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105 Venetian Bay Cir - BR04-001361 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER Morrison Homes 151 Southhall Ln #200 Maitland, FL 32751 407-257--6940 CRC 041929 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION v" PERMIT # CA• i jk&® DATE y PERMIT DESCRIPTION C' PERMIT VALUATION SQUARE FOOTAGE d d r cn cn 0 d H City of Sanford Certificate of Occupancy This is to certify that the building located at 105 Venetian Bay Cir for which permit number 04-1361 was issued has been completed according to the plans and specifications filed in the permit, to wit as a Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Oden Engineering: D. Richards Public Works: R. Buckner Utilities: R. Blake Fire Department: Zoning: Morrison Homes Property Owner 07/20/04 07/ 16/04 07/19/04 07/19/04 C .0720/04 Building Official Date iS CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 0715/04 ik PERMIT #: 04-1361 \, ADDRESS: 105 Venetian Bay Circle CONTRACTOR: Morrison Homes Venetian Bay PHONE #: Chris B. 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. gineeri iG,/OI/ Fire _ Public Works Zoning Utilities 1 7/n1 N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) DATE: PERMIT #: ADDRESS: CERTIFCATE OF OCCUPANC rrn' Iq' f REQUEST FOR FINAL INSPECTIO SINGLE FAMILY RESIDENCE**** 0715/04 04-1361 105 Venetian Bay Circle CONTRACTOR: Morrison Homes Venetian Bay PHONE #: Chris B. 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering ublic Works D?(- 7 Utilities Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) bid i I 1 1 1 I CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIOl I I 1 1 1 1 SINGLE FAMILY RESIDENCE**** r L I p rl DATE: 0715/0417 w m I PERMIT #: 04-1361 L1./ 0': 0.. QJ CU C hr ADDRESS: 105 Venetian Bay Circle CONTRACTOR: Morrison Homes Venetian Bay PHONE #: Chris B. 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works tiliti s r 7 S Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 7/19/04 08:43:18 Location ID . . . . . . Parcel Number . . . . . : Alternate location ID . Location address . . . . : Primary related party . : Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 240635 23.19.30.502-0000-0680 105 VENETIAN BAY CIR Free -form information LOT 68 ************** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-1361 PD 3-17-04 SEE REC#6571 3/4"WA METER SET FEE $190.00 PD 3-17-04 REC#6571 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 s, NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. " 13 SECTION A - PROPERTY OWNER INFORMATION ForInsurance Company Use: BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 105 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 68 ;' VENETIAN BAY" PLAT BOOK PAGES PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##. ) ® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 63. STATE CITY OF SANFORD 1120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 65. SUFFIX 136. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Bamer Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(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, VI430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3: aA 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 Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 13. 9 ft.(m) co o b) Top of next higher floor NA. _ft.(m) `9 o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) 00 o d) Attached garage (top of slab) 13. 6 ft.(m) E o e) Lowest elevation of machinery and/or equipment w servidng the building (Describe in a Comments area) 13.3 ft.(m) AC Service E co o f) Lowest adjacent (finished) grade (LAG) 13.2 ft.(m) Z' o g) Highest adjacent (finished) grade (HAG) 13.3 ft m) N o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA J o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) FI. Professional Surveyor and Mapper No. 6030 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. CERTIFIER'S NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Assbciates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 1GNAT DATE TELEPHONE a, all C n rm 7-08-04 407-78H808 FEMA Form 81-31, January 2003 U 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 (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number *. 105 VENETIAN BAY CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 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. Note: Item C3 e on page 1, refers to Airconditioner Service slab. 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 E1 through E4. If 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) ofthe building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. 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 Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct 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 can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) 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 Zone A (without a FEMA-issued or community issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) July 8, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 68 Venetian Bay, 105 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 105 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 68, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, 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, Herx & Associates In . C3—Q n Darae L. Przemieniecki , P'.S.M Associate Vice President DLP/bb CITY OF SANFORD PERMIT APPLICATION Date:. Permit # : '1 `L D L C, Job Address: \ c3s L Description of Work: F e C t C CA 1------- Historic District: zoning: Value of Work: S Sprinkler/ Alarm Pool SPermit Type: Building Electrical _ Mechanical _ Plumbing __ Fire P Electrical: New Service — # of AMPS — Addition/Alteration . Change of Service Temporary Pole Y Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Ca1c. 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: EMA form required for other than X) Construction Type: of Stories: # of Dwelling Units: _-- Flood Zone: (F Parcel #: Owners Name & Address Attach Proof of Ownership & Legal Descri tion) 1- Noa- e_s 1 S \ S o J-1-\ c- \\ h c-,% t- J i Phone: — 1 D b n11 rt a n.r AL"L State License Number: r S— n Contact Person: rh t I--(l Pbone: 3 — 7 Bonding Company: — Address: Mortgage Lender: Address: phone: Architect[ Engineer: Fax: Address: Application is hereby made to obtain a permjt to do the work and installations as indicated, l certify that no work is installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permitmustbesecuredforELECTRICALWORKPLUMBING, 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 constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD ANOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR r FORERECORDIROVEMENTS NG YOUR ROPER OF F YOU INTEND TO, OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY 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 thiscounty, and there maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the re men of Florida Lien Law, FS 7 Date Signature of Agent Date Signature of Owner/Agent ;` print Owner/Agent's Name P ' t Co a r/Agent's Name nhr Signature of Notary -State of Florida Date Sig re of Notary -State of Florida J y CW AlmodoDD MyCommissionDD272809a w Expires December 07 2007 Owner/ Agent is _ Personally Known to Me or Contractor/Agent is , Personally Known to Me or Produced ID ProducedlD Utilities: FD: Initial Daze) (Initial &Date) ( APPLICATIONAPPROVEDBY: Bldg: Zoning:initial & Date) (Initial & Date) Special Conditions: 4' 10-03-203 9:04AM FROM CfrY OF SANI?QuD rUMrr APPLICATION PttrwiL a ; (e1l— _ 5JobAarrcas:___.,E P. 2 Descripuou of Work: Wswi is Di uUL zouiug Vatltre of work: S 3 Z e O Pr: Mit 7pe: I3uilcGng Lilccaical MV.&' icltl Plumbing Fire S}trilJtlerlAlann Pool - EltctriW: New Savior. — # of AMPS AdWdoWAhctariort Change of Savice Tamporary Polc t4" hattical: Rea ideruial Non-Residendal Replacewtxtt New (Duct Layout & F'cW Calc- RAquilw) Plumbing/ Ncw Cotusucrt:ial: # of Fixt ues I# of Wbwr & Sewcr Ltncs # of GasLines Plumbing/ New Rezideniiltl 0 of walcr s Plumbing Repair— Rcsidendnl or Cotumcr W Occupancy Type: Residential Commercial iadt swW Total Square ioutAge: VutaatrovLWa Type: If of Stories: _ # of DwclUng Units: Fkrod Zuue: (FFMA feria required We outer than X) Parcclll: •_ 11 Owncra Nana 41 Addraa: Canaactor N.w¢ & Addroaa: `' J of Ownership & 4.cg+t1 Pt:icrlpdoa) Phone: )%- 6.22 C ' Strtc Liuwrc NuU r ul: r •> / `Co tact Person ', i rVi P4oPe: Ppon¢ &Fat; q tlunttiug Ceu+prwy: . ArchitcWkeEiuccr: Phone: Address: Fax: Application is hereby made IQ obtain a perntit to do uhc'workand insollations as iodicated. l certify tlwt oo work or iosUlla[ion hu coonmcnccd prior t0 the issuance Ora P"mit and that all work will W PCrformod to meet uaa"— of all laws regulating cwitructiva in Ibis jurisdiction. I undcrsautd that a separate prnnit must be sccwrd for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HFiATERS, TANKS, and AIR CONDITIONERS, ctc, OWNER' S AFFIDA VIT; 1 cotvfy that all of the foregoing information is accurate and ptat All work will be dOnc in compliance with all applicahle laws rogulaunn construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE: OF COMMENCEMENT MAY RESULT IN Y UUll I't.Y ING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OK AN ATTORNEY bBFO" KtCORD(NG YOUR NOTICE OF COMMENCF.MF.NT. i OTICE: In adJitioa to the Mquiremaus of this permit, there may be additional restricuons applicable to this property that mry be found in the public records of tits Aunty, and there may be additional permits rcquircd from other gorcrnm¢ntal andties such as water management districts, auto agencies, or federal ubatci - Acceptance of p¢rmil is verification char I will Ootify the owner of the properryntthe requiremms Of da Lint Law, FS 7 , Signature of OwnedAicnt Dwc Signature of PlftracturlAgcat DatcPtint Owner/ A;MVI Name Signature of No[ary-State of Florida OwuedAgcnt is _- Perwaally Known w hie or, Produced 10 APPLICATION AMOVI;() 6Y: Uld j: luitial & Datc) Print contracw cnt's Na Date SsK r of o ry-S of lorida Date is'a' n GeorgeStokes nr Conttor/ Agentis Personally Known w I r • My Commission DD024871 Produced ID Expires May 13 2005 Zoning: Utiluics: FO: Initial do Datc) (initial & Wig) (Initial & Datc) SP¢GI: I Conrlitiun:., COUHTY OF S[MINOLE IM\`ACT FEE STAT[I'llF}|T ISSU[D DY (ITY OF SANDRD STATENENT NUMBER 104-75917 DATE: _ BUILDING PERMIT NUMBER C TY NUMBER: __________ UNIT ADDRESS. CAN -'--' TkAFl"IC ZON[: ____ JUXlSDlCTIU O(| SEC: TIPy, RNGo PARCEL TV nPPLICANT PAR; ADDRESS: ________ ............................. | LAND 001 - Single Family Detached Hcuse TYPE UQL: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BEkEFIT RATE FEE U IT RA7E -PER # & TYPE TOTAL lX)E TYPF DIST E DESC. U-4IT OF U%!ITS UADC r---------------------------------------------------'-- ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 UADS COLLECTORS KCRTH O dwl unit $ 142.00 1 5 142.0() LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 s 1,304.0O STATE|E> REC[IV[D BY: / P|[ASE |`RIHT >NME) AM3UX1, DU:: $ 2,285.00 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AHD ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *&ZiF DISTRIPUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY MOTET* 8 yERSOAS AR ADVISED THAT THIS IS A STATEMENT OF FEES WHICi| ARE D E AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIl. \ yPERSONSAREASQADVISEDTHATANYRIGHTSOFTHEAPPLICANT, OR OW§ER, TO APPEAL THE CALCULA3JONS OF THE ROAD, LIBRARY SYS7EM AHD/OR EDUCATIONAL (SCO|OOL) IMPACT FEES MUST 'BE EXERCISED BY FILING A WRI77EN RECUEST WITHIN 45 CALENDAR' DAYS OF THE REC[lVlHC SIGNATURE DATE ABOVE, BUT `OT LATER THAY YERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REOUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OFTHE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REOLESTED, FROM THE PLAN IMPLEMENTATION OFFICE:; 1101 [AST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT S6OULD BE MADE TO: CITY OF SAKFORD DUILDING DEPARTMENT 3OO 1 UE CANFORD~ |l 32771 PAY ENT SKOULD BE BY CHECK 'OR MONEY ORDER, AND SHOULD REFEREHCE TH[ 07AT[MENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP i.EFT U[ THE NOTICE. / AnTH S STATEMENT IS VAQ& IN COXJUNCTION WITH ISSUANCE OF A*&* FAMILY BUILDING CITY OF SANFORD PERMIT APPLICATION Permit # : A Date: e'll ho tv Job Address: Description of Work: ` G Q Historic District: Zoning: Value of Work:. 1 _ • Permit Type: Building V/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _, Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. 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 v/ Commercial Industrial Total Square Footage: a63r • i Construction Type: GM U # of Stories: _.IL # of Dwelling Units: _ Flood Zone: X (FEMA form required for other than X) Parcel#: 23_ _ 3A,0o 6-02- 0,000— ©6,0 (Attach Proof of Ownership& Legal Description)f Owners Name & Address: 17OI.IV'SiW 1404 4 S/ ? Is / 60Ur N/?(G 0145 DG'w ' / ,417' mac.. ) 0 n ,y p, 2 7S Phone: Contractor Name & Address: //l4/V UJI1 t//t 1r 6P_ 1104 /So 5 p / addl S 41var— - 7 /- State License Number: CRC; / / 7 - 7 /' Phone & Fax: 0 6 007 oZ 0 S/ (k Contact Perso ah 1' '7 / 7Y 0 x Bonding Company: IVA I Twon Address: N/4 160i 1 1 I ` i L/ Mortgage Lender: /ii A Address: i . , r, S Arch Itect/Engin eer: /Y KUnd y ? 7 Phone: 4D7 U1 IV-7 Address: d3 JW 404&,tll , 1L.W/ % _rm! ax: Application is hereby made to obtain a permit to do the work and installations as indicated. Ice f hat o wgork br mstall'ationlshas commencedprior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating o i 6,his 1pnq'diction Iunderstand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS"Pfj -LS, 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 NOTIQ.; 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 a ditional permits required from other governmental entities such as water mana d ent districts, state agencies, or federal agencies. Acceptance of pe ve i atiolt th ill notify the owner of the property of the require nt o a ien Law, FS 713. W111/a q 4 c\"g u Signature of Date( Signature ontractor/Agent ate m m i O W 2 v PrintOwner/Agent's m Print Contracto n' e 9i fE Q i w e Signature of Nota - t e of Florida Date Signature otary-State of Florida Dat °p c ko 11 ,osle, W > « u YW ro Owner/ Agent is _ Personally Known to Me or Contractor/Agent is _ Personally Known to Me or i__ Qom.• d _ Produced ID NA _Produced I N/4 W r ANILKATIONAPPROVED BY: Bldg: 1A .1-1Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: 4W9 I IQC u i L C I r cv I MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05194 PG 0976 CLERK'S 0 2004021 132 RECORDED 02/11/2M 01:12:55 PM RECORDING FEES 6.00 RECORDED BY L McKinleyPermitNumber: MED MinCERT Prepared By Daphne Clark , p 4tfE MORSt and \-V.O.Box 784283 6Rii pF C18C0ti Return To: Winter Garden, FL 34778-4283 GUUNTY; 0 NOTICE OF COMMENCEMENT. z. State of Florida. County of Seminole. 9 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 Legal Description Street Address 2. VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, ofthe public records of Seminole County, Florida. 0 "Zol Sanford, FL General description of improvements : New single family residence 3. Owner information : Name Morrison Homes Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Maria Lisa Steiner Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282: 6. Surety : N.A. 7. Lender: N.A. 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 in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date ofrecor, Date Signed: / Signature of Owner's Agent, Maria Lisa Steiner : f. //— Sworn to and subsc ' efore me this by Maria Lisa Steiner, who is personally known tome. rot*a*f,PUS4o D. A. CLARIC MY COMMISSION t DD 214811 Signature of Notary: Notary Seal: EXPIRES: June 27, 2007 rl TEOF 7, Bonded Thru Budget Noy $e(VICBS Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pis/web/re_web.sen inole_county_title?PARCE... PARCEL DETAIL l & J ScmintAr Ctmnty OfwHY04 pnrlxe, f or%ice* tlnl 1N. krr,t.0 Nanlord 1.1. 71771 407w,t.S.^511r. LR1 r I r TI 1'IRIf)NAI TRor TAX FRO1I 111 I tR!!I GENERAL Parcel Id: 23-19-30-502-0000-0680 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 105 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vaclimp WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 0 0 1.000 11,310.00 $11,310 f 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $11,310 Land Value Ag: $0 Just/Market Value: $11,310 Assessed Value (SOH): $11,310 Exempt Value: $0 Taxable Value: $11,310 2003 VALUE SUMMARY 2003 Tax Bill Amount: 2003 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION PLAT LOT 68 VENETIAN BAY PB 63 PGS 84 - 88 Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax Ifyou recently purchased a homesteaded property your next year's property tax will be based on JusblNarket value. I of 1 2/5/2004 7:29 PM LIMITED POWER OF ATTORNEY DATE: 1pleld I HEREBY NAME AND APPOINT: DAPHNE CLARK, GnciGUSTAV BOTES, EACH AN AGENT OF: MORRISON HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARIA LISA STEINER NAME OF CONTRACTOR. SIGNATURE OF CONTRACTOR.) STATE CERT. # CR-0041929 CONTRACTOR' S STATE REGISTRATION NUMBER.) The foregoing instrument as7acowledged before me this DATE: o (/ BY: MA A LI A ST INER Who is personally known to me and did not take an oath. STATEOF FLORIDAe.................................................... t.AURA K. HOBSON ro pv4COUNTYOF ORANGE.: Commission_# DD0143651 Expires 8/ 20/2000 yap Bonded through 80Qi32.4254) Florida Notary Assn., Inc. J iw.}.. MN.. uu..uuuuu..nmwumuuu..0 SIGNATURE OF NOTARY: NOTARY SEAL. Land Surveyors 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 N lr1 O O CITY OF SANFORD LINE L I L 2 LOT 92 LOT 67 35.00' BEAR I NG--ap of Survey D I STANCE S 89°59'43"W 50.00' N 89°59'43-E 50.00' LOT 91 LI LOT 68 o "A- GRADING 0 5.500 SO. FT. 15.3' COV. z o o, PATIO O 24. 7 O_ o NASSAU 11 - 1561 or O ELEV. A.B.0 d D- O W/ 4' GARAGE EXTENSION SINGLE FAMILY rn RESIDENCE n VOFIN. FL. ELEV: 13. 4 v rn rriMLn In Z Z 6.3' n 65'D M F14.3'N O O( 3O19.3 Cl Ln ::'. v) L2 LOT 90 LOT 69 PIANS REVIEW,- F,4 II 7 c.P. - S 89° 59 43"W 129. 44 ' P.C.P. REFERENCED BEARING C/L MONROE VIEW CIL VENETIAN BAY CIRCLE i TRAIL (5R R/W) 50 ' R/W) TRACT "F " PRIVATE ROADWAY PRIVATE FOADWAY LEGAL DESCRIPTION Lot 68. V E N E T I A N BA Y according to the plot thereof as recorded in Plat Book 63. at Pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Doted 0 4 / 1 7 / 9 5 City of Sanford. Community Number 120294) SETBACKSMax Coverage - 64 Front 25' Reor 20' SITE DATA Side 5 ' Corner 15' IMPERVIOUS S0. FT Minimum Lot Width 50' 1LOT S0. FT. IMPERVIOUS AREA -2806SO. FT. Note: Bearings shown hereon are referenced to the C/L of VENETIAN BAY CIRCLE as being S 89°59'43"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i I I e r Engineering. hc. Job Number 2001. General Notes: Legend This is a BOUNDARY Survey performed in the field on Proposed D Temporary Benchmark as O. R.B. Offset1. OfficialRecordsBook2. No aerial, surface or subsurface utilityinstallations, under round im rovements or gpassumed datum) PB Plat Book subsurface/ aerial encroachments, if any, were located. BOW C/ L Back of sidewalkCenterline PC Point of Curvature 3. Buildingties shown are to the exterior unfinished foundation surface or formboard. d Central or (Delta) Angle PCC. Point of Compound Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved CALC Calculated P.C.P. Permanent Control Point Construction plans provided b the Client unless otherwise noted, and are shown PPYCB Chord Bearing gPG: P. R.M. Page Permanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed CD Chord PAL Property line temporary Benchmark shown hereon. C.M. Concrete Monument P,O.B. Point of Beginning 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement Rights - of -way of record whether depicted or not on this document. No search of theFINAL EL. FD. Elevation ( Measured) Found p I Point of Intersection Public Records has been made by this ofce. Fin.Fl. Elev. Finished Floor Elevation PRC. PT. Point of Reverse Curvature Point of Tangency 6. The legal description shown hereon is as furnished by client. I.P. Iron Pipe R Radius 7. Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod RAD Radial Line Denotes W iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence iron rod with red plastic cap marked "Witness Corner" Unless Otherwise noted. LB Licensed Business R/W Right-ol-Way O Denotes P.C.P. (Permanent control point) LS. Mea Land Surveyor Measured TBM Temporary Benchmark Denotes Permanent Reference Monument WD(N&D) Nail and Disk TYP. Typical Fence symbol (see drawing) 2003Herx & Associates Inc. Ali rights reserved N.R. Not Radial X—X- Fence symbol (see drawing) L fication: Not valid withoutture and the original raised seat Florida licensed Surveyor nd Mapp survey meets the requirem nts of the F rida Minimum Technical dards as contained in er 61G17- Florida Administrative ode. lQ/ Y) William A. Herx, P.L.S. Florida Register Land Surveyor No. 3182 Darae L. Przemlenleckl, P.S.M. Regisf Surveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Sure yor and Mapper No. 6092 Herx & Associates Inc., State of FloridaLB 4937 Drown by: AH Checked by: DP Prepored For: MORRISON Sketch of Legal Description Job Number: 02-017-02 This is not o Survey Scate : 1-- 30' Plot plan performed: 01-30-04 Foundation Survey: Final Survey: Revisions . 111 A x r.' 4 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: NAS U 1561 z Builder. ORRISON HMS/ MT. D Address: aU Permitting Office: v( City, State: Permit Number. S uOwner: 'sdiction Num ber: Climate Zone: Central 1. New construction or existing New 2. Single family or multi -family Single family 3. Number of units, if multi -family 1 4. Number of Bedrooms 3 5. Is this a worst case? Yes 6. Conditioned floor area (ft) 1561 ft2 7. Glass area & type Single Pane Double Pane a. Clear glass, default U-factor 252.0 ft2 0.0 ft2 b. Default tint 0.0 ft2 0.0 ft2 c. Labeled U or SHGC 0.0 ft2 0.0 ft2 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. NIA d N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A R=0.0, 188.0(p) ft R=4.1, 1474.0 ftz _ R=11.0, 268.2 ftz R=30.0, 1666.0 ftz Sup. R=6.0, 1.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.16 Total as -built points: 23166 c Total base points: 24142 PASS I hereby certify that the plans and specifications covered by this calculation are in complianc with the Florida Energy Code. PREPARED BY: DATE: / 0 I hereby certify that this building, a signed, is in compliance with the Florida Ene e. OWNER/AGENT: DATE: Cap: 36.0 kBtu/hr SEER: 12.00 Cap: 36.0 kBtu/hr HSPF: 8.35 Cap: 50.0 gallons EF: 0.86 PT, __ Review of the plans and specifications covered by this 0Q CiSESTA2`;o calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFINAINS REYIEI DATE: My OE 1.), C0D4 EcD SA F RD EnergyGauge® (Version: FLRCSB v3.30) s FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #. BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 1561.0 25.78 7243.7 Single, Gear NE 1.0 5.0 9.0 47.10 0.95 404.1 Single, Clear NW 1.0 11.0 28.0 40.72 1.00 1136.2 Single, Gear NW 7.0 5.0 14.0 40.72 0.60 340.9 Single, Gear SE 9.0 9.0 38.0 61.07 0.51 1188.1 Single, Gear SW 1.0 7.0 38.0 56.99 0.98 2129.8 Single, Clear SE 9.0 14.0 64.0 61.07 0.61 2381.8 Single, Clear SE 1.0 11.0 32.0 61.07 1.00 1953.3 Single, Clear NE 1.0 5.0 13.0 47.10- 0.95 583.7 Single, Clear NE 1.0 6.0 16.0 47.10 0.97 731.7 As -Built Total: 252.0 10849.6 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 268.2 0.70 187.7 Concrete, Int Insul, Exterior 4.1 1474.0 1.18 1739.3 Exterior 1474.0 1.90 2800.6 Frame, Wood, Adjacent 11.0 268.2 0.70 187.7 Base Total: 1742.2 2988.3 As -Built Total: 1742.2 1927.1 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Wood 34.0 7.20 244.8 Exterior 34.0 4.80 163.2 Adjacent Wood 18.0 2.40 43.2 Base Total: 52.0 192.0 As -Built Total: 52.0 288.0 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1666.0 2.13 3548.6 Under Attic 30.0 1666.0 2.13 X 1.00 3548.6 Base Total: 1666.0 3548.6 As -Built Total: 1666.0 3548.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 188.0(p) 31.8 5978.4 Slab -On -Grade Edge Insulation 0.0 188.0(p 31.90 5997.2 Raised 0.0 OAO 0.0 Base Total: 5978A As -Built Total: 18&0 599T.2 INFILTRATION Area X BSPM Points Area X SPM Points 1561.0 14.31 22337.9 1561.0 14.31 22337.9 EnergyCaugA 6CA Form 6MA-2661 Energy1naugedWaRES'2001 ELPCH AM FORM 60OA-2001 v SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 30332.1 Summer As -Built Points: 32963.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 32953.9 1.000 1.087 x 1.150 x 0.95) 0.284 0.950 10564.6 30332.1 0.4266 12939.7 32953.9 1.00 1.188 0.284 0.950 10564.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 A INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 71 BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1561.0 5.86 1646.5 Single, Clear NE 1.0 5.0 9.0 14.70 1.00 132.4 Single, Clear NW 1.0 11.0 28.0 14.97 1.00 418.8 Single, Clear NW 7.0 5.0 14.0 14.97 0.99 207.7 Single, Clear SE 9.0 9.0 38.0 10.59 1.49 600.9 Single, Clear SW 1.0 7.0 38.0 11.59 1.01 442.9 Single, Clear SE 9.0 14.0 64.0 10.59 1.28 865.6 Single, Clear SE 1.0 11.0 32.0 10.59 1.01 341.3 Single, Clear NE 1.0 5.0 13.0 14.70 1.00 101.2 Single, Clear NE 1.0 6.0 16.0 14.70 1.00 235.3 As -Built Total: 252.0 3436.1 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 268.2 1.80 482.8 Concrete, Int Insul, Exterior 4.1 1474.0 3.31 4871.6 Exterior 1474.0 2.00 2948.0 Frame, Wood, Adjacent 11.0 268.2 1.80 482.8 Base Total: 1742.2 3430.8 As -Built Total: 1742.2 5354.3 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Wood 34.0 7.60 258.4 Exterior 34.0 5.10 173.4 Adjacent Wood 18.0 5.90 106.2 Base Total: 52.0 245.4 As -Built Total: 62.0 364.6 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1666.0 0.64 1066.2 Under Attic 30.0 1666.0 0.64 X 1.00 1066.2 Base Total: 1666.0 1066.2 As -Built Total: 1666.0 1066.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 188,0(p) -1.9 357.2 Slab -On -Grade Edge Insulation 0.0 188.0(p 2.50 470.0 Raised 0.0 0.00 0.0 Base Total: 357.2 As -Built Total: 188.0 470.0 INFILTRATION Area X BWPM Points Area X WPM Points 1561.0 -0.28 437.1 1561.0 -0.28 437.1 EnergyGauge@) DCA Form 60OA-2001 EnergyGaugec9/FlaRE&2001 FLRCSB v3.30 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT Winter Base Points: 5594.7 Winter As -Built Points: 10264.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 10254.2 1.000 1.078 x 1.160 x 0.95) 0.409 0.950 4730.2 5594.7 0.6274 3610.1 10254.2 1.00 1.188 0.409 0.950 4730.2 EnergyGauge Im DCA Form 60OA-2001 EnergyGaugeORaRES'2001 FLRCSB v3.30 R FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 12940 3510 7692 24142 10565 4730 7871 23166 y y041;HE STgT o nm yy u ' 1 G'OD EnergyGaugeTM' DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 K Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/ .ft. window area; .5 cfm/sq.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 comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606_1 ABC_12.3 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 infittraWn 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. RA-29 OTNFR PRFCCRIPTIVF MFACI IRFC /mnc4 hn mof nr nv^mn rind t% nrl ren64--se COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610A 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 1607.1 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. EnergyGaugeTN1 DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. 1. New construction or existing New _ 2. Single family or multi -family Single family 3. Number of units, if multi -family 1 4. Number of Bedrooms 3 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1561 ft2 7. Glass area & type Single Pane Double Pane _ a. Clear - single pane 252.0 ft2 0.0 ft2 _ b. Clear - double pane 0.0 ft2 0.0 ft2 _ R c. Tint/other SHGC - single pane 0.0 ft2 0.0 ft2 d. Tint/other SHGC - double pane 8. Floor types 1 a. Slab -On -Grade Edge Insulation R=0.0, 188.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1474.0 ft2 _ b. Frame, Wood, Adjacent R=11.0, 268.2 ft2 _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1666.0 ft2 _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft b. N/A 12. Cooling systems a. Central Unit b. N/A c. NIA 13. Heating systems a. Electric Heat Pump b. N/A c. NIA 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. 14VAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a newEPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 36.0 kBtu/hr SEER: 12.00 Cap: 36.0 kBtu/hr HSPF: 8.35 Cap: 50.0 gallons EF: 0.86 PT, __ ss"'LSE ST' oFTF. NOTE: The home's estimated energy performance score is only available through the FIA/RES computer program. This isAQ-t a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPAIDOE EnergyStar 11designation), 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 wwwfsec.ucf edu for information and a list of certified Raters. For information aboutFlorida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version FLRCSB v3.30) RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 14998 ft3 x 0.0167 = 200 cfm 2 Winter infitration load 1.1 x2W cfm x 32 °F WnterTC = 7039 Btuh a Winter infilhatim HTM 7039 Btuh 1 304 fta Total window = 23.2 BtuhAF and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 14998 ft3 x 0.0167 2. Summer infiltration load 1.1 x 100 cfm x 18 °F SumnerTD = a Summer infilhabori HTM 1980 Btuh / 304 ft2 Total window = and door area 100 cfm 1980 Btuh 6.5 BtuhAF Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistdtff. x 100 cfm = 2949 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizeg load Sensible ventilation load 1.1 x 50 cfm vent x 18 *F SumnerTD = 990 Bluh Sensible load for structure (Line 19) + 25115 Btuh Sum of ventilation and structure bads = 26105 Btuh Rating and temperature %%" multiplier x 0.98 Equipment sting load - sensible = 25583 Btuh 2 latent sting bad Latent venation bad 0.68 x 50 cfm vent x 43 grAb moistdiff. = 1474 Btuh Internal bads = 230 Btuh x 5 people + 1150 Btuh Infilration bad from Procedure C + 2949 Btuh Equipment sting bad - latent = 5573 Btuh Construction Qualify is: a No. of Fireplaces is. 0 Soldlitalic values have been manually overridden Printout oertified by ACCAto meet all requirements of Manual J 7th Ed. VVrjgF Tt50ft Right -Suite Residential' 5.5.06 RSR26013ZdkEAFifesIMORRISON2002t1561NASSAU\nassau.rsr 2002-Jun-06 09:03:30 Page i k Weather. alando AP, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Summer Design Conditions 38 OF Outside db 70 OF Inside db 32 OF Design TD Daily range Relative humidly Moisture difference Building heat loss 34621 Bluh Ventlabon air 50 cfm Ventilation air loss 1760 Btuh Design heat bad 36381 Btuh Infiltration Method Simplified Consi uction qualty Average Fireplaces 0 Area (ft2) Hea1dng cool*ng Volume (fP) 14998 14998 Air cha esltcour 0.80 0.40 Equiv. A(cfm) 200 100 Heating Equipment Summary Malmo TRACE Trade Efficiency 7.7 HSPF H input output 0 Btuh @ 47°F Heatingg temp riseAduaI1:ating fan Heating air flow factor 0 1200 0.035 OF cfm d lBtuh o r i •. r. rjj 93 OF 75 OF 18 OF M 50 43 grAb Sensible Cooling Equipment Load Sizing Structure 25115 Btuh Ventilation 990 Btuh temperature swalg 3n OF UUse hngd Ratelswbg multiplier 0.98 Total seas. equip. bad 25583 Btuh Latent Cooling Equipment Load Sizing Internal gabs 1150 Btuh Ventilation 1474 Btuh Infiltration 2949 Btuh Total latent equip. load 5573 Btuh Total eeqq 31 Req. b tall capa* at 0.70% SHR 0 ton Cooling Equipment Summary Malmo TR*E Trade Efficiency Sensible cooling Latent cooling Total coolina Adual cooFng tan Cooling air fim factor Load sensible heat ratio 121 EER 24850 Btirh 10650 Bhuh 35500 Btuh 1200 cfm 0.048 chrffiWh 82 % Bold/italic values have been manually overridden Printout ceffed by ACCA to meet all requirements of Manual J 7th• Ed. wr-i9htsof1L Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-06 09:03:30 ACCA EAFiles\MORRISON 2002\1561 NASSAU\nassau.rsr page 1 RIGHT) WINDOW DATA t, z DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 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 BTH 2 a n nw a c n 0 n 1 1 90 1-0 1.0 1.0 4.0 62.4 9.0 0.0 BR 3 a n sw a c in 0 d 1 1 90 1.0 1.0 5.0 6.0 47.4 28.0 0.0 FOY a n sw a c in 0 n 1 1 90 1.0 7.0 1.0 4.0 76-4 14.0 14.0 DIN LAUN KIT NOOK a n ne a c n 0 d 1 1 90 1.0 9.0 3.0 6.0 39.4 38.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 38.0 4.0 LIV b n ne a c n 0 d 1 1 90 1.0 9.0 6.0 8.0 39.4 64.0 0.0 M BR a in ne a c n 0 d 1 1 90 1.0 1.0 6.0 5.0 39.4 32.0 0.0 M BTH a n rwv a c n 0 d 1 1 90 1.0 1.0 1.0 4.0 39.4 13.0 0.0 DEN/STUDY a n nw a c in 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 Wreghtsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-00 09:03:30 f E:\FilestMORRISON 2002%1561 NASSAUInassau.rsr Page 1 PnI t.HTd WORKSHEET Ir+e Ouse DEL AIR HEA-nNG,AIR CONDMONING,R Job: NASSAU 111.27.96 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 NuvVLwL t (mm 1 N3m dioarn ErneHoge BTH 2 BR 3 FOY 2 Leis do7Aaed%d 188.0 ft 6.0 ft 38.0 ft 15.0 ft 3 RcandmaEn 6.0 x 14.0 ft 15.0 x 13.0 ft 8.0 x 8.0 ft 4 Ceiings Cori$ Opbon 9.8 d 9.4 ft haditd 9.4 ft heeMmd 120 ft healibod TYPECF CST HTM Area Load W) A. Load W) Area Load (Btiir) A. Load W) DFOS I 1\0. Clg ft Fig Clg ft Hg I CIg ft Htg Clg M Htg I CIg 5 Gross a 143 4E 21 1547 56"" 357 96 walsand c 13C 3. 1.2 286 0 0 84 farGtials d 0. 0.0 c'a.` 0 0 e 01 0.0 ti. e.. 0 6 Vbtmnsand a 1C 37.0 188 6345 9 333 28 1035 14 517 glass cbors b 8C 3T 23E5 0 c"" 0 0 0 0 Heatrg c 94 29.9 0 0 0 0 0 0- d 0. 0 ti 0 0 0 0 0 e 0. 0 0 0 0 0 f 0. 0 0 0 0 0 0 7 V h msat Wo h 27. 1 493 0 ti.. 14 412 glass doors NERWM 40. 1 6984 9 562 0 0 c0*19 EW 0. 0 0 0 0 SEEN 47. a 0 2B 1 0 m. 0 Sa-th 0. 0 0 0 0c 0 Horz Gc 0 0 0 c 0 0 8 01herdoas a 1ED 147 9. 51) 33B 0 0 0 0 34 500 331 b 1ED 14.7 RE 1E 295 179 0 c 0 0 0 c 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 9 NA a 143 4E 21 1251 5B12 2597 47 21E 98 229 1517 676 4B 221 ge ap-d b 12C 2 IE 0 0 0 D c 0 c 0 0 0 wehand c 13C 3. 1., 25E 845 314 0 0 c D c 84 255 partitions d ac a 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 f 0.10. 0 0 0 c 0 0 0 0 0 0 10 Ceitirgs a 11D 1. 2 166i 29X 37(P 1 187 195 331 64 109 142 b 0. 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 e 0. 0. 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 11 Floors a 22A 25. D. 188 4673 0 6 15E 0 38 965c 15 3EP 0 Note: room b 0.c oc c 0 0 0 c 0 0 0c 0 0 0 mnder c 0.( oc c 0 0 0 c 0 0 0c 0 0 0 Is dso. d 0.c 0.c c 0 0 0 c 0 0 0c 0 0 fordab a 0. 0.c c 0 0 0 c 0 0 0c 0 0 0 floors) f 0. Gc c 0 0 0 0 0 0c 0 0 12 Irfib-.ton a 2121 R 7039 19a7 9 58 29 645 182 48 1111 313 13 Sitfotal bss;=6r8. +11+12 31473 1057 4516 3112 Leese teetu 0 b. 0 0 Lesstrarsfer 0 b 0 n 0 Heatingredstnb bon 0 0 0 14 Duct lass Im 3147 IN 106 1 100A 311 15 Total loss =13+14 34ta21 1163 499 3424 16 Irt gains: pwoe @ 300 1500 0"" 0 0""c 0 0 1 12 D 18M 0 0 0 17 Slut tRSH g7 2+16 7d332 905 20 1402 Less adErrd cadbg 0 0 0 Coolirgredstnbzbon 0 0 18 Dudgan 10° 2 1O/ 9u 10y 252 100/ 14D 19 Total RSHgsirF-(17+18)'PLF 1.OD 25115 1.00 995 1.00 1.0J 1542 2) Airrequired (dm) 1200 12D 4B 1 1 119 7 PMW mitfied by ACCA b meet A requvemen s of Manual J M Ed. we`egl etsoft Right -Suite ResidentialTM 5.5.06 RSR26013 2002-Jun-06 09:03:30 EAFiles\MORRISON 2002\1561 NASSAUInassau.rsr Page 1 PIG}IT;,J WORKSHEETn>t re Ouse DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANJALJ Ah Ed 1 Narecfmcm DIN LAUI KIT NCCK 2 Lerghdeposedwal 8.0 ft 18.0 ft 120 It 20.0 ft 3 Rcandrrerscm 16.0 x 15.0 ft 11.0 x 7.0 ft 120 x 11.0 ft 11.0 x 11.0 It 4 Ceiings Gx& Cation 10.0 1 heatknd 9.4 It h-4k od 9.4 ft heabbod 9.4 It haaYwd TYPECF CST HTM Area LoadW) Arm Load(f3hh) Area Load(Bh11) Arm LoadW) DFE CS3. HtgI Clg M Htg Clg M Htg Clg ft Htg Clg M Htg I Clg 5 Gross a 143 4E 21 c"" 47 113 18B EVosed b 12C 2 1.9 c"" 0 0 wall andc 13 3. 1.2 8C'•" 122 0 0 partitions d 0. oc c"" 0 0 0 b. e 0. 0. 0 f 0. 0. m. 0 6 Wd3,vsard a 1C 37.0c 0 0 0 76 m Bass doors b 8C 37. c 0 0 c 0 0 0 0 Healing c 9A 29. 0 0 c 0 0 0 d D. 0 0 d 0 0 0 0 f O.0 c 0 0 0 0 0 0 7 V*dy sad tbM 27Z 4 81 Bass doors NEM 40.E c0 0 0 0 38 1497 Caofug ENV 0.c cD 0 0 0 0 0 SEeN 47 c.... 0 0 34 1612 Sato 0. 0 0 0 0 0 0 Horz 0. 0 0 0 8 Cfherdoors a 10D 14. 9. 0 0 0 0 0 0 0 0 b 10D 147 R 0 0 18 179 0 D 0 0 0 c 0 Q c 0 0 c c 0 9 0 c 0 0 0 9 Net a 143 4E 21 0 0 41 217 97 113 6a 232 112 516 a epased b 12C 2E 1. 0 0 0 0 0c 0 0 0 weh andc 13C a 1. 252 94 1D 3z 122 0 0 0 0 0 partitions d 0. 0. 0 0 0 0 0c 0 0 0 e 0. c0. 0 D 0 0 0 0 1 0 0 0 f 0.c0. 0 0 0 0 0 0 c 0 0 0 10 Ceilings a 1, 1. 2 24D 407 534 V 131 171 132 224 294 121 235 b 0. 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 0 001 0 e 0 0. 0 0 0 0 0 0 0 f 0. 0. 0 D 0 0 0 D 0 11 Floors a 22A 25.90.c E 207 0 18 457 0 1 311 20 518 0 Nde: room b D. 0. 0 0 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 Is d d 0. 0. 0 0 0 0 0 0 0 0 0 forsbb e 0 0 0 0 0 0 0 0 0- 0 0 floors) f D. 0. 0 0 0 0 0 0 0 0 0 12 Infiltration a 23.2 6.5 c 0 0 18 417 117 0 0 c 76 176D 495 13 Sutmtalbss +8_+11+12 856 1824 1055 58M Les eMarrdr rg 0 0 0 Less transfer0 a.. 0 0 Heahngreristiibition 0 c 0 0 14 Dud loss101 87"" VA 1 101A 1135 100A 581 15 Total Im=13+14 953 20(6 16 Irt gains pao* 300 30D c0 0 0 0 1121) 0 1 ODD 1 1 0 0 17 ClotRSHg 7+82+16 m 1 1 41 m. D Cooling redstrbbon 0 m` 0 18 Duct gain 1 93 V 129 VA 173 10°/ 419 19 Total RSH gairF-(17+18)1QLF 100 1021 1.00 1415 l.m 18G9 1.00 4M4 20 Air required Phil) 3349 68 91 221 220 Pre7hout certified by ACCA to meet as mquirerTmts of Manual J 7thEd. wragf ftsoFt Right - Suite Residential- 5.5.06 RSR26013 2002-Jun-06 09:03:30 EAFiles\MORRISON 2002\ 1561 NASSAU\nassau.rsr Page 2 gI "T-J WORKSHEET nt re lH-louse DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MPI`AJAI_ . An La 1 Nare ofroan UV M BR M BTH CiT15MY 2 Lerghdaposedmi 14.0 ft 34.0 ft 120 ft 11.0 ft 3 Roornd irsas 15.0 x 15.0 ft 15.0 x 130 ft 120 x 14.0 ft 11.0 x 15.0 ft 4 Ceiings Ca& Option 11.0 h tk d 9.4 ft hmUmd 9.4 ft t bocl 9.4 ft ihedkool TYFECF HTM Arm' LoedW) Area Load(Bth) Area Loed(Bllh) A. Load Pb) DFCSJRE JCSTJND Htg I ag ftj Ftg C19 ft HJ I (Dg ft 9 ag fm HJ I ag 5 Gross a 143 4E 21 1 3D 113 103 v215and c 13C 3. 1.2 0""` 0 partitions d Gc oc c"a 0 0 6 V*d:)AGa-d a 1C 37.0 0 32 1183 1 16 591 Bass duos b 8C 37. 23 0 C"°` 0 0 0 D Haig c 94 29. I*" 0 0 0 0 d 0. 0 0 c c 0 0 0 e Of c 0 0 C"" 0 0 0" 7 AtcbAsand North 27. 0 0 0 Bass doors NEM 40. m 1201 13 51 16 Cooling ENV 0. 0 0 0 0 0 SEI91V 47. a * 0 0 0 0 0 Sadi 0 0 0 0 0 8 Ctherdoors a KID 7 14fl 9. 0 0 0 0 0 0 0 0 b iCD 1 9. 0 0 D 0 0 0 0 c 0,c c 0 0 0 c 0 0 0 c 0 0 0 9 Net a 14B 4E 21 9c 415 185 288 121Z 592 100 40 236 87 403 180 ep d b 12C 2 1. 0 0 0 c 0 0 0 c 0 0 wars and c 13C 3. T 0 0 0 c 0 0 0 c 0 0 0 partitions d Of 0. 0 0 0 c 0 0 0 0 0 0 e ak c 0 0 I c 0 0 0 0 0 f 0.( 0. 0 0 c 0 1 0 0 0 0 10 Ceilings a 16U 1 21 225 382 501 195 331 434 168 295 374 165 290 367 to 0. 0. 0 0 0 D 0 0 0 c 0 0 0 0 0 c 0 0 0 c 0 0 0 d 0. Of 0 0 0 0 0 0 c 0 0 0 e 0 0.c 0 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 c 0 0 11 Floors a 22A 25.9 0. 14 363 0 3z 881 0 12 311 11 295 0 Note: room b 0. 0. 0 0 0 0 D 0 0 0 0 Hl c 0. Of c 0 0 0 0 0 0 0 isso d 0. 0. 0 0 0 0 0 0 0 forslab a Of Of 0 0 c 0 0 0 0 0 fbors) f oc Of c 0 0 0c 0 0 0 0 0 12 Infilti-a6on a 23 6.5 61 1432 417 32 741 20B 13 301 BE 16 370 101 13 S11Jdzd bss=6+8_+11+12 w 4481 1837 19m Less atmelltaa6rg 0 0 0 Heating 10° 0 14 10° 501 b"' 10 10' 184 19 15 Total km=13+14 w 202I 2122 16 Int. gainsPeople @ 300 9111 1 300 0'" 0 1277 0 0 0 17 S tRSHgaeF7+8+12++116456 1177E 121? Less aden-elcodig0 0 0 Less tracer0 m" 0 a. 0 coolrcgredstnlx" 0 0 18 Duct gain 10° 4S? 1(7/ b 20 10'/ 11E 100 128 19 Total RSH gvF(17+18)'RF 1.00 4TR TOD 3M 1M 1 1.OD 1410 2 Air required (dm) 191 238 1 147 74 Printout certified by ACCAtomeet all requirements of Manual J 7th Ed. 10& vvr7g%ttsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-06 09:03:30 EAFilestMORRISON 2002\1561 NASSAU\nassau.rsr Page 3 3' both duct to roof cap Fan 4' both to roof 3' 6ath' to raof, x/Fan Must have a •inlwun clearance of 4 Inches auz m x 0 r 166 rag 16x16 rag 8' LY u14 v O PxNBx41Ncd4, 9, 10 4 5. 1Ncd 50 0S L 14' 250 tl m lOx6 lxcd J 90OON IOx6 1WCd C r 80 6' 6, T 3 LOx6 lwcd lOxl0 rag > 30Og• 24x18 rag 1 O M 6' ! J duc C°P 4 16xL rag 1Ox6 L`rc 4' 4' dryer duct n A/r 60 to rooF cap PAD 9" 3.0 tan x/Skr @240v 1phh 2x12 rat 0 . 18 xL3 plan 24X14 RAD platform by x gldr o scale -1/8'=1'D' t i I F t I I I I I I I' O 1 around the air handler per the State Energy code. All duct has an r=6 insulation value. V 1 a >A]Q N clJ o O LLJ LLj (1J C ) H N 0 MD \ O in to C I v O 1:5 C i lfi d i L In c6 L Ut CU z Rating zor N m LU z 0 z Lij QIng7J m El J (n 0 0 C ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN WINDOWFLANGEkW000BUCK CONCRETE OR MASONRY OPENING BY O7HER5 E%TF,IN FINISH BYOTHERSPERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER EXTE@L0B WINDOW HEIGHTFLANGE TYPE —Y WINDOW FRAME SILL \ PERIMETER CAULK - BY OTHERS A. 4 SHIM AS REO'D ONE BY WOOD BUCK BY OTHERS SEE NOTES) BUCK N1DTH 1 1/4' MIN. INSTALLATION ANCHOR EMBEDMENT 3/ 16' DIA. TAPCON 1/4' SHIM 111 SHIM AS REO'D SHOWN FLANGE TYPE SPACE MAX. I SEE NOTES) CAULK BETWEEN WINDOW FRAME WOOD BUCK & MASONRY OPENING JAMB d \ CONCRETE OR MASONRY BY OTHERS OPENING BY OTHERS d C `INSTALLATION 1 1/4' MIN, ANCHOR EMBEDMENT 3/16' CIA Q TAPCON SHOWN PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK k WINDOW WIDTH MAS'Y OPENING 1/ 4' SHIM BY OTHERS SPACE MAX. EXTEBIOB CAULK BETWEEN WINDOW FLANG EXTERIOR FINISHWOOD BUCK SECTION 2 BY OTHERS WINDOW B BUCK D E HEIGHTi SILL STOOL BY OTHERS WINDOW HGT. F G a Q H I. CAULK BETWEEN WINDOW FLANGE h PRECAST SILL WITH VULKEM PRECASR SILL 115 ADHESIVE -CAULK OR BY OTHERS -APPROVED EQUAL SECTION 1 C. NF FRAINOTES1) 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 k JANBS. SILL MUSE BE ATTACHED TO THE SUBSTRATE WITH VUIKEM 115 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING CLASS IS ALSO QUALIFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1540 INSULATING GLASS SINGLE HUNG SERIES. 1! 1 ELEVATION VIEWED FROM EXTERIOR W CGaiT-% t-kL('F LLfJlU--DI7{R-0-A-F< I v-& CAL' 7fKK t lJYi ER 1Ci1'.Aa c AFPAL Al UrttuyM VJ A c'L^L7CF vrr L' # • COMPARATIVE ANALYSIS 70N CHART CALL WINDOW DESIGN PRESSU"4OR ANCHOR SIZE INCHES CAPACITY IN PIONS SIZE WDTH/ HDGHT EXTERIOR INTEJAMBS i 12 19 1/e % 26 99 F.G F,G1319t/e % J8 ]/e 78 F,C 14 191/5 % 50 s/e 59 F•G 14+4191/8 X 54 3A 54 F.G 14+5191/e % 55 3/8 52 F.G IS16191/5 % 83 19 1 % 72 45 40 FG 1H 8 1/= % 8 1 B F,C 1H3 28t/2 % 38 3A 51 51 B F,G 1H4 261/2 X 50 5/5 44 44 42 BB F•G 1H4+4261/2 X 54 5/5 42 41 B F,G 1 H4+5 26 1/2 X 55 5/5 41 40 B F.G 1H5 iH6281/2 X 53 25 1 % 72 40 40 40FG 3OX2 30 1/2 X 25 56 55 44 BB F,G F,G3OX3301/2 X 38 3/5 44 40 B F,G 30X4 30t/2 X 50 5A 40 40 B F,G 30%4+4 30 1/2 X 54 5/5 40 40 40B F,G 3OX4+5301/2 % 55 5/5 40 40 B F.G 30x5 3OX6 301/2 X 53 40 F G HI 22 x 25 51 1 B F,G 23 37 X 38 3/5 40 40 B F,G F,G2437X505/9 40 40 8 B F,C 24+437X54SA404040BF,G 24+537X55Me404040BF,G.H.1 25 6 37X 53 17 % 72 40 40 F G H482848 x 25 4B 46 B F,G F,G483848X383/e 40 40 B B F.G 4850 48X503/8 40 40 40 BF.G.H 1 484+448X54Wit404040BF,G,H.I 484+548 % 55 5A 40 40. B F.G,H.1 4863 48X633253 to X 26 45 45 B F.G F.G3353t/e X 38 3/5 40 40 40 BB F,G,H.1 34 531/e X 50 5/8 40 40 B F,G.KI 34+4531/5 % 54 5/4 X 55 40 40 40B F.G H 1 53 /534+5t/e s F,G,H,I 35 5] 1/e % 6J 40 40 B F G H 1 36 53t % 72 40 40 B NDM 1I) WHEREWATERRESISTANCE TEST REQUIREMENT OF 152 OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WALLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/15' DIA TAPOON ANCHORS OFSUFFICIENTLENGTHTOPROVIDEMIN. 1-1/4• EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4) INSTALL r SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHERFACTORYAPPLIEDINSTALLATIONHOLES. 5) IFEXACTWINDOWSZEISNOTUSTEDINANCHORCHART, USE ANCHOR OUANTITY LISTED WTH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 1001W. CnuST Rd. • CSTTolllon, 7X 75006 • P.O. Ba 619022 •Bona, 7X ]7-1 IN o4At. No pE]V4P1101 ASSEMBLY DRAWING SERIES 1440/ 1540 ML SINGLE HUNG WNDOW o4AVN er alm. rt scAlt N OZOZ DATE Sri PEM90N BY E0 mm 1O/ 28 O1 B oGEN-0012 PREPN BY: PRODUCT TECHNOLCGT CORP., 250 INTERNATIONAL PxY.. SUITE 2M. HEATHROM, FLCRIOA 32748 PHONE 407 503- 3a3 FAX 407 50>-OTee CAULK BETWEEN WOOD —\ BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OinERS CAULK BETWEEN DOW FLANGE WOOD BUCK STUCCO BY OTHERS / PERIMETER CAULK J BY OTHERS GLAZING — WINDOWHEIGHT EXTERIOR PERIMETER CAULK BY OTHERS 0 4 PRE -CAST SILL J 8Y OTHERS INSIALLATION ANCHOR 3/16" DIA, IAPCON MAICRE TE ORNCRIIASONRYOPENING BY OTHERS SHIM AS REOD. SEE NOTES) 1-1 4 NIN. EMBEDMENT 1/4" MA%. SHIM. SPACE FLANGE TYPE NOD. FRAME HEADER BUCKHEIGHT RUCK vnDTn 4" MA%. SHIM SPACE SHIM AS REO'D SEE NOTES) L 1-1 AIN. EMBEDMENT FLANGE TYPE CAULKWINDOWFRAMEQ BETWEEN aM8 Q WOOD BUCK & MAS Y OPENING BY OTHERS GLAZING INSTALLATION ANCHOR 3/16 DIA. TAPCON 0 ONE BY WOOD EXTERIOR / BUCK BY OTHER$ CAULK BETWEEN PERIMETER CAULK J WINDOW FLANGE BY OTHERS WOOD BUCK CONCRETEWINDOWWIDTHORMASONRY OPENING BY OTHERS SECTION 2 TUCCO D FLANGE TYPE WINDOW FRAME SILL WINDOW HHGT. y F Q MARBLE SILL STOOL BY OTHERS CAULK BETWEEN WINDOW FLANGE PRECAST SILL WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL SECTION 1 L'";VA COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE (INCHES) I CAPACITY IN PSF LOCATIONS WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 12 X 60 40 56 C D,E F,G 12. X 72 AO 56 C D.E G 16 X 16 40 106 C HI2 X 16 40 69 A.B H! 24 X 24 40 55 A,S f,L 24 x 30 40 5 A,8 F.L 24 X 336 40 40 A.B F,G 24 x 8 0 40 A.B O,EF.G 24 x 60 40 Al.sEF,G 24 X 72 40 00.E FG 32 X 48 4p 040 4.B O.E F.G 36 x 24 40 B D.E F G36 X 48 40 40 0A.9 D.E FG 336 X 72 40 40 A.8 0.E F.G B x 24 40 B D.E FG48 X 48 40 40 0Al D.E F.G 48 x 60 40 40 aB D.EFG 64 X 24 40 B F,G 72 X }B a0 40 0A 8 F,G 72 X 60 40 40 A,B O.EF G73 x 16 40 40 A.8 n! Hy OTHERS CENTRAL FLORIDA B. ®.pri F- w WTH. MANUFACTURER NAME: TH. aE. Nr R a"t W r(N U MGENERA[ NOTES; 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 & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 115 ADHESIVE CAULK OR APPROVED EOUAL. 2 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF AST. E1300 GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADSWILLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 6) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA. TAPCONANCHORSOFSUFFICIENTLENGTHTOPROVIDEMIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART, 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL B8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4 MIN- EMBEDMENT INTO WOOD BUCK TI AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES, IF FACTORY APPLIED HC_ES ARE NOT PRESE',T, IS SCREWS SHOULD BE PLACED AT MAX. 6" FROM CORNERS &- MAX. 24" O.C. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTO, LISTED WITH NEXT LARGER SIZE. FOP. THE APPROPRIATE DESIGN PRESSURE REa D. 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES T_ THE 1550 SERIES. G ELEVATION VIEWED FROM EXTERIOR 0% ZZ7JZ OArE ISrM A 1001 W. CrasEy Rd. • Covollton. TX 75W6 • P.O. Bo: Br6022 • DDllas, TX 75381 DRAMND --- INSTALLATION E'—TAIL SERIES 1450/1550 F_ANOE Pw DRAWN Br CnRO. 81 5:.! i 6BN/A GENQ_: SHEATHING BY OTHERS YB INSTALATION ANCHOR SCREW SHOWN (TYP.) EXTERIOR FINISHBYOTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW— FRAME HEADER I XT RI R FIN TYPE — WINDOWFRAMESILL CAULK BETWEEN FIN SHIM AS REO'D. dt $HEATING SEE NOTES) I. MIN. EMBEDMENT FIN TYPEWINDOWFRAME AMB 2 x WOOD BY OTHERS YB INSTALATION ANCHOR SCREW SHOWN (TYP.) 2 % WOOD BY OTHERS CAUL 'ETWEEN SHEF R FIN 6r 0-.RS L MIN. EMBEDMENT I SHIM AS REO'D,— SEE NOTES) SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT FWINDOW WTH.—may ANCHOR (TYP.) I o o O 0 SILL STOOL BY OTHERS PERIMETER CAULK BY OTHERS Y8 SCREWINSTALATION ANCHOR SHOWN TYP.) EXTERIOR FINISH 1' MIN. By OTHERS EMBEDMENT SHEATHING - SECTION 1 BY OTHERS O % 0 EQUALLY SPACE ANCHORS (TYP.) 0 0 O " SEE NOTES) o 0 o O o 6MAX. (TYP.) 2 x WOOD BY OTHERS .I BMAX. (TYP.) CAULK BETWEEN WINDOW FIN k ELEVATIONSHEATHING VIEWED FROM EXTERIOR WIN H SHIM AS REDO. G 0 o 2O. C. MAX.X. ( TYP,) DOW O T. 0 OL M, A iUFiACTT' ;R ER Y3L 41'NERAI 4LV MASTER FELE # 3 COMPARATIVE ANALYSIS & ANCHOR CHART WINDOW DESIGN PRESSURE N0. OF Y8 SCREWS NO. OF 0.090 DIA, NAILS SIZE (INCHES) CAPACITY IN PSF REO'D. IN FRAME REO*D. IN FRAME MOTH/HEIGHT EXTERIOR INTERIOR HEAD I SILL 0-EA. JAMB HEAD SILL 10 EA. JAMB 16 X 30 109 109 2 2 2 2 2 3 t 6 X 40 83 83 2 2 3 2 2 3 16 X 50 63 63 2 2 3 2 2 3 16 X 60 50 50 2 2 3 3 20 X 30 86 86 2 2 2 2 2 20 X 40 73 73 2 2 3 2 2 A 20 X 50 59 59 2 2 3 2 2 A 20 X 60 48 48 2 2 3 2 2 A 28 X 30 57 57 z 1 2 2 28 X AO 52 52 2 2 3 2 2 3 28 X 50 A6 46 2 2 3 2 2 A AO 2 2 2 30 X 30 52 52 2 2 2 2 2 2 30 X AO 49 49 2 2 3 2 2 3 30 X 50 43 43 2 2 3 2 2 A 30 X 60 1 AO AO 2 2 3 2 2 A 38 X 30 Al 11 2 2 38 X AO a0 40 3 3 3 3 3 3 38 X 50 AO 40 3 3 3 3 3 A x A 3 3 3 5 X 30 a0 a0 3 3 2 1 a0 OXAOAOAO333133 AO X 50 AO AO 3 3 3 3 3 A X 6 AO AO 3 3 3 3 3 5 7 4 4 A A 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 @ JAMBS. A) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING ISSHOWN, INSULATING GLASS IS ALSO OUALIFIED. 6) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSMA DESIGN LOADS WILLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVE[) IN TEST. 7) INSTALLATION: FIN FRAME WINDOW M WOOD FRAME OPENING NTH Two BY WOOD STUDS. USING 0.090IN. CIA NAILS OR Y8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE N. t' EMBEDMENT INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WIN NEXT LARGER SIZE. 9) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG 15 SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASS SINGLE HUNG SERIES, Li CATE I5*M 1001 W. Crosby Rd. • Corrolfim, TX 75MS • P.O. Bm 819022 • Dollas, T4 75181 a,,....c xu P1ro• ASSEMBLY DRAWING SERIES 1140/ 1940 TOIL SINGLE HUNG WINDOW NA PR ICRMD• R D•G + --' 11/05/ 01 B GEN-OOT3 i SHEABYC CAULK BEMINExT E RIOR FINISH BYOTHERPERIMETER BY OTHERS f— WINDOW WIDTH 1/4 MAX, SHIM SPACE 2 x vpp0 BY OT THEHERSSHIM AS REO'D. 2 X WOOD BY OTHERS FIN TYPE WINDOW MD INSTALLATION FP,AME JAMB / ANCHOR SCREW I' MIN. SHin AS RE 0'0. GLAZING (SEENpIES> EMBEDMENT MAX SPACESIt 0 EXTERIOR PERIMETER CAULK FIN TYPE - BY OTHERS WINDOW FRAME HEADER OD INSTALLATION ANCHOR SCREW EXTERIOR FINISHCAULK BEHIND FIN BY OTHERS SECTION 2 SHEATHING BY OTHERS GLAZINI SCENl,.__. EXTERIOR FIN TYPE FRAME S11 PE RIHEIEIBY OTHER EXTERIOR FINISHBY OTHER CAULK III SHE HIn 3Y OTHERS SECTION I WINDOW HEIGHTIL S2E0' D. WI HE1/ 4' MAX SHIM SPACE IS INSTALLATION ANCHOR SCREW 2 X WOOD BY OTHERS COMPARATIVE ANALYSIS & ANCHOR. CHART WINDOW DESIGN PRESSURE NO. OF A8 SCREWS NO. OF 0.099 DIA. NAILS SIZE INCHES) CAPACITY INPSF REQUIRED IN FRAME REQUIRED IN FRAME WIDTH/ HEIGHT EXTERIOR INTERIOR HEAD 6 SILL B EA. JAMB HEAD 6 SILL B CA, JPME 20 . 30 40 40 2 2 2 2 20 X O 40 40 2 3 2 2 20 x 50 40 D 2 3 2 3 20 . 60 40 402 2 3 30 . 30 40 40 2 2 2 30 . 40 40 40 2 3 2 3 30 x 50 40 40 2 3 2' 3 30 . 60 40 40 2 2 4 40 x 30 40 40 3 2 40 X 40 40 40 3 3 3 3 40 X 50 0 40 3 3 3 4 40 x 60 40 au 3 3 3 5 50 . 30 40 40 3 2 2 50 x 40 40 40 7 3 4 3 50 . 50 40 40 3 3 4 4 50 . 60 40 40 3 3 4 5 40 40 4 CENTRAL FLORMA R.O.A.',F4 MANUFACTURER NAME: CA/ErZ 4L Air/MX MASTER FILE # NOTES I) WHCRE WATER RESISTANCE TEST REQUIREMENT OF 157. Or DESIGN LOAD APPLIES. POSITIVEDESIGNLOADSWILLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 60 PSF ACHIEVED FI TEST. 21 INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY v000 STUDSUSING48SCREWSOFSUFFICIENTLENGTHTOPROVIDEnIN. 1' EMBEDMENT INTO SUBSTRATE OR O.D99 IN, DIA. NAILS. 3) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE QUANTITY LISTED WITH NEXT LARGER SIZE. 24) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM EQUALLY SPACE MAX. ALLOWABLE SHIM STACK TO BE 1141. ANCHORS ( TYP.) 5) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL 6 JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF W]NDOw FLANGE. B) GLASS THICKNESS MAT VARY PER REOUIREHENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO QUALIFIED. 9) GENERAL ALUMINUHS 1100 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO 19DO SERIES PICTURE WINDOW. 6' MAX. (TYP.) 6' MAX. (TYP.)-- ELEVATION vIEwED FROM EXTERIOR BY OTHERS CAULK BETWEEN WINDOW - FLANGE a 1060 BUCK CONCRCTE OR MASONRY OPENINCr \ BY OTHERS \ EXTERIOR FINISH — BY OTHERS PERIMETER CAULK' BY OTHERS FLANGE TYPE - WINDOW FRAME HEADER WINDOW EXTERIOR HEIGHT ONE BY WOOD BUCK 9, OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPCDN F— SHIM AS REO'DSEEOTES, 1-1/4• MIN. EMBEDMENT 1/a- MAX. 1 SHIM SPACE GLAIIW (TYP. SEE NOTES, BUCKHEIGHT SHIM AS REO'D SEE N07 ES, rLANGE TYPE WINDOW FRAME SILLONE BY WOOD PERIMETER CAULK OTHERS T BY OTHERS I 1/4' MAX. SHIM SPACE a aEXTERIORFINISH —/ 7 dBYOTHERS4 CAULK BETWEEN WINDOW FLANGE t WOOD BUCK 1-1/4' MIN. EMBEDMENT CONCRETE OR MASONRY OPENING INSTALLATION ANCHOR 3/16' DIA. TAPCDN BY [TIMERS CAULK BETWEEN WOOD BUCK 6 MASONRY OPENING BY OTHERS SECTION 1 NOTES 1) SHIM AS REO[T. AT EACH INSTALLATION ANCHOR USING 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, SILL @ JAMBS. a) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDOW Fv.NGE. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF A57M E1300 GLASS CHAR15. 61 DESIGN PRESSURE CAPACITY Or WINDOW 6 INSTALLATION IS LIMITED TO 40.0 PSF. 7) FOR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASONRY OPENING, USE 3/16, DIA. TAPCDN TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE 41N. 1-1/4' CHBE DMENT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS 6 24' D.C. MAX. BE TVEEN. 81 BUILD DOWN AROUND CURVED PORTION OF VINDOV FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE Or SUFFICIENT STRENCTM TO ADEQUATELY TR.NS.-ER LOAD FROM WINDOW TO THE STRUCTURE. 91 ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO L!KI7 USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER F1r ED WINDOW FRAMING SYSTEM. CENTRAL FLOREDA B.®.A.FI. MANUFACTURER NAME., uuA'6 EfQNEERRA-- E GS-. ur//van ow wit HT HE WINDOW WIDTH 7 ELEVATION VIEWED FROM EXTERIOR 1 MAXBDCXVIDTN—% SHIN SPACE SHIM AS RED'D I -I/.' nIN. SEE NOT ESI EM3EDN[NT FLANGE TYPE CAULK BETWEEN WINDOW FRAME WOOD BUCK L JAMB aY oSOPENING 4BrOTHERS4 Gt A71NG 07P, L--INSTALLATION ANCHOR SCE NOTES, Q 3/16' DIA. TAPCDN ONE BY WOOD PERIMETER CAULK ` BUCK By OTHERS BY OTHERS CAULK BETWEEN EXTERIORFINISHBY OTHERS WINDOW FLANGE WOOD BUCK WINDOW WIDTH CONCRETE OR MASONRY OPENING SECTION 2 BY OTHERS WINDOW WIDTH j ELEVATION VIEWED FROM EXTERIOR. I may' TOO W. Crosby Rd. • Carralllon, TX 75006 • P.O. Bo: 819022 - Win. TX 75361 cAAVIMc ttuP:P noMINSTALLATIONDRAWING ONE BY BUCK I Lg-7tERIES1450/1550 DESIGNER PICTURE WINDO'..I BB N/A C Ce D.rC LvG rwnDCa a7_ Zi IL DA -,REVISION 3T EcN 3/20102 B I GEN-002 SHEA:HIN: BY CTHER' CAULK e EXTERIOR F BY OTHERS PERIMETERCAULKBYOTHERS FIN TYPEFRAMEHE GLAZING (T _ SEE NOTES FIN TYPEFRAMESILL PERIMETER CAULK BY OTHERS g8 INSTALLATION J ANCHOR SCREW (TYP.) EXTERIOR FINISH By OTHERS CAULK BEHIND FIN — SHEATHING BY OTHERS J l'cJwNirv_.RS NSTALLATION HOR SCREW (TYP.) SHIM AS REO'D. SEE NOTES SH IMIM SPACE INDOWEIGHT I/4' MAX. SHIM SPACE SHIM AS REO'D. SEE NOTES 1' MIN. 2 X FRAMING EMBEDMENT BY OTHERS SECTION 1 1HE 1) DESIGN PRESSURE CAPACITY OF 'WINDOW @ INSTALLATION 1$ 40.0 PST. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING O.C99 IN. DIA NAILS. PLACE .099 NAILS 6' FROM CORNERS MAX. @ 8" O.C. MAX. BETWEEN. 3) FOR INSTALLATION OF FIN FRAME WINOOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUCS. USING 18 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6" MAX. FROM CORNERS k 2A' CC, MAX BETWEEN .. 4) SHIM AS REO'0. AD!ACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. S) WINDOW FRAME MATERIAL; ALUMINUM ALLOY 6063, 6) USE LATEX CAULK REMIND WINDOW FIN AT HEAD, SILL h JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAM` --AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL- FLORIDA R.O.A,F. MANUFApC TURER NAME: MASTER FILE # a ELEVATION VIEWED FROM EXTERIOR I/A HAM. SHIM SPACE TWO BY FRAUI.0 SHIM AS REO'D. 9r OTHERS FIN TYPEFRAMEJAMB tITALLA`111. EDMENT SHEATING BY OTHERS GLAZING (TYP.) K BEHIND FIN SEE NOTESOR FINISH BY OTHERS Xi RI ANCHOR SCREW (TYP-) WINDOW0TH PERIMETER CAULK BY OTHERS SECTION 2 WIPHE ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHER CAULK BETWEEN WINDOW FLANGE & WOOD BUCK CONCRETE OR MASONRY OPENI.G BY OTHER EXTERIOR FINISH By OTHER / PERIMETER CAULK J BY OTHER FLANGE TYPE WINDOW FRAME HEADER WINDOWHEIGHT EXTERIOR FLANGE TYPE IFRAME SILLPERIMETER CAULK BYOTHERONE BY WOOD BUCK BY OTHER INSTALLATION ANCHOR 3/ 16• DIA. TAPCON BUCK WIDTH 1/ MIN, EMBEDMENT SHIM AS REO'D FLANGE TYPE 1/4-SHIM SPACEMAX. SHIM AS REGDJ SEE NOTES) Q ( SEE NOTES) WINDOW FRAME JnM9 Q CONCRETE OR 4 MASONRYOPENING BY OTHER 1 1/4 MIN, ENBEDMEIN y INSTALLATION ANCHOR 3/ 16" CIA. TAPCON PERIMETER CAULK a BYOTHERSCAULK BETWEEN 1/ 4- SHIM ) WINDOW WIDTH WOOD BUCK & MASONRY OPENING SPACEMAX. BY OTHERS EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLANGE FINISH BYOTHERWOOD 'BUCK BUCK HEIGHTSECTION 2 ANCHOR ( TYP.) J K HI PRE CAST SILL D Q a BY OTHERS CAULK BETWEEN WINDOW FLANGE PRE CAST SILL WITH WLKEM SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESIVE SEALANT NOTE DOW GHT i 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALL OWAELE SHIM STACK TO BE 1/4- 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHEDTOTHESUBSTRATEWITHWLKEM116ADHESIVECAULKORAPPROVEDEOUAL 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL. MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATION, 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS -OF ASTM E1300 GLASS CHART SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. 7) GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1560 SERIES MODIFIED SLIDER INSULATING CLASS. 8) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/ 16- DIA TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVDE MINA-1/4 EMBEDMENT INTO SUBSTRATE ATLOCATIONSHOWNONCHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 10) INSTALL #8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WHERE TAPCONS ARE REO'D. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WIN NEXT LARGER SIZE. ' D F 2 G COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW S12ES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES) CAPACITY IN PSF REO'D. IN FRAME WIDTH/ HEIGHT EXTERIOR INTERIOR -HEAD JAMBS 24 x 12 40 110 H,K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40. 40 H,K A,G 36 x 12 40 85 H,K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,G 36 x 48 40 40 H,K A,G 36 x 55 40 40 H,K A,B,F,G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H,K A,B,F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42- 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 40 H,K A,B,F,G 72 x 12 40 70 H,K A,G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B,F,G 72 x 48 40 40 H,K A,B,F.G 72 x 55 40 40 H,K A,B,C,D,F,G CE, fi`'T ylTs`3.A.+F FTlg.OREIDA B...O. A. F. WINDOW 1 Yti1y SJF AC JRER, NAIi E: W9DTHELEVATION v.tL Audi-rrl VPr VIEWED FROM EXTERIOR MASTER FILE # S C gnO ITm.rll 1001 Y, Crmb7 9d, Cemiltm, TX 75W6 • P.O. 94. 819032 • W14% TT 75381 INSTALLATION DWG. MASONRY W/ ONE BY BUCK SERIES IA80 MODIFIED HORIZONTAL SLIDER WINDOW HKM u.lT BB IJ/A DATC ORwC nAUE 43— ZG-4E- c.TL s-V el..voN I aW I 3/20/02 I GEN0027 Ce X.. ar 1 +ICw 1 ea - I—. v .. ..c.[ I•o.I ao:-clef r... I—) 4e...... CAULK BE iWEEN FINHEATH,ING SHEATHING 2 X FRAMING HE AT:NGBYOTHER BY OTHER BY OTHERS I' MIN _ I CAULK BETWEEN1/4 MAX. SHk FIN 9SCREW :NS TALI TION 'j EMBEDMENT jHIM AS RFO'EATHING D SHIM SPACE BY OTHERS X ANCHOR ( TYP.) I (SEE NOTES) 2FRAMINGX TERICR. FINISH E'. OTHERS BY OTHERS , FIN TYPE 1"MIN. 1/ A• MAX. WINDOW FRAME EMBEDMENT PER"AETE' CAULK r JAMB BY CTIHER SHIM SPACE TL IIf1Il nnJ r ANCHOR ( TYP.) II SCREW FtN iY=E lW U INSTALATION YI. NDC': I FRAME HEADER SHIM AS REO'D SEE NOTES) WINDOW WIDTH EXTERIOR FINISH BY OTHERS WINDOW EXTERIOR PERIMETER CAULK HEIGHT BY OTHERS 7xTER10P, FIN TYPE SECTION 2 ZN" 11WY 6•' MAX.(TYP). — EQUALLY SPACEANCH S (TY D. O&OLPl PERIMETER CAULK-/ L- 1/4" MAX. BY OTHER SHIM SPACE O 8 SCREWSHIM aS REO'D 1NSTALA TI0N (SEE NOTES) WINDOW \ ANC - HEIGHT OR (TYP.) \ 2 X FRAMING \ Ex TE RBY OTHERS OR a F:NI$F BY O-- IERS CAULK BETWEEN WINDOW FIN & O S HEPHINDSHEATHINGBYC- HER I" MIN. EMBEDMENT SECTION 1 GE':ER<_ NOTES: I) S, `.' AS P.EC'D. ADJACENT TO EACH INSTALLa i:Ol ANCHORWITH LOAD BE .RING SHIM MAX. ALLOWABLE SHIM STACY TO 2) W%- 3OW FRAM- MATERIAL ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL h JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL ARC -.ND EXTERIOR OF WINDOW FF. "IE. 5) G-- SS THICKNESS MAY VARY PER THE REOUP.EM-\TSOF ASTM E1300 SI`. GLE GLAZ;NG IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 6) DRSMNG APPLIES TO INSTALLATION OF FIN FRAME 'MN:OW IN WDDD FRAME OPENING W- TWOBYWOODSTUDSUSI.G 099 IN DIA -;-S C /8 SCREWS OF SUFFICIENT Lc `. iFHTOPRC"CE MIN. EM„EDMENT IN iO SL'ESTR—LTj IF --' ACT VAND:!W SIZEE I$ NOT LISTED IN CHART, ;SE A.l CHCROUANTITY LISTED VITH NE.- LARGERSIZE. Bi GE' S RAL PLU0.'NUM'S n80 SE ES HORIZONTAL S_ ]r ,S SHOWN, THIS PRINT ALSO Ai -::ESTOT-E 1980 wSULATING GLASS HCRIZO::'AL S DER SERIES. T ANCHOR ( TYP.) 24" O. C. 1AX.(TYP). I WINDOW WIDHT ELEVATION VIEWED FROM EXTERIOR` COMPARATIVE ANALYSIS & ANCHOR OUANTITY CHART j WINDOW SIZE DESIGN PRESSURE 8 SCREWS REO'D. 099 NALS RE01 INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EAC" HEIGHT SILL JAMB I SILL JAlAB 24 x 12 40 40 2 2 2 2 1 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 5 MANUFACTURER IYYt' iliUi'ACTUdCER 1VL-il1Y11E. vEiv'4G 44-V,:Llj MASTER FILE # 4KS INSTALLATION MULLION ANCHOR ANCHOR — MULLION ( TYP.) BRACKET ANCHOR BRACKET — C.NTFcAL FLORIDA B. 0° MANUFACTURER N WINDOW FRAME JAMB TYP.) MULLION DIE NO. 1445 SECTION A- A v EXTERIOR ELEVATION DWG No: GEN—. 0452 IA P MULLION DIE NO. 1445 v INSTALLATION I R FILE 8 SELF TAPPING ° SMS (TYP.) N7 a 0 SUBSTRATE SECTION B-B 1— 7 /8"---I ANCHOR TYP-) 1 SEE NOTES a v a #2 & #3 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 8c SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL r ALUMINUM TUBE MULLION, DIE NO. - - - - 1445 AREA: ORN: JS APRVD: - - - - DATE: 3/1 % /02 DWG N0: WT FT: SCALE: HALF MAIL: - - - - GEN-0452 PREPARED BY: ,PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW, FLORIDA 3274fi PHONE 407-805-0365 FAX 407-805-036fi 6t 0 -t" GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WDW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 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 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 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 #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 & APPLICATION ENGINEERING, INC. 250INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020122 FEB. 19, 2002 02-0217 to off GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WOW. 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 & APPLICATION ENGINEERING, INC. r 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 8054366 CA020123 FEB. 19, 2002 02-0217 DWG NO: 0451 MULLION ANCHOR BRACKET INSTALLATION ANCHOR TYP.) WINDOW FRAME JAMB TYP.) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A- A MULLION ANCHOR BRACKET 0 v a j 0 SUBSTRATE MJLL10N DIE N0. 1446 INSTALLATION ANCHOR TYP.) SEE NOTES a #2 & #3 1— 7/8" SECTION B-B CENT A-L FLORIDA B. 0. MANUFAC TUMH rYA oEXTERIORELEVATION - E tiv MASTER FILE # 5' NOTES: 03 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 ALUMINUM CO 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 DETAIL 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 WOOD AREA; - - DRN: JS APRvO: ----+ DWG ATE: FRAMING.wr/PT: SCALE: HALFMATL: NO: G _-• PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HLA-1-. rwRwr 111- -1-11 .- -- SHIM A —O'C INS7:.LLAT!CN ANC.CR SHEATHING (SEE NOTES) R2 SC<E`J BY OTHERS CAULK BETWEEN ll lDOOR FLANGE TWO BY VOCG L SHEATHING BY OTHERS iv I w I V 1/a- MAX. SHIM SPACE DOOR VIDTH SLIDING GLASS DOOR FRAME JAMB pS3 I-1/8" MIN. EMBEDMENTSTUCCOJ TEMPERED GLASS OR SIDING (TYP.) BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK By OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS (TYPJ, DOOR HEIGHT SECTION B-B Lo ID A VDEkS _ SLIDING GLASS DCGP..FRLSILL D 1 5j5- MAX. SHIM S=ACE TWO BY WOOD 1-1/8 MIN BY OTHERS En3EDnENT INSTALS-ATIGN 8 SCREW AINCMER 7 WC IT WOOD Y OTHERS CAULK BETVEEN SHEATHINGP SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP SEE NOTES) INSTALLATION ANCHOR Re SCREW CAULK. BETWEEN DOOR FLANGE L SHEATHING L— SHEATHING BY OTHERS TEMPERED GLASS — STUCCO (TYPJ OR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK SHEATHING BY OT HERS STUCCO OR SIDING BY OTHER5 HOOK STRIP DE TAIL 1-1/8" MIN. EMBEDMENT MITFS. . 1) DOOR MATERIALt µUNINU1 ALLOT 6063. 21 1' INSTALLATION SCREWS MUST 3E OF SUFFICIENT LENGTH TO ACHIEVE Mlw EMBEDMENTOF1-1/8' INTO VO01 TAPCDN TTPE INSTALLATION ANCHORS AT SILL OUST BE OFSUFFICIENTLENGTHTOACHIEVEIN. EMBEDNCNT Or 1-11" INTO -SONAT R CONCRETE. 3) INSTALLATlam ANCHOR CHART CH 3Aa Cr THIS SHEET. - T. A) US SIL ICONIZED ACRYLIC CALL 9EMIND DOE" FLANGE AT HEAD L JAMBl. 5) USE SILICCHIZED ACRTLIC CAULK FOR PERIPETER SEAL AROUND EXTERI(39 OF CCUR6) IF EKACT 06 SIZE IS HOT LISTED IN ANCHOR CMARI. USE AHCmM DVANTI:TT LISTED WITH NEXT LARGER SIZE. FCR THE APPROPRIATE DESIGN PRESSURE REO'0. T) FOR POCKET DOOR SIZES USE CLOSEST 3TPASS DOOR SIZE L EDKIGURAIIO- TO FINISHED OENIR4PLACEINSTALLATIONANCHORS. IN FRONT OF NOCK STRIP AS SHOWKB) GLASS THICKNESS NA' VARY PER REQUIREMEMTS OF AS1N E1200 GLASS (MAGRTS. 9) DOOR UNIT IS APPROVED USING TEHPERED GLASS IN SINGLE GLAZED OR IMS:ULATtHO GLASS. 10) JAM3 / SILL CORNERS ARE TO 3E SEALED WITH A SMALL JOINT SEAN S(ALEP- 11) SHIM AS REO'D. At EA. SET Or IHSTµLAIION ANCHORS HAx. KLOVAII( SHIM STaEK TO 3E 11". 13) µt INSTALL ATIOM ANCHORSNO MUST N MADE GF CREPRESENTSRESISTANT MAT(P_PPRG17) WHERE •X• REPRESENTS MOVING vaH[L ANO '0• RCPAEi(nti fIzED PA/(L Ar•PPRGVED 1 CDNFIGURAT(CMS ARE AS LISTED GM ANCHOR CHART CM 3ACK OF THIS SME'i-. EXTERIOR E L E v ^ I I U\I 1A) HOT ALL CONFIGURATICNT LISTED A30VE ARE SHOWN 0- THIS DRAWING. Ww/EWER INSTALLATION r• OF 'A -A'• '3-3• L NOOK STRIP DETAIL APPLY TO INSTALLATION PALL APPROVED D En 3EDME NT CDTVIGURATICNi. 1 f d 1-I/i' FLORIOA EKTRUOERS INN RIES SLIDING GLASS -DOOR iS SMOVK THIS PRIf T µSO APPLIES T72PANELDOORSHGVN2000SERIESAND500SCREES O ° J D LI?ERALLY APPLY CAULKING UNDER SILL IORSETSILL. IN BED !NSTAL L.A IE:N ANCHOR / OF C3NCRE?E 3/15 DIA. TAPccN SECTION A- FE 12002 REVS DESCRIPTION DATE I INI P L P I D A EXTRU DERS IN T. INC. SA.NFORD FL. TITLE: SLIDING GLASS DOOR i I INS I A L LA. TIFjN WITH: =O SCREWS i I DP.H'Y SY:93 I A?FP.JVED BY: ATE: 112. ':1%G; !SCALE' NT; DWG=.'LExDCc? rc CONCRETE OR SHIM, -S PE'C'D _ MASONRY OPENING (SEE NOTES) BY C'iH:E-S CAULK BETWEEN DOOR FLANGE L V00D SUCK CAULK 3ET WEEN PERIMETER WOOD BUCK L CAULK BT MA SY. OPENING OTHERS 1 BY T HEk$ STUCCO By GTHER% INSTALLATION ANCHOR RB SCREW (TYP. WHERE — TAP CONS ARE NOT RED'DJ SLIDING GLASS DOOR FRAME SILL INSTALLATION ANCHOR 3/16' DIA. TAPCCN INSTALLATION ANCHOR KB SCREW (TIP. WHERE ONE BY WOOD iAPCCNS ARE NOT REC'D.) BUCK BY OTHERS r 1 1/4' MIN. I EMBEDMENT AIDING GLASS DOOR FRAME 1/4' MAX. JAMB D - , SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPEREDGLASS (TYP.) DOORHEIGHT D EMBEDMENT A ]-I/4' MIN. D L13ERALLY APPLY --'' CAULKING UNDER SILL OR SET SiLL IN BED INSTALLATION ANCHOR CF CONCRETE 3/16' DIA. TA.PCON C•r-r7into A_A TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS f- S.G.D. WIDTH I— MAX. SHIM SPACE 1 1/4' IN. I - EMBEDMENT ONE BY WOOD I BUCK BY OTHERS CAULK BETWEEN d WOOD BUCK L MAS'Y. OPENING BY OTHERS SHIM AS RE O'D. SEE NOTES) 41 INSTALLATION ANCHOR 3/16' DIA APCON - CAULK BETWEEN DOOR FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPCON SLIDING GLASS DOOR . HOOK STRIP CONCRETE OR MASONP•Y OPENING BY OTHER$ ;7 CAULK BETVEEN WOOD BUCK L MAST. OPENING BY OTHERS d CAULK BETWEENrHOOKSTRIPL d / WOOD BUCK 1-1/4' MIN. EMBEDMENT a T IiIIL — a T IN' BY WOOