 45.0 PSF D U R . F A C . 1.25 FROM J E W PROFESSIONALENGINEERINGDRAWINGS160AZ. THE SEAL ON THIS OR AWING IX0ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY ANb USE OF THIS A SPACING SEE ABOVE CERTIFIGNTEOFAUTHORRATION#9218 COMPONENT 1FOR 99ANYNG DESIGNER. PER SECTIOPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILD1Mar 11 ,O L.WtKIVAA--MA3ltK rILL - Ll TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 11-0-0 1E 7-0-12 _1 7-0-0 Over 3 Supports R=411 U=180 W=4" IMIJ UKU FKtHAKtU rKVM L.VMFUItK INF'UI (LVAUJ 5 UIMtNJILINJ) JUt1MIIItU Y IKUJJ Mr K. 120 MPH WIND, 21.41 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 22-9-2 R=215 U=180 3-3-1 19-9-14 R=78 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 OTY:20 FL 1 R Scale 375" Ft. WARNING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T L L 2 O. 0 P S FBRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHEO BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRlO DR., SUIT 200. MAO(SON, N1 13719). FOR SAFETY PRACTICES PRIOR TO m N.NNNZIFI"•. li R E F R 3 5 2-- 4 7 4 0 1 3MYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS DTHERW($E INDICATED. TOP CHORp HALL,HA YE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYS A PROPER IY ATTACHED RIGID CEILING. 4 T C D L 1 5. 0 P S F DATE 10107102 DRW SLTUSR352 02280235ROOFTRUSSDMSIONIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED rrr A, : i NO"Ii2%O4 CBCDL10.0 PSFPRODUCTS, INC. SHALL NOT 8E RESPONSIBIE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S L T - E N G WM R2722SOUTHAPXPKABLvD. APoPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF BC L L 0 .0 P S F 407-299.1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE 4CONNECTORSAREMADEOF20GAASTA653GR40GALY. STEEL, EXCEPT AS NOTED. APPLY CONNIlTDPS TO 3 a 0 T 0 T L D . 45 .0 P S F S EON 36412FAx407-299rJ 153 EA FACE OF TRUSS. AND UNLESS OTHERW($E LOCATED ON THIS OES16M, POSl/ION CONNECTORS PER Rom' DUR.FAC. 1.2.5 FROM JEDRAWING$ 160 A-Z. THE,SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING( PRDFFssiONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS VVV i CERnFicATEOFAUTt4ORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS181LITY OF THE BUILDING DESIGNER, PER Mar 11ANSI/TPI 1 1995 SECTION Z. SPACING 2 4 0 LNtR1 YfNA- -rUAJI rK rILt - r-' TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-9 1 1o o1 - 7-0-12 RE 7-0-0 Over 3 Supports R= 411 U=180 W=4" i nL3 u a u rn[r Mncu rnvm I.VrIrVIrM L—vi Ll_VNU3 M ULrJC"3Lv1Y31 3vor,i IILU 01 r<v33 '-- 120 MPH WIND, 21.45 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND 1-12.40 TOTAL LOAD. 22- 9-10 R= 215 U=180 3- 3-9 19- 9-14 R= 78 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:6 FL 1 R Scale 375" Ft. WhRNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IXSTITU tF. 583 O'ONOFRIO DR., SUITE 200. MADISON. WI 53119). FOR SAFETY PRACTICES PRIOR TO PE OR MING THESE FUNCTION$. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT ACHfO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p t F V;. y uu T C L L T C D L 20. 0 15. 0 P S F P S F R E F R 3 5 2-- 4 7 4 0 2 SMYTH LUMBER CO. D A Z E 10107102 DRW SLTUSR352 022807.36 ROOFTRussDmsioNIMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE 0.ESPONSIBLEF00. ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO fNo. 42704 i 1 1 BC DL 10•0 PSF SLT ENG WMR ` 2722SOUTHAPOPKABLvD. APOPKA• FL 32703 407- 2931522 FAX: 407-299.9153 8UILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HA NOLI N6. SHIPPING. INSTALLING All BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERY I SE LOCATED ON THIS DESIGN, PC$1 T IONCONNECTORS PER 7f 7C STATE OF R Oi.'" BC LL TOT. LD. 0. 0 45. 0 PSF PSF SEQN 36414 D U R . F A C . 1.25 FROM J EPROFESSIONALENGINEERINGDRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" CERTIFICATEOFAUTHORmATION09218COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. Mar 11 '03 LWtK1YAA--MAJItK rIL L - ts) IH1S UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 120 MPH WIND, 10.55 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-9 11 0 O.IE 5 - 0 -12_-:No 5-0-0 Over 3 Supports R=325 U=180 W=3.5" 11 5 12 R=147 U=180 2-5-9 9-4-0 R=52 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CAPE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND AI L C L L 20. 0 P S FBRACING. REFER TO HI8 91 (HANDLING INSTALLING AND BRACING), PURL IS HE BY TPI (TRUSS PLATE INSTITUTE. 587 D'ONOFR IO OR .. $UI TE 200. MAD ISON, N( 57 T19). FOR SAF E T'V PRACTICES PR LOP TO VZiFI R E F R 3 5 2-- 4 7 40 3 SMYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IN01CATED, TOP CHORD SHALL HAY, PROPERLY ATTACHED T C D L 15 .0 P S F DATE_ 10107102 ROOF TRUSS DMSION STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0.427 _ BC DL 10.0 PSF DRW SLTUSR352 02280237 2722 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SLT-ENG WMR SOUTH APOPKA BLHD. APOFKA.FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABR ICATl NG. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S8TATEOF BC L.L 0.0 PSF 4C-i-29 1 522 SPECIFICATION PUBI. ISHED 8Y THE AHER(CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Al CONNECTORS ARE MADE OF 20GA ASTM A653 GR4O GALY. STEEL. EXCEPT A$ NOTED. APPLY CONNECTORS TO ti..w0R TOT . L D . 45.0 P S F S E O N 36416FAX407-29191 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISF LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D U R F A C 1 5 F ROM 1 EPROFESSIONALENGINEERINGDRAWINGS160AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AL RESPONSIBILITY SOLEL'I FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS 2 U CERTIFICATE OF ALFTHOROATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Ma11 '(}3 rANSI/ TPI 1-1995 SECTION 2. SPACING 24.0" LWtK1VAA--MAJItK r1Lt - L,1 TOP CHORD 2x4 SP #3 B01 CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. i 0-9-1 R13 2 1 - 14 R=- U=180 11-0-0_L1-0.1221 1-0-0 Over 3 Supports 77 R=220 U=180 W=4" 12.0 MPH WIND, 20.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:B FL 1 R Scale 375" Ft. WARN ING•` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INAND BRAC, NG. REFER TO HI891 (HANDLING INSTALLING ANO BRACING[. PUBLISHED OY TPI (TRUSS PLATE I NSTITU iE. 583 D'ONOFR IO DR., SUITE 200. MADISON, vI 53T19). FOR SAFETY PR AC TiCES PRIOR TO PERT ORMING THESE FUNCTION$. UNLESS OTHERWISE 1N01CATE D, lOP CHORD SHALL HAYF PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. K i•"• ltCT C L L r 1C D L 2 0. 15. 0 0 P S F P S F R E F R 3 5 2-- 4 7 4 0 4 D A T E 10107102 SMYTH LUMBER CO. DRW SLTUSR352 02280238 ROOFTRUSSDIMION2722 SoLrrH APOPKA BLVD. APOPKA, FL 32703 407- 299.1522 FAx: 407-2999153 IMPORTANT+' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A663 GR40 GAL,. STEEL. EXCEPT AS NOTED. APPtY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER iI No"42704 '' y = + 7N ` }" STATE OF" L OR40• J I BC DL BC L L T 0 T . L D . 10. 0 0 . 0 4 5 . 0 PSF P S F P S F SLT - E N G / WM R S E 0 N - 36384 D U R . F A C . 1 .25 FROM J E PROFESSIONALENGINEERINGDRAWING$ 160 A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN61MEEPING RESRO N STILITYSOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABILETY AND USE OF THIS SPACING 24. 0 A CERTIFICATE OFMRHORRATHDN99218T1FOR,A11EPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER- PER Ma r 1 1 ANSI/TPI LVItKIVAA--MAJILK r1Lt - Ue) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5 2X4 (A ) It 0 yI-E 3-0-12---->j 3-0-0 Over 3 SuDDorts R=245 U=180 W=4" 21 1 2 R=73 U=180 1-7-1 19-9-14 R=26 U=180 IMIZ, UNLT FKtYAKtU tKVM UUMVUItH 1NFU1 (LVAUJ 5 U1MtINNIM.) JU8M111tU Vy IHUJJ Mt H. 12.0 MPH WIND, 20.58 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLI TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE O1Y:B FL 1 R Scale 375" Ft. WARNING-* TRUSSES RCOUIRf EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND AA I C L L 20.0 P S FBRACING. REFER TO H[8 91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITU TF. 58J D'ONOFRIO DR., SUITE 200. MAD ISON. WI 50719). FOR SAFETY DR pCTiCE$ PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE. INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED N.••••y G'F •• j V %•' T C D L 1 5.0 P S F R E F R 3 5 2_ -- 4 7 4 0 5 DATE 10107102SMYTHLUMBERCO. ROOF TRUSSDMSION STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f7s NO. 42704 BC DL 10.0 PSF DRW SLTUSR352 02280239 2722 SOUTH APOPKA BLvD. RODUCTS, INC. SHALL NOT BE RESPONS18LE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 1 1 7{ 7 SLT -ENG WMRAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN w jfj j $TAM BC LL 0.0 PSF 407-299-1 522 59EC IF ICATI04 PUBLISHED 8Y THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE IJVN'"'GGGG Imo` liCONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO OR%,,,. TOT .LD. 45.0 PSF SEON 36388FAX407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F AC 1.25 FROM J EPROFESSIONALENGINEERING DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R E SPOMSIBILI TY SOLELY FOR THE TR U55 COMPON€NI O151GN SHOWN. IHE SUITABILITY ANO USE OF THIS CEfmFIGLTE OFAUTHORRATHON #9218 IOMPONI T FOR ANY PARTICULAR BUILDING I$ THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar 11 '03ANSIITPI1-1995 SECTION 2. SPACING 24.0" LWtK1VAA--MAJItK FILL - I,S IM1J UNu rKtVAKtU rKVM LUMVUitK INrUt (LVAUJ rY UiMCR3LVRZDj DUDMLrrtU Dr rmUaz rrr K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 21 11 ?_ R=147 U=180 2-5-1 19-9-14 R=52 U=180 0-0 1F 5-0-12NO 5-0-0 Over 3 Supports R=325 U=180 W=4" 120 MPH WIND, 20.99 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:8 FL 1 R Scale 375" Ft. NARNING' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND Bk ACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE. T C L L 20 . O P S F R E F R 3 5 2-- 4 7 4 0 6 INSTITUTE. 583 D'ONOFR [0 OR.. SUITE 200. MAOISON, NI 53719j. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 01HERNLSE INDICATED. TOP CHOkO SHALL HAVE PROPERLY A1iACHEO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE [LING. I•• T C D L 1 5. O P S F DATE 10107102 SMYTH LUMBER CO. DRW SLTUSR352 02280240ROOFTRUSSDTVLSION 2722 SOUTH APOPKA BLw. APOPKA.FL 32703 PAX: 40'7-2999?53 IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS PITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFIC A7[ON PUBLISHED BY THE AMER I<AN FOREST AN0 PAPER ASSOCIAT10 Nj AND TPI. ALPINE CONNECTOR$ ARE MADE OF 20GA ASTM AG53 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTOR$ TO ORtOFEACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER No.42704 1j7C STATE OF BC DL BC L L TOT. LD. 10.0 0.0 45.0 PSF P S F PSF S L T - E N G / WMR Y SEON 36392 D UR . F AC . 1.25 FROM J E 4PROFESSIONALENGINEERINGDRAWINGS150A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS A` SPACING 24. 0 ACERTwicATEOFAuTmomnON #9218 ENTFOR ANSECPARTICULARTION BUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER COMPONENT Ma r 11 LWLK1VAA--P1AJItK rll-t. - U4) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-9 5 —t- 0-9-9 ?-0-3-10 R=UU980 14 2X4 (A ) II-0'y1'0-121 1-0-0 Over 3 Supports 7— R=220 U=180 W=4" KIJ UWU HKLFAKtU tKUPI L.UPIYUItK INYLII (LUAU) b U1MtNJ1UNJ) JU15P711ItU IT IKU-0 PIPK. 120 MPH WIND, 2.0.20 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND 1-1240 TOTAL_ LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 O-Ty:10 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CAPE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND 8RACING. REFER TO HIS-91 (HANOLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE ?.00, HAD ISO N, Wl 53719). FOR SAFETY PRACTICES PRIOR TO P ERF ORMIXG THESE FUNCTIONS. UNLESS OTHERWISE iNO iCATEO. TOP CHORD SHALL HAVE PROPERLY AT FACHED STRUCTURAL PANELS'BOTTOM CHORD $HALL HAYE A PROPERLY ATTACHED R(G[0 CEILING. M• A 4Q/r' p Fl jS VIA NLO"42704 I C T C L L D L 2 0. 15.0 0 P S F P S F R E F R 3 5 2- -- 4 7407 SMYTH LUMBER CO. D A T E y /T1V/ 0 7/ V 2 DRW SLTUSk352 02280241ROOFTRUSSDmsroN 2722 Soum APOPKA BLVD. APOPKA.FL 32703 IMPORTANT-' FURNISH A COPY OF iHt$ DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCT$, INC. SHALL NOT BE RESP0NS 18LE FOR ANY DFY IATION FROMTHIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHSDP{NG. INSTALLING AND BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN N of STATE OF BC BC DL LL 10.0 0.0 PSF PSF SLT-ENG WMR 407-299.1522 FAx: 407-29991 53 SPEC IF IC ATi0N PU8L1SN f.0 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GP.40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AN UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION fONNECTOR$ PER PRom"' TOT 1. D . 45 .0 P S F S E O N 36386 DURFAC. 1.25 FROM JEfROFE5510NALENGINEERINGORAWINGS160A*Z. THE SEAL. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESP0 1IBILI iY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE III T AB ILL IY AND USE OF THIS Ynn • CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS ISILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION z. Marr 1 1 SPACING 24.0 LWtK1VAA--MAM tK rlt_t - k,5j TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5I +?_1R1-10 73 U=180 0-4-9 1-7-9 19-9-14 R=26 U=180 2X4 (A ) I 0 y1V 3-0-12-31IJ 3-0-0 Over 3 Supports R=245 U=180 W=4" I M I J UnU rncr AmEU rnVri [,VI-IrUICm LnrVi LLUAUJ a U T rir,1101 V IT J) aV 1ru LU Vi 1-0 , n. 12.0 MPH WIND, 20.62 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT TI, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Des gn Criteria: TPI STD FL BLDG CODE OTY:10 FL 1 R Scale 375" Ft. WARNING`* TRUSSES REOUfRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND i NSIITV TE. 583 O'OMOF0.[0 DR., SU RE 200. MADISON, W1 53719). FOR SAFETY PRACTICES PRIOR TO7PFRFORMiNGTHESEFUNCTIONS. UNI ESS OTHERWISE IXOICA TED. TOP CHORD SHALL HAYE PROPERLY AiTACHEO STRUCTURAL PANELS. BOTTOM CHORD $HALL HAYE A PROPERLY ATTACHED RIGID CE [LING. BRACING. REFER TO H18 .91 (HANDLING INSTALLING ANO BR Af 1NG). PUBIISHfO BY TPf (TRUSS PLATEU.STATEOF IMPORTANT*` T C L L C D L 2 0.0 15,0 P S F PSF R E F R 3 5 2 DAT E 10/0//02 SMYTH LUMBER CO. DRW SLTUSR352 02280242ROOFTRUSSDIVISION APOPKA. FL 32703 407-299-1522 407-299'9153 FURNISH A COPV OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED CR00UCTS. INC. SHALL MOT BE P.E SPDXSIBIEFORANVDEYIATION FROM THIS DESIGN; ANY FAILURE TOijj2722SOVCNAPOPKABL.vo. BUILD THE TRUSSES IN CONFORMANCE W1 4TP1: OR FABRICATING. HANDLING, SHIPPING, INSTALLING ANDFBRACINGOFTRUSSES. THIS DESIGNCONFORMS WITH APPLICABLE PROYISIONS OF NOS (NATIONAL OCSfGNSPECIFICATIONPUBLISHEDBYTHEAMER(CAN FOREST AN0 PAPER ASSOCIATION) AND TPI.Al.P1NE CONNECTORS AREMADE OF 20GA ASTMA653 GR40 GALV. STEEL. EXCEPT AS NOTED.APPLYCONNECTORS TO,. FAx: EACHFACEOF TRUSS. ANDUNLESS OTHERWISE IOCATEO ON THISDESIGN, POSITION CONNECTORS PER 4 J BC DL BC LL TOT . LD. 10.0 0.0 45.0 PSF PSF PSF SLT ENG WMR SEON - 36390 U R . F AC . 1.25 FROM J EPROFESSIONALENGINEERINGDRAWINGS160AZ.THE SEAL ON THIS DRAWING INDICATESACCEPTANCE OF PROFESSIONAL ENGINEERINGDRESPONSIBILITYSOLELY 'ORTHE TRUSS COMPONENT DESIGN SHOWN. THE $UITAB ILITV AND USE OF THIS S PACING 24. OCERTffICATEOFAUTHOROAMON #9218 COMIDANSI)NTPITIFOR .1.YSECTION C2L AR BUILDING I$ THE RESPOM518IL [TY Of THE BU ILOING DE5I GNER, PER Mar 11 O3 LWtK1VAA--MAJItK YILt - (,b) IHIb UMU NKtVAKtU FKUM LUMFUItH 1NVU1 (LUAUS & U1Mt"IM) SUBMIIItU 4Y IKUSS MtH. TOP CHORD 2x4 SP #2 120 MPH WIND, 21.04 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L1240 TOT -AL LOAD. 0-4-9 1 1 0-Joe 5-0-12 0 5-0-0 Over 3 Supports R=325 U=180 W=4" 21 11 10 R=147 U=180 2-5-9 19-9-14 R=52 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:$ FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND Aw - TC L L 2 0. 0 P S FBRA(1NG. REFER TO H169I {HANOLIN6 INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 IT OMOFR IO OR., SUITE ZOO, MAD ISO N. MI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING TMESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ll1FI _v 3f/ T C D 1. 15.0 P S F R E F R 3 5 2 - 4 7 4 0 9 D A T E 10107102SMYTHLUMBERCO" STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7 No. RooFTRu55DlnsloN PRODUCTS, INC. SMALL NOT BE RE$PONS ISLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO z 1C Bl DL 10.0 PSF DRW SLTUSR352 022802.43 Sl. T ENG WMR27225ouTmAPOPKABLVD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i{ $T`! OFSTATE4I fJIJVE, BC Ll_ D. D PSF 7.299.1 224O7.299 1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE SA CONNECTORS ARE MADE OF ?OGA ASIM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS i0% O R'o!'J T 0 T L D . 45 .0 PSF S E O N 36394FAX: EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSIT 10M CONNECTORS PER D U R F A C 1 FROM 1 EPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A RESPONSIBILITY SOLELY FOR THE T0. USS COMPONENI DESIGN SHOWN. THE SUI TABIL I7Y AND USE OF THIS 25 U CERTIFICATE OF AUTHORQATION lf92 IS BUILDING IS THE RESP I,NST 81, iIY OF THE BUI LOING DESIGNER. PERCOMAXSTIF/995N Map 11 '03UTPISECi10MCZLAR SPACING 24.0" LWtKIVAA--MAJItK Flit - t4) I111J UNV HKtPAKtU tKVM L.VMFUltK 1NFUi (LVAUJ 5 UlMtINJIVNZJ) aUbMliitLl OT IKVJJ MVK. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 10 10 4 R=111 U=180 1-10-0 9 4-0 R=9 U=180 11 0 010 4-0-12 4-0-0 Over 3 Supports R=284 U=180 W=8" 120 MPH WIND, 10.2.3 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS LJ360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG COD OTY:5 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BN I TITUTE.RESE3 DOONOBRIO DRHANSUITE 200TAMADNSONNDWBRACING)9J.PUFOR SSAFEBY PR ACTi(TRUSS iORATE PER'ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 70P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE REIPONSIBIE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BU ILO THE TRUSSES iN CO.FOR FIANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANDSTATEBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC iF ICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER MIRA G Na 44704 i 1PC = * * OF ORt' T C L L 1 C D L DL BC LL TOT . L D . 2 0. 15.0 10. 0.0 45.0 0 E P S F P S F PSF PSF P S F R E F R 3 5 2-- 4 7 4 1 0 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 FAX: 7-299.1521253 DATE 10107102 DRW SLTUSR352 02280244 SLT-ENG WMR S E O N 36421 D U R . F A C . 1.2 5 FROM J E tPROFESSIONALENGINEEWNGDRAWINGS160A2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBIIITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CFRTTFK%LTE OF ALrF"oRLIATION 89218 COMPONENTFOR ANSECTION Z. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI I Mar 11 '03 SPACING 24.0" LWtKIVAA-- W)l LK FILL - L5) IHlb UWU VKtFARLU hKUM LUMPUIER INPUI (LUAM. & OIMM IM) b)WMIIIEU VY IKUbb MFK. TOP CHORD 2x4 SP #3 120 MPH WIND, 10.42 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #3 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 4.5 r— 2X4(A1) 149 —4-0-12 I4-0-0 Over 3 Supports R=194 U=180 W=8" 10-10-4 R=12323 U=180 1-10-0 9 4-0 4= R3 U=180 PLT TYP. Wave 1'PI-95 R Design Criteria: TPI STD), FL BLDG CODE d OTY:4 FL 1 R Scale 375" Ft. WARNING" TRUSSES IEOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 2 0. 0 P S F R E F R 3 5 2-- 4 74 1 1. BRACING. REFER TO HIB.91 (HANDLING INSTALLING ANO BRAC1NG). PUBLISHED BY TPI (TRUSS PLATE l MST IT UT E. 583 D'0NOFRED DR., SU[TE 200. MAD I SO N, Wl 53711) FOR SAFETY PRACTICES PRIOR TOPERFORHINGTHE$E FUNCTEONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHEDfi" T C D L 1 5.0 P S F DATE 10107102MYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y_ DRW SLTUSR352 02280245ROOFTRUSSDMSIONIMPORTANT•" FU0.NISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j/VTV i III0.4Z704 cBCDL1D.D PSF 2722 SOErm APOPKA BLvo. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING. HANDLING. SHIPPING. IN$TALI.ING AND B C I_ L Y 0 P S F S L T - F N G WMRAPOPKA, F - 32703 407-299.1 522 BRACING OF TRUSSES. THIS DESIGN CON ORWITH APPLICABLE PROYiS104 OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF ffS V , l CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO fyO T 0 1 L D. 4 5. 0 P S F S E O N 36423FAx: 407-299.9153 EACH FACE OF TRUSS, AM0 UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A D U R F AC 1 FROM tU EPROFESSIONALENXsINEERmDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING l RFSPONSIB ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Y1.Ai 25 CFFMFTCATE OFAUTHORUATTON #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar 11. ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" LWLK1VAA--PIAJILK YlLt - tl) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 5-4- fI 2 X 4 III 1X3 (R) = 3X4 101, 4 IMIJ UVIU VKtrAKt.0 rKUPI L,UMI'UltK INFUl (LUNUJ 5 ULPit PLJIUINJ) JUDPIII Itu 01 IMUJJ MrM. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND 1-/240 TOTAL LOAD. 1X3(R) 2.5X4 = 2X4 IU 2X4 IA 2.5X4 = 3X4= 2X4 NI I— T 1-0-8 1 ff4-0 9-4-aL 3X6= 2.5X4 Le 11-7-0 Over 2 Supports R=637 W=7" R=637 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 01Y:7 FL 1 R Scale 375" Ft. WARNING'- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BR AC ING. REFER TO H18-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TEL (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR.. SUITE 200. MAO I SON, NI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t41MPORTANT"• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR OOUC TS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; Ok FABR IC ATIMG. HANDI ING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED ByTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE40 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER fFI '• 4 ' f No.42704 s* jjjj STATE OF a R T C L l_ T C D L BC DL BC LL T O T . L D . 4 0.0 1 0.0 5.0 0.0 5 5 . 0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 4 7 4 1 2 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SouTH APOPKA BLVD. APOPKA, FL 32703 FAX: 7-299.1 52253 DATE 10107102 DRW SLTUSR352 02280746 SLT-ING WMR * S E O N 36932 D U R . F A C . 1 .0 0 FROM J E , tPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SI GN SHOWN. THE SUITABILITY AND USE OF THIS fAL SPACING 24.0" CERTIFICATE of AtfTHOAOJLTION#9218 COMPONENT O) FOR ANSECTION Z. PARTICULAR BUILDING IS THE. RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar 11 '03 LWLK1VAA--W5ItK FILL - FZ TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THIS LIWU PREPARED FROM COMPUTER INPUI (LOADS & DIMENSIONS) SL43MITTED PAY TRUSS MFR. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REOUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5-4-8 13 - 4 fI. 2X4 III 2.5X4 = 1X3 (R) 1X3(R) _ 3X4 2. 5X4 = 2X4 M 2X4 IN 2X4 2X4 III 1-0-8 J- 3X6= 3X6= 11-10-0 Over 2 Supports R=651 W=7" R=651 W=3.5" T 1-0-8 1 4-0 9-4-aL PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:l FL 1 R Scale 375" Ft. WARNING` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND B0.ACING). PUBLISHED BY 7PI (TRUSS PLATE INSTI LUTE. 68J D'ONOFRIO DR., SUITE Z00. MAO ISON, W[ 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OiHEIXM[SE INDICATED. TOP CHORD SHALL HAVf PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT OE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OP. FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. 'THIS Of$IGN CONFORM$ WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A6S3 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UMLE SS OiHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER j` 'a7 _•LIFT••, / 37 V s NQ 4Z704 s STATE OF OR'O T C L T C D oBC DL BC L TOT . L L L L D. 40.0 10.0 5.O 0.0 5 5.O P S F P S F PSF P S F P S F R E F R 3 5 ?_ -- 4 7 4 1 3 MYTH LUMBER CO" ROOF TRUSS DIVISION 2722 SOlfTii APOPKa BIND. APOPKA, FL 32703 407-2.9 1 S22 FAx: 407-2999153 D AT E 10107102 DRW SLTUSR352 02.280247 S L T - E N G / WM R S E O N 36934 D U R . F A C . 1.00 FROM J EPROFESSIONALENGINEERINGO0.AN I 160 A-Z. THE SEAL ON THIS DEAN INDICATES ACCEPTANCE OF PROFESSIONAL €NGiNEERING RESPON$IB iL I TV SOLELY FOR THE TRUSS CONPO NE NT DESIGN SHONN. THE SUITABILITY AMD USE OF THIS a CERTIFICATE OF AU7HORQATION 89218 ANSION NTIf0996NSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1dT' 11 ,U 3 SPACING 24. 0 LwtK1VAA--MAJItK r11-t - rs) TOP CHORD 4x2 SP #1 Dense BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) ITC From 310 PLF at 0.12 to 310 PLF at 15.54 BC From 10 PLF at 0.00 to 10 PLF at 15.67 TIC 845 LB Conc. Load at 13.42 T 1-4-0 1 IU1J UNIT YKtYAKtU rKUM I,UMYUItK IMHVI (L.UAUJ h U1MtNZ.IUMJ) JUUM11ItU UT IKU33 MrK. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 7-10-8 14" - 7-8 f l 3X6III 6X8= 6X8= 5X5= 3X6M 5X4= 6X8= 7X10= 3X6III 6X8= III \ 7X8= 15-8-0 Over 2 Supports R=2579 W=8" R=3201 W=10" T T 1-4-0 1-4-0 9-4-a PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL 1 R Scale 375" Ft. WARNING-TRUSSE5 REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H[8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1 NST[TUT F.. 583 O'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIOWS. UNLESS OTHE"lSE [NO{CA TED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N0,42 04 I C rI C L L D L 40 .O 10.0 P S F lPSF R E F R 3 5 2-- 4 7 4 1 4 SMYTH LUMBER CO. DATE 10107102 DRW SLTUSR352 02280248ROOFTRU3SDMstON 2722 SOUTH APOPKA BLVD. APOPMA. FL 32703 407-299-1522 FAx: 407-2999I53 IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATIO6. HANDLING. SHIPPING. INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IF IC AT ON PUBLISHED BY THE AHEk ICAN FOREST AND PAPER ASS0 AT 10 N) AND TPt. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GA40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PO EITON CONNECTORS PER y = 17C { 7N STATE QF + 6140n1o pBC pIJ C T 0 T DL L L I- D . 5.O O . 55 .0 O PSF P S F PSF S L T- E N G WM R S E 0 N - 37184 DUR.FAC. 1.00 FROM LIE APROFE5510NALENGINEERINGDRAWINGS160AZ. THE SEAL OM THIS MRh'I: T 1111GNTES ACCEPTANCE OF PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SU[TA81 ITY AND USE OF THIS CEROFTCATE OFAUTIVORRATKTN #9218 ANSIONENTIFOR ANSECTRTTIICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESt6NER. PER Mar 11 SPACING S E E AB 0 V E k4WtK1VAA--MAJItK P1Lt - 1-41 TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 7-10-8 r I 2X4 M 1X3 (R) = 3X6= 2.5X4 1-0-8 J_ 3 10" 2. 5X4 = 2X4 M 3X4m 2X411 I K1J UNh PKtPAKLU YKUM LUMYUItK INFVI (LUAU) 6 UIMtNJ1UNJ) JUCMIIItU tT IKUJJ MFK. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 7 1X3(R) 2.5X4 3X6= 2X4 M 3X6=— Le 15-4-0 Over 2 Supports R=843 R=843 W=3.5" rLl Itr. wave Irl-jD K uesl n urlLerla: Irl JIU WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR (0 D0... SUITE 200, MAD ISON. MI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHEOW ISE INDICATED. TOP CHORD SHALL HAY, PROR, R11 ATTACHED SMYTHLUMBERCO. STR UC TUR AI PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. ROOF TRUSS Dm51oN "IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOk ANY DEVIATION FROM THIS DESIGN; ANY FAILURE: TO 2722 SOEITH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407- 299.1 S22 SPEC IFTCATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299.9153 CONNECTORS ARE MADE OF 20GA AST A653 GR 40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THI5 DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING ORAWINGS 160 A- I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPO NS161LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORmAmoN #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. f No.42704 9 1 STATE OF Mar 11 ' T— T 1- 0-8 1 4-0 9- 4-aL FL/-/ 1/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DUR JAC . 1.00 SPACING 24.0" Scale=. 375"/Ft. REF R352--47415 DATE 10/07/02 DR W SLTUSR352 02280249 SLT- ENG WMR SEON 36845 FROM JE LWtK1VAA--MAJItK F1Lt - Y5 inlJ UNIJ HKtPAKtu rKVM t,UnrU1tK INVU1 (LUAU) N U1PIt N31UN3) auar1L11u1 DT iKuaa nrK. TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1X3(R) = 2.5X4= W=2.5X4m 1X3(R) _ 1-0-8 k W=2.5X4 = 1X310 2.5X4= 14-7-8 Over Continuous Support 901 R=108 PLF W=14-7-8 T 1-0-8 1-4-0 9-4-aL Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY-: Fl_ 1 R - Scale =.375" Ft. SWARNING•* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND /// (T C' BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE K /{. T C L L 4 O. 0 P S F R E F R 3 5 2-- 4 7 4 1 6 INSTITUTE. 583 O'ONOFRIO OR., SUITE 200. MA ISON, Nl 53719). FOR SAFETY PRACTICES PRIOR TO --vj- P E:FOR MIMG THESE FUNCTION$. UNLESS OTHERMISE INDICATED. TOP CHORD $NAIL HAVE PROPERLY ATTACHED 'r/.•y,~ 7'(' SMYTtt LUMBER CO. STUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R16ID CEILING. A•.% : I D L 10.0 P S F DATE 10107102 ROOFTRussDMSiON —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FI0 4Zi04 • BC DL 5.0 PSF DRW SLTUSR352 02280250PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO y f 1 2722 9ouTH APOPKA BLvD. 8UILO THE TRUSSES IN CONFORMANCE M1TH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING ANO 7N 7C B C L L 0.0 P S F S L T E N G / WM R r APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORM$ WITH APPLICABLE PROYISION$ OF NOS (NATIONAL DESIGN STATE OF 407-2 1 522 SPECIFICATION PUBLISHED BY THE AMERICAM FOREST AND PAPER ASSOCIATION) AND TPi. ALPINE j . L D. 55.0 P S F 5 E 0 N - 37870CONNECTORSAREMADEOF2OGAASTA653GR40GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 TVVVyA`OR'O1G FAx: 407-299 91 53 EACH FACE OF TRUSS. ANO UNLESS OTHERWISE 10CA 7ED ON THIS DESIGN, POSITION CONNECTORS PER `•y RIO,, PFOFTSSIONAL ENGTNL-ER11'IG DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A` D U R . F A C . 1 .0 0 F R 0 M J E R E SPONSI8ILI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CEFFTIFTCATE OFAUTEEOTtQAT1ON #9218 COMPONENT i FORANY ANSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER M a r 11 SPACING 24. 0 n A t4WLKIVAA--PIAJItK r1Lt - r0) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. INIJ UMU VKtVAKty rKUPI L,UMVUItK INVVI (LUAU) a ulPitNZIiUnJ) lUl6MIl ltu PVT IKU33 nrK. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REOUIREMENTS. . DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. 2X401 1X3(R) 1 X3 (R) = 3X6= 2. 5X4 =— 3X4= 3X4-m 2. 5X4 =— 3X6 2X4 01 T 1-0-8 1-II4-0L9-4-a 3X6= 3X6= 2.5X4 = 2X4 III 2X4 III 2.5X4m 3X6= 3X6= Vic 14-7-8 Over 2 Supports R=792 W=3.5" R=792 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:5 FL 1 R Scale 375" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO H18'91 (HANDLING 1NSTALL.ING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 683 D'ONOF P, 10 OR., SUITE 200, MAO ISON, NI 537191. FOR SAFETY PRACTICES PR FOR TO PERF ORHING THESE FUXCTIO NS. UNLESS OTHERWISE INDICATED. TOP CHORD $HALL HAY PROPERLY ATTACHED ZIFI ~~j w1' 'T i: C T C L L T C D L 4 0. 1 0. 0 0 P S F P S F R E F R 3 5 2- -- 4 7 4 1 7 D A T E 10107102 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. L DRW SLTUSR352 02280251ROOFTRIISSDIVISIONIMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE. INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO.42704 BC DL 5.0 PSF 2722 SOUTH APOPKA BLvn. ODUCTS, INC. SHALL NOT SCORE SPON518 LE FOR ANY OE VIATION FRDM THIS DESIGN; ANY FAILURE TO S L i - E N G WM RAPOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN f* IFSiSTATEOF oB L L 0 . 0 P S F 407-299.1522 SPECIFICATION PUBLISHED BY THE ANIII CAN FOREST AND PAPER ASSOCIATION) ANO TDI. ALPINE VVV O T 0 T L D 55.0 P S F S E 0 N 371,96FAx: 407-2999153 CONNECTORS ARE MADE OF 20GA ASTN A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO R10 a••{•'' f EACH FACE OF TRUSS. AND UNLESS OTHER.W iSE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F A C 1.00 FROM J EDRAWINGS16OA-Z. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING R ESPO 4'IS ILITY SOLEE Y FOR THE TRUSS COMPONENT DESIGN $HOW". THE SUITABILITY AND USE OF THIS Ai CERTIFICATE OF AUT110RRATION Tt9218 FOP, ANSEPARTICULAR BUILDING IS THE RESPO NS I8ILITY OF THE BU [LDING OESIGNER, PER Mar 11 [). SPACING 24.0" REF 1RW0352_Z06 COMPONENTI LWLKIVAA--PTAJILK r1Lt - r)I IMIJ UMU FKtYAKLU tKUPI L.UMFUItK IN U! (LUAUZ, S UIP1t NJIUNZ.) JUbMI! ItU UT IKUJJ !'7r K. TOP CHORD 4x2 SP #1 Dense BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE OUR.FAC.=1.00) TIC From 100 PLF at 0.12 to 100 PLF at 14.88 BC From 10 PLF at 0.00 to 10 PLF at 15.00 TC 900 LB Conc. Load at 0.67 f 1. 2.5X4 IN SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP- 6-7-8 21 - 7 - 8--- 1X3(R) = 4X6= 2.5X4= 3X4= 3X4= 2.5X4= 1-0-8 1X3 (R) _ 4X6= 2.5X4 NI RON WOWMG1101,41will z1wii 'AamAM - - 4X6=— NE 15-0-0 Over 2 Supports R=1687 W=8" R=838 T 1-0-8 1-4-0 9-4-A PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 1 OTY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO H18'91 (HANDLING INSTALLING AND BRACING). PUBLISHED ByTPI (TRUSS PLATE INSTITUTE, 583 O'ONOFR IO DR.. SUITE 200. MAO ISON, NI 53119). FOR SAf ETY PRACTICES P0. IOR TO PE Rf ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD $HALL HAYf PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD $HALL HAVE A PROPERLY ATTACHED RIG10 CEILING. K Cyj• F4FI T C L L TC DL 4 0. 10.0 0 P S F PSF R E F R 3 5 2 - 4 7 4 1 8 SMYT'H LUMBER CO. DALE 10/07/02 DRW Sf_TUSR352 02280252ROOFTRussDimioN 2722 SOUTH APOPKA BLVD. APOPKA.FL 32703 407 2991 522 FAX: 407-299.9153 PROOJOCFSANINC. SHAILINOTA EORESPONSIBIEDfORGNATNO TflEYlAT10NINSTALLATION TH/STDESIGN; ALPINE FkNLUREEREDTO BULLO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AN UNLESS OTHERWISE LOCATED ON THIS DESIGN, POTIOM {ONNECTORS PER 7[= No.442704 * STATE OF O R BBC DL BC L L TOT . L D . 5.0 0.0 55.0 0 PSF P S F P S F S L T - E N G WM R ` S E O N 36370 D U R . F A C . 1.00 FROM U EPROFESSIONALENGINEERINGDRAPING$ 160 AZ. THE SEAL ON FH IS DRAPING [NO ILA TES ACCEPTANCE OF 00.0FESSIOMAI. ENGINEER fMG R ESPONSIB ILiTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Mar 1 1 SPACING SEE ABOVE` WtKIYAA--MAJILK FLLt - FLSJ 1nIJ UNb FKtFAKtU VKUM L,VMFUItK 1NFU 1 I,LVAUJ 6. UIMtNJLUNJJ :)mPII IItU PT IKU,a MI-M. TOP CHORD 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. ll i,..I, ll . llllll// l/lllllllli , 6- 8-0 Over Continuous Support R= 106 PLF W=6-8-0 Note: All Plates Are 142X4 Except As Shown. PLT TYP. Wave 1PI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING IMSTAlLIXG ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 2DO- MAOI SO N. NI 13119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL MAY, PR OR, RLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IMPORTANT" INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO t' Ff(• jjG /, jN0. 4270 • 1 = y T C L L T C D L o UCDL 40 10 5. 0 0 0 P S F P S F r PSFR E F R 3 5 2-- 4 7 4 1 9 SMYTH LUMBER CO. ROOF TRUSS DIMION DATE 10107102 DRW SLTUSR352 02280253 2722 SOUTH APOPKA BLVD. APOPKA. F - 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FASP. ICAI ING. HANDL IN6, SHIPPING. INSTALLING AMO BRACING OF TRUSSES. THIS DESIGN CONFORMS WI'F APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 7f i 7S STATE OF 6 L 0,0 PSF SLT-ENG WMR 407- 299.1522 FAX: 407-2999153 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UAL ESS OTHERWISE LOCATED ON I IS OE516N, POSITION CONNECTORS PER PEROsiO ff 04fN •' iOT.LD. 55.0 PSF SEON 37868 D U R . F A C . 1 .00 FROM LIE PROFE5510NALENGINEERINGDRAWINGS160A.Z. THE SEAL ON THIS DRAWING INa CATEI ACCEPTANCE OF PROFESSIONAL RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHOROlA710N #9218 COMPONENT FOR ANY PARTICULAR BUILDING I$ THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER aNSIJTPI 1-1995 SECTION 2. Mar r11 SPACING 24. 0 LWLRIYHA--I9H3ILK t1LL - t7) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. In1J UMU rRCrXRCV rRVm UVrIrUiEm 11VrU1 LLVMUJ b U11-ICnJ1Vn31 JVDI'11 i ICU DI I UVJ I"Ir R. SEE HIB-91. SECT 13.2 FOR ADDITIONAL BRACING REOUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. I O.5j g 6-7-8 I- 4 fl . 2X4II1 1X3 (R) 1X3( R) a 3X4=— 2.5X4 2.5X4 = 2X4 Ili 2.5X4 = 3X4=— 2X4 III T- T 1- 0-8 1 4-0 9- 4-aL 3X6= 2 5X4 3X6= de 12-10-8 Over 2 Supports R= 708 W=7" R=708 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: 1PI STD TY:8 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 40 . 0 P S F R E F R 3 5 2 BRACING. REFER TO MIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE p » NSTItUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON. NI $3719). FOR SAFETY PRACTICES PRIOR TO ZIFICj` PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 4 . 1 C D L 1 0. 0 P S F DATE 10107102 SMYTHLUMBERCO. STR UCTUP.A1 PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `. 427A, ROOFTRussDm5loN " IMPORTANT`* FURNISH A COP vOF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No. V7 BC DL 5.0 PSF DRW SLTUSR352 02280254 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Pj{ 2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND C APOPKA, FL 32703 BR AC[NG OF TRUSSES. THIS DESIGN CONFORMS WITH AFPt.ICABLE PROVISIONS OF NDS (NATIONAL DESIGN .STATE OF' BC LL 0.0 PSF SLT-ENG /WMR 407- 299.1522 SPEC [CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1 O s O CONNECTORSAREMADEOFTOGAASTA653GR40GhLY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ...TO T . L D . 55.0 P S F S E O N - 36936 FAx: 407-299Qt 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEC 10"S PER DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING 1N01CAT ES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C . 1.0 0 FROM LIE CERTIFICATE OF AIJTHORIZATION#9218 COMPONENT FOR ANY SE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Mar 11 '03 SPACING 24.0" W LWLKIVAA--MAJILK Ill-t - L1U) 1111S UWG NKLPARLU FROM CUMVUILK INPUT (LUAUS & UIMLNSIONS) SW3MIIIED BY IKUSS MFK. TOP CHORD 4x2 SP #1 Dense SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REOUIREMENTS, BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. a0.5j 18" 2-10-8 7-8 "-0- I I 2X4 III 1X3 (R) 1X3 (R) = 3X4= 2X4 III 3X4= 2X4 III 2X4 III 2X4 M 2X411I 3X6= M E- i 12-9-0 _I 19-10-8 Over 3 Supports R=665 W=7" R=1187 W=3.5" R=361 W=3.5" Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD d OTY:7 FL 1 R WA.RNING`• TRUSSES IEOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HE8 91 (HANDLING INSTALLING ANp 8RACING). PUBLISHED 8Y TPI (TRUSS PLATE T C L L 40 .0 P S F INTU TE. 583 p'ONOFRIO DR., SUITE: 200. MAD [SON, MI 53719i. FOR SAFETY PR kCTICES PR lOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYE PROPERIY ATTACHED N~ T C D L 1 0.0 P S FSMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N fF1•• RoOF TRUSS DMISION IMPORTANT'* FURNISH A COPY OF THIS OES(GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINFEREO jf W.42,704 " B C D L 5.0 P S FPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOIfTH APOPKA BLVO. APOPKA.F. 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 7i STATE OF B C L L 0.0 P S F 407-299-1 522 SPECIFICATION PU8LISNEO 8Y THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TTOT1 ,I- D . 55.0 P S FFAx: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O R1,. D U R F AC 1.00DRAWINGSL60A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEEfiiNGRI'P0 SIB iL ITV SOLELY F00. THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANp USE OF THIS AL CERTIFICATE OFAUTHORIZATION A9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESP0NIL8ILITY OF THE BUILDING DESIGNER. PER Mar i ANSI/TPI 1-1995 SECTION 2. SPACING 2 4.0 T— T 1-0-8 1-4-0 9-4-Jai— Scale=.375"/Ft. REF R352--47421 DATE 10/07/02 DR W SLTUSR352 02280255 SLT-ENG /WMR SEON - 36938 FROM JE LWtKIVAA--MAJILK tlLt - tll IMIJ UNb HKtYAKtU hKUM LUMYUItK INYUI (LVAUJ 6 UIMtNb IVINJJ UbMI11tU HT IKUJJ Mt K. TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. 1X3 (R) _ 1-0-8 k DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 2.5X4 =— W=2.5X4 W=2.5X4 = 1X3 AI 2.5X4= 19-4-8 Over Continuous Support R=109 PLF W=19-4-8 1X3 (R) = F T 1-0-8 1-4-0 9-4- A Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL 1 R Scale t "YARNING•` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIS 91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR'0 DR., SUITE 200. NADISON. YI 53719}. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYS PROPERLY ATTACHED N•«.ySN' ( 777 '•((( " i T C L L T C D L 40 . 10 D P S F P S F R E F R 3 5 2-- 4 7 4 2 2 DATE 10107102 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD $HALL HAVE A PROPERLY ATTACHED RIGID CEILING. ej 0 DRW SLTUSR352 01.280255ROOFTRussDMS10NIMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j M y,4ZT04 BC DL 5. PSF PRODUCTS. INC. SHALL NO BE RESPONSIBLE FOR ANY DEYIATIOM IRON THIS DESIGN; ANV FAILURE TO 1 s7! 7C S L T WM RENG / ICATION 2722 SOUTH APOPKA BLY/D. POPMA,FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FkBRICATIMG. HANDLING, SH[PPENG. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN iiiSTATEOF B\ L L P S F 407-299.1 5522 SPECIFPUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONMEC TORS ARE MADE OF 20GA AST M A653 GR40 GAL Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 t TOT. L D. 55.0 P S F S E O N 37876 FAx: 407-29 39153 EACHFACE OF TRUSS. AND UNLESS OTHERY ISE LOCATED ON THE' DESIGN, POSITION CONNECTORS PER O R ti.r.. D U R F A C 10 0 F R 0 M J E DRAWINGS 1G0A -Z. THE SEAL ON THIS ORATING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIMFET.,S PROFESSIONAL ENGINEERINGRESPONSIBitITYSOLELYFORTHETRU$5COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS CERTIFICATE OF AUTHORIZATION #9218ANSEPAiTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGMER. PER Ma r 1 1 SPACING 2 4 0 ANSIOTENT)FOR ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE' -',,,BRACES NO 1) iX4 "L" BRACE . 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B k t 2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' it" 11' 3" 13' l" IT 5" U SP 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13, 1" 13' 1" z H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 6' 4" 10' 0" to' 0" 13' l" 13' 1" 4 STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 6' 7" 8' 7" 11' e" it' 8" 1 1 3' 9" 5' It" 6' 4" 7' 0" 7' 6" 6' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" S P 2 3' 8" 5' ll" 6' 4" 7' 0" 7' 6" 8' 4" 8' it" 10' it" 11' 10" 13, 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" iT 1" 13' 9" Q C2 DFL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 6' 9" 10' 2" 10' 2" 13' l" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" It' it" i 2 3' It" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" S P F 3 3' 10" 6' 0" 6' 0" 7' It" 7' it" 9' 6" 9' 6" 12' 3" l2' 3" 14' 0" 14' 0" H F STUD 3' 10" 5' 11" 5' it" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9- 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" J 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" S P 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9` 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" W 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" DFL STUD 4' 0" 6' 1" 6 1" 8' 0" 8' 0" 9' 6" 10' 0" l2' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' it" 5' 3" 5' 3" 6' It" 6' 11" 9' 3" 9' 3" 10' 9" t0' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" Q S P F 3 4' 2" 6' 11" 6' 11" 8' 9" 6' 9" 10' 6" 10' 6" 13' 10" 13, l0" 14' 0" 14' 0" H L STUD 4' 2" 6' ll" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" C) 1' STANDARD 4' 2" 5' it" 5' it" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" X 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" CsyP 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" It' 4" 13' 10" 14' 0' 14' 0" 14' 0" 3 4' 5" 7' l" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" DFLI STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 1 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 1 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 10' 6" 1 10' 9" 1 12' 5' 12' S" 14' 0" 14' 0" SYMMI C ABOUT, 2X4 X2N OR BETTER DIAGONAL BRACE OPTIONS I 7 T VERTICAL LENGTH MAY BE 18" DOUBLEDWHENDIAGONALBRACE IS USED. CONNECT DIAGONAL BRACE FOR 870M i BRACE ATEACHEND. MAX WEB TOTAL LENGTH IS 14', 2X4 SP OR DF-L 02, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18" • + IN TABLE ABOVE. DOUBLE CUT L 1 ASSHOWN) AT UPPER END. 1116ONTINUOUS B CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MIDPOINTOFVERTICALWEB. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEM -FIR 1 2 STANDARD 12 STUD 3 STUD 3 [STANDARD[ DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM - FIR I k BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH t t 2 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG. OR 12' PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH 10d NAILS. FOR ( 1) "L" BRACE: SPACE NABS AT 2' O.C. IN 18' END ZONES AND 4" O.C. BETWEEN ZONES. FOR ( 2) "L" BRACES: SPACE NABS AT 3" O.C. IN 18' END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. 11 GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN It' 6" 2X4 GREATER THAN 11' 6" 2.5X4 li + REFER TO COMMON TRUSS DESIGN FOR (I fPEAK, SPLICE, AND KEEL PLATES. THIS DRAWING REPLACES DRAWING A(0030E VAINSTALLING TRUSSES ANDBRACING. RIRE EFEREXTREMEHB91RE IN HANDLINGFABRICATING, INSTALLINGDLING, SHIPPING, ANDBRACING), UBLISHED i REF ASCE7-98-GAB12030 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Z 1 7fNO. 42704 DATE 09/10/01 SMYTH LUMBER CO. STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVEAPROPERLYATTACHEDRIGIDCEILINGROOFTRU9S DIVISION IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DRWG A12030EC0901 ENG 2722SOUTHAPOPKAElLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, STATE OF APOPKA. FL 32703 HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 1 ••• 407- 299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA O P,•= TOT. LD. 60 PSF 9FAx: 407-299153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS ORESPONSIBILITAY Q R ,Q ` N PROFESSIONAL. ENGINEERING ENGINEERING SOLELY SFOR DRAWINGGTRUSSCOMPONENT PDESIGN TANCEaSHOWN THE FsS/pNA E 6 CERTIFICATE OF AUTHORIZATION It921 RESPONSIBILITYDOFS THE BUILDINGDESIGNER, OPER NANSI/RTTPE 1-11995USECTIONI 2. THE y///10011 l • ,l„iP"r `` MAX. SPACING 24.0" GABLE DETAIL SYM ABOUT FOR LET -IN VERTICALS GABLE VERTICAL RIGID SHEATHING GABLE VERTICAL PLATE SIZES REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP. USE A SINGLE PLATE TO SPAN THE WEB, EXAMPLE: 2X4 2X4 42X8 VERTICAL LENGTH PLATE F PLATES BETWEEN CHORDS SIZE OVERLAP - LESS THAN 4' 0" lX4 OR 2X3 Z%8 GREATER THAN 4' 0". BUT LESS THAN It' 8" 2X4 ZX8 GREATER THAN It' 8' 2.5X4 2.SX8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: tOd COMMON TOENAILS AT 4" O.C. PLUS (4) 18d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015EN0699. A08015EN0899. A07015EN0699 A11030EN0899, A10030EN0899, A09030EN0899, A08030EN0899, A07030EN0899 ASCE 7-98 GABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901, A11015EC0901. A10015EC0901, A08515EC0901 A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901 SBCCI GABLE DETAIL DRAWINGS 513015EN0699, S10015EN0699, S09015EN0699, 908015EN0899, S07015EN0899 S11030EN0899, SI0030EN0699, 509030EN0699, S08030EN0699, 507030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2X8 i" REINFORCING MEMBER zx4 TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (t) 2X4 "L" BRACE, GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE `T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" BRACEj!, WIND SPEED AND MRH T` RE[NF. MBR. SIZE SBCCI ASCE ILO MPH 15 FT 2x4 t0 9. 10 9. 2x6 40 9. 50 9. 110 MPH 30 FT 2x4 10 7. l0 R 2x6 50 R 50 7, 100 MPH l5 FT 2x4 10 R 10 7. 2x6 30 7. 50 R 100 MPH 30 FT 2x4 10 7. 10 9. 2x6 40 7. 40 9. 90 MPH 15 FT 2x4 20 9. 10 7. 2x6 20 7. 40 9. 90 MPH 30 FT 2x4 10 9. 10 9. 2x6 30 R 50 9. BO MPH 15 FT 2s4 10 7. 20 9. 2x8 10 9. 30 7. 80 MPH 30 FT 2x4 20 R 10 7. 2x6 20 7. 40 R 70 MPH 15 FT 2s4 0 9, 20 7. 2x6 0 R 20 7. 70 MPH 30 FT 2x4 10 7. 20 9. 2s6 10 7. 30 9. EXAMPLE: ASCE WIND SPEED 300 MPH. MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24` O.C. SP /3 T" REINFORCING MEMBER SIZE = 2X4 C" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 t) 2X4 "L" BRACE LENGTH 6' 7- MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" ES DRAWINGS GAB98117 876.719 & HC26294035 WARNING.. TRUSSES REOu[RE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,••••••• INSTALLING AND BRACING REFER TO HIB-9I (HANDLING INSTALLING AND BRACING), PUBLISHEDBTPI (TR YUSSPLATE INSTITUTE, 593 D'ONOFRIO DR, SUITE 200, MADISON, WI. OR FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP IFI( T • IliV •', lfi y REF LET -IN VERT DATE 10 /24 /O1 SMYTH LUMBER CO. CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 2 ••• i i DRWG GBLLETINI 001 ROOFTRUSSDIVISIONALPINEINEENGEREDPRODUCTS, INC. SHALL NOT HE RESPONSIBLE FOR ANY DEVIATION FROM THIS O. 427 04 ENG DLJ/ KAR 2722500THAPOPKA9LV0. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIi OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES. DESIGN CONFORMS WITH 1 APOPKA, FL 32703 407-2991522 APPLICABLE PROVISIONS OF ND$ (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND iPt. ALPINE CONNECTORS ARE WADE Of 20Ga ASTM A653 GR40 GaLV STATE O F FAx: 407-2999153 STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i • R. FAG. ANY PROFESSIONAL ENGINEERINGDRAWINGS160a-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER WG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE j P`: G AX SPACING 24.0" CERTIFICATE OFAUTHORRATIONll921B.RE$PON THIS COMPONENT PERANY DESIGNER, FORANSITPtIlLl995USECTIDNI2 THEFAw•.•O VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(') OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT H, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D I 4 1 12 12 MAX.I— W2X4 W2X4 W2X4 I- 8-0-0 MAX-i 16-0-0 MAX 12 12 MAX.1 W2X4 j W1X3 WiX3 6-0- WI X3 (MAX SPACING) W2X4WIX3W5X4/SPL -WiX3 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "T"-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. W2X4 W4X4 l r OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL COMMON TRUSSES PARTIAL FRAMING 20-0-0 MAX (++) y T iililNiil711 AT 2 " OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING.Q Nzo s THIS DRAWING REPLACES DRAWING A105 WARNING-- TRUSSES REDUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, ( /iINSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED V %••, / BY TPI (TRUSS PLATE TC LL 30 30 40 PSF REF VALLEY DETAIL INSTITUTE, 583 D'ONOFR[O DR., SUITE 200, MADISON, WI. 53719) FOR ••lpSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALE •. SMYTH LUMBER CO. C DL 20 15 7 PSF DATE 06/25/99 DRWG VALTRUSS0699IMPORTANT-- FURNISH, APROPERLY £COPYGIOFCTHIS NDESIGN TO THE INSTALLATION CONTRACTOR. ALPI G. 42704 ROOF TRUSS DIVISION DL IO 10 10 PSF ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = * O ENG MLH/KAR 2722SOUTHAPOPMAOLVE). DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, a HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH C LL 0 D 0 PSF APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE OF 407-29s1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA' O ,. ASTMRANDGNLGALTSTEELEXCEPTASNOTEDAPPLYCONNECTORSTOEACHFACEOFOT. LD. 60 57 PSF 55FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER P,•• ` DQR. FAC.l.25J1.33 1.15 1.i5 DRAWINGS160a-2 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i O R 1 \ PROFESSIONALENGINEERING {NGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE y ,/`- _`C.` \\ y// •" •••••N+ CEPTFlCATEOFAVTHOIIIZAr)ON N921B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE •+s• \\\ Olue1 RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSVTPj 1-1995 SECTION 2. E`_....\\a SPACING 24 CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") COMMON D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11"-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. PARTIAL FRAMING PLAN 3) 16d BOX NAILS, (3) 16d BOX 2) 16d BOX NAILS, TOE -NAILED THRU TOE -NAILED (2) 16d BOX NAILS, NAILS, TOE -NAILED CRIPPLE INTO RIDGE BOARD TOE -NAILED 3) 16d BOX NAILS rl(A) 3) 16d BOX NAILS RATED ( D) ( A) I SHEATHING C) 4'0" TYP. (B) (3) 16d BOX GIRDER NAILS, TOE -NAILED 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONV WARNING•+ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, IN a` yC LL 30 30 40 PSF REF CONV. VALLEYINSTALLINGANDGRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR Q' -( C SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, j$ .••Q• `'r'C.Q• DL 20 15 7 PSF DATE 06 25 99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL /•(`` •• / / / SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING $ •VV •• IMPORTANT.• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE BCy L 10 10 10 PSF DRWG VALCONVF0699 RooFTRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS C 2722SOUTTiAPOPKABLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, * No. 42704 L 0 0 0PSF -ENG MLH/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _ * TOT.LD. 60 55 57 PSF407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA = F,x: 407.299.9153 AST M A653 GR40 GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF STATE OFTRUSSAD, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i PROFESSIONAL ENGINEERING 4RAWINGNNGINEERINGORESPONSIBILITYZ. THE L SOLELYSFORATHEGINDICATES TRUSSCOPOENTDESIGNPTANCE OSHOWN. THENAL = C.1.25/133I.151.15 CERTIFICATE OF AUTHORIUTION M.21UITABILITYANDUSE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE O••••/O CING SEE ABOVE ESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. s` ryy"yii" , O NA " TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. PIGGYBACK DETAIL TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TOTRUSSTOPCHORDWITH1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK 1S SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLM SPACING 120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. A E E A E En g 20' FLAT TOP CHORD MAX SPAN II EITHER PLATE LOCATION IS ACCEPTABLE-- 010 12 12 MAX B MAX SIZE OF 2XI2 2 OR BETTER A E E Eu. E OPTIONAL B SPLICE B / BD B D-SPLICE 2 B TYP B B MmmlL-: JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS. OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TOBECONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTHI REQUIRED BRACING 0' TO 7'9" NO BRACING I x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE. SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 o 0 0 0 0 0 0 0 0 0 00 o 0 0 0 0 0 2,. 0 0 0 0 8 1/4" ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. a'1 WING REPLACES DRAWINGS 634,016 634.017 & 847,045 111ARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED MAX LOADING REF PIGGYBACKBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MABSSON, VI. 53719) FORSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL y." `F'/ •.,• y 55 PSF AT DATE 06/25/99SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. r G F••.• 1.33 DUR. FAG. ROOF TRUSS DIVISION IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS L DRWG PIGBACKB0699 2722 SOUTH APOPKA BLvo. DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 1. NO , 4 2704s7c a 50 PSF AT ENG DLJ/KAR Arorwn FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE R.25 DUR. FAC. 407-2951522 FAX: 407-29"153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTMA653GP40GALVSTEELEXCEPTASNOTED. APPLY CONNECTORS TO EACH FACE OFTRUSS 47 PSF ATAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES 10 STATE OF PROFESSIONAL ENGINEERING ACCEPTANCE OF PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE ij ••, g1.15 DUR. FAG. S CERTIFICATE OF AUTNORIUTION Y921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER Y PA T I 1-A995 SECTION 2. O.e.:.• 4 Q R `Q P._. ACING 24.0' At BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND SHOWN. TRULOX PLATE REQUIREMENTS. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231 # 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 1 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 4 ++ MAX 111'j:1111*A 3X8 TRULOX ** 18" MAX42X8 LOX WEDGE( 2) 8D NAILS CUT TO FIT 4 E q:it1NN11UH DRAWING REPLACES DRAWINGS A115 A115/R & 684,132 aIwARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED - ` www TC LL PSF REF BC FILLER BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR \ \........ •/- SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, •` DL - PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLTSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. .' KIMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE - B DL 10.0 PSF DRWG BCFILLER0699 ROOF TRU55 DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA ElLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, S * No• 42704 CILL - PSF -ENG DLJ/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH = APoPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE — * ; TO LD. - PSF407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI- ALPINE CONNECTORS ARE MADE OF 20GA ASTN A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF : T. FAx 407-299,9153 - TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OFDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL .' . FAC.1.0/1.15/1 25/1.33PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE ACERTIFICATEOFA(nHOaIUTioN 8921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE y •'. ^ p`,• RESPONSIBILITY OF 7H€ BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. j Q• '..• . Q , ACING 24.0' 4,, NNA1..... ` STEPDOWN CORDER SET 2' TYIITOPCHORD2X4SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N j WEBS 2X4 SO. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR 1 N 2-00-00 1 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 2 HIP OR COMMON TRUSS 1 HIP TRUSS J5 J311 J1 VJlA/i J3 J5 J7 J7 J7 J' 1 3' 5' 7' 2' TYP. I OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ *. (3) 16d TOENAILS J5 ** J7 ** 3,00 12 * 2 12 12 W2X4 600 '/ gT24 O ALTERNATE LOADING W2X4 24 W2X5 , i W3X4 TCLL 20 PSF OR THJA26N TCDL 20 MAX PSF 3/4" BCDL 10 PSF I i I I 1 ' 1 '*{ i 9-10-13 OVER 2 SUPPORTS TOT.LD. 50 MAX PSFDUR.FAC. 1.25 R=463y, W=3.50- R=652y, W=3 50' END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC11795029 WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED V • N//w C LL 30 MAX PSF REF 7' STBK CS BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR v •'FI •' ` SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS THERWLSE INDICATED, ` Cq,• DL, 15 MAX PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. '. Sy IMPORTANT-- FURNISH A COPY <1F THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE : BCy L 10 PSF DRWG CS7SBK3A0699ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722SOUTHAPOPKABLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING, _ * N0.42704 I ,L 0 PSF -ENG SJP/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ; OT= LD. 55 MAX PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF STATE OFFAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • ` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL S A FAC. 1.33 PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE S A CERTIFICATEOFAUTHORIZATIONM9219ISUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHE ^ P:• - RESPONSIBIL[TY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. iS,a,'.. z n Q `QACING SEE ABOVE iiV CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 l ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: T-BRACE OR L-BRACE APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE L-BRACE Hy4 THIS DRAWING REPLACES DRAWING 579,640 rr WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDa`` BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FpR TC LL PSF REF CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. i+'`Y.^'t `F'C'•. DL PSFTOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. rrINPpRTANTu FURNISH G y B DL PSF DRWG BRCLBSUB0699ACOPYOFFHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINEROOFTRU55DIY1910NENGINEEREDPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS L ENG MLH/KAR2722SouTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, NO.42704 I,L PSFHANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA 2 • T01 LD. PSF407-299.1522 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF STATE OFFA)C 407-299.9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS A-Z. THE THIS 10 YQ •, 160 SEAL. ON DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE FAC. SUITABILITYPARTICULARBUILDING CERTIFICATEOFAVTNORRAYlONx921IBILISOFCOMPONENTTHISUITHE pNTPIow,• A I RESPONSIBILITY OFTHEBUILDINGDESIGNER, PERANSI/TPI I SECTION2 0 O,P•• ACING a k" TONAL a FLOOR GABLE) TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 JACK STUDS FOR HEAVY CONC. LOAD BY BUILDER). OUANTITY DETERMINED BY OTHERS. WALL PLATE 3/4" DECKING INSERT JACK STUDS BY BUILDER). QUANTITY OF JACK STUDS TO MATCH WALL JACK STUDS ABOVE,M[N. 11 JACK STUD DETAIL WALL STUDS NOT SHOWN FOR CLARITY PURPOSES) W2.5X4 = / DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES X4 FHIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED .OY TRUSS MFR. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. DESIGN CRITERIA 1: ALL TRUSS LUMBER TO BE SP #3. 2: ATTACH TOP OF RIBBON BLOCK WITH 2-100 GUN NAILS. 3: DIAGONAL WEBS TRUSS SPAN < or = TO 12' 12' < TRUSS SPAN < or = TO 20' 20' < TRUSS SPAN < or = TO 30' 30' < TRUSS SPAN 4: 16" OC VERTICALS, TYPICAL. NO DIAGONALS ONE DIAGONAL TWO DIAGONALS THREE DIAGONALS ONE EACH END AND CENTER) 5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION FROM A 2X4 WALL BOTTOM PLATE, 3/4" FLOOR DECKING AND RATED SHEATHING APPLIED TO OUTSIDE FACE. WALL BOTTOM PLATE, FLOOR DECKING, SHEATHING AND ALL CONNECTIONS TO TRUSS TOP CHORD TO BE DESIGNED BY OTHERS. W=W2.5X4 W=W2.5X4 = BOTTOM CHORD MAY BE NOTCHED AROUND PRE -CAST ANCHORS BOLTS. ANCHOR BOLT SIZE AND SPACING OF BOLTS TO BE FURNISHED BY OTHERS. VERTICAL WEBS AND CONNECTOR PLATES NOT TO BE DAMAGED OR CUT IN ANY WAY. Continuous Support T 1 0 8 1-4-0 Note: All Plates Are W2X4 Except As Shown.;,"' R•'' PLT TYP. Wave TPI-95 R Design Criteria: TPI STD a`' •• q FL 1 R Scale 375" Ft. YARNING" TRUSSES R- 91 ( EXTREME CARE IN FABRICATION, HAMDLIp6. SHIPPING. INSTALLING AND Bq ACING. REFER TO HIB9L (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE lNST1lU 1(, SB3 D'ONOFAIO DR., SUITE 100. MADISON. WI 537191. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED. TOP CHORD $HALL HAVE PROPERLY ATTACHED r3 ` •.! j••. If L L TC = 0 L 40.0 10.0 P S F P S F R E F R 3 5 2-- 1 5 3 7 2 DATE 0 7 1 5 0 2SMYTHLUMBERCO. I UCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID 1CEILING. + IMPORTANT" FURNISH A COPY OF THIS 7t N o . 4 2 704 DRW SLTUSR 352 02196003ROOFTRUSSDIVISIONDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED PRODUCTS, 1L 5.O PSF 2722 SOUTH APOPKA BLvO, INC, SHALL NOT BE Rf SPDNS ISLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO =_ BVIL0 /HE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND APOPKA, FL_ 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUOLISHED BY TH( AMfR'CA' FOREST STATE O F BC L O.O PSF SLT-ENG 41MR 407-2JCJ-I 522 ANO PAPE0. ASSOCIATION) AND TPI. ALPINE CONNECTOR$ ARE MAO[ OF 10GA ASTM A653 GA O GALY. STEEL. ETCEPT A$ NOTED. APPLY CONMECTOgS TO I LD. 55.0 PSF SEON 11184FAX: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O/ •••• R . F AC . 1.00 FROMIA92IB ORAWINGS I60 A-1. INf SEAL ON THIS ORAWIN6 INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING C NO SEPEp THISTp O R Ip p:••• jCTIONCERTIFICATE.OPROFESSIOALFT1tOM.Q{71ONNALCOMPONENTLFORANYNSEPARTICULARSSSSUIL01N601SOTNERESPONSIBILITYTYOFTHERUILO{N6IDESIGAERT 2.,', sS/6nl At SYSTEM 42 PLY TO PLY CONNECTION DETAILS FIGURE 1: WEB TRULOX PLATE CONNECTION WEB TRULOX PLATE CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND/OR CONCENTRATED LOADS AT RANDOM OR O.C. SPACINGS. TRULOX PLATE APPLIED TO BOTH FACES AT LOCATION OF CONCENTRATED LOADS OR N OR SNEARMIDSPANFORTRUSSES WITH ONLY UNIFORM LOAD. 4X6 TRULOX FOR P = 2900# MAX. 6X6 TRULOX FOR P = 4400# MAX. 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. ATTACH WITH (S) 8D COMMON (0131" x 2 1/2") NAILS IN EACH VERTICAL WEB. CHORD TRULOX PLATES CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND CONCENTRATED LOADS SPACED AT 24" O.C. OR LESS. 2) 3X8 TRULOX PLATES TO BE BENT AND APPLIED AS SHOWN. PLATES TO BE POSITIONED APPROXIMATELY 1/4" APART SPACED AT 2' 6" MAXIMUM O C BETWEEN PAIRS. FOR DOUBLE STACKED CHORDS USE (2) 3X10 TRULOX PLATES. SYSTEM 42 CONNECTION NOTES: N" & "C" ARE THE REQUIRED NUMBER OF 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. S" IS THE REQUIRED NUMBER OF 0.131" X 2.5" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER, PLATES AND OTHER INFORMATION NOT SHOWN HERE. 0.125" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON 0.148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS. ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2-PLY SYSTEM 42 TRUSS. FIGURE 5: SINGLE SHEAR BLOCK CONNECTION AT CONCENTRATED LOAD 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) 10d COMMONCC(0.148" x 3") NAILS. STACKED CHORD OPTIONAL TIE PLATE ON E CONNECTION NARROW FACE OR 10d COMMON 0.148" x 3") NAIL IN WIDE FACE. CROSS SECTION DETAIL3.5 I I CROSS SECTION DETAIL P 3 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500# 1) 2x8 2000# 2) 2x6 3000# 2) 2x8 3500# MEMBER 1 MEMBER 2 2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"X1.375" NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90' AND ATTACH BLOCKS CONNECTION ATTO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY 4". SPACE BETWEEN PLATE PMRS AT 2' 6" MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION AT CONCENTRATED LOAD LOCATION CONCENTRATED LOAD MUST BE APPLIED TO THIS FACE. NAIL PLATE 1S TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS 5.5" SUPPORTING THE CONCENTRATED LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. BEND NAIL PLATE OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECIFIEI 6X18 TRULOX PLATE BENT AS SHOWN. 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) 10d COMMON (0.148" x 3") NAILS amilRRDRAN PLACES DRAWINGS 1,070,978 796517 T620,124 & T615,469 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 3 ; .•••••••• LL PSF REF SY42 CONNECTION BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRtO DR., SUITE 200, MADISON, VC 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL n C%yDL PSFC '.• DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING ROOF TRUSS DIVISION EN- IMPORTANTra FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS NO. 42704 B_jtL PSF DRWG CNSY42PLO699 ENG MLH/KAR2722SOUTHAPOPKABLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH BC RI, PSF s APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE OT= LD. PSF 407-29131522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF Z ', STATE OF FAX: 407.299 Jt 53 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER iQ £ 0 PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE O•• P:: FAC. 1.00 CERTIFICATE OF AUTHORTIATKM M921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O ACING i i•••••. OF..._ • I `r s fi CITY OF SANFORD PERMIT APPLICATION O.: 05 r` V Date: `<..,, • Job Address: # Permit Type: V Building Electrical Description of Work: SF 9 Plumbing Fire Alarm/Sprinkler Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration _Change of Service ,Temporary Pole _New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: V' Residential Commercial _ Industrial Total Sq Ftg:, Value of Work: $ i U Type of Construction: SF C U Flood Zone:L, Number of Stories: Number of Dwelling Units: -- a Parcel No.: Q_-. j L- 8 - nc) On n (Attach Proof of Ownership & Legal Description) • Owner/Address/Phone: eaz,iW-m•s ` Q r 15 t' 1Ne 5 E fY'ca,e., Y J e Con tractor/Address/Phone: 3--'9 -1 1 State License Number: Contact Person: Phone & Fax Number: tkc*1 _ q "(- g •_ {jr(_ 9ys--184 D, Title Holder (If other than Owner): 1\ Address: t,,l ) A Bonding Company: Address: Mortgage Lender: . Address: Architec Address Phone No.: L T- -1 Fax No. 40-1., 1 c, " -'1-1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction.. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner ofthe property of the requirements of Florida Lien Law, FS 713. Signature oi<Owne gent ; Dat Signatw of Cbritra or/KQ t I Dati S Name I' tary-State of Florida, t sac FIo D. A. CLARK/ i 9 M Cow ,Of,, U27/03t)TARY o y PUBLIC a No. CC 850099 y Wwwn t 1 other i.D. ins Personally Known to Me or ID APPLICATION APPROVED BY: —,106e 16 ?`.. J) . State of Florida Date My Comm Ext?j/03 CC 850099 ionat-A i 1 Other 1.0, erso to Me or Date: _ 7 " _z Special Conditions: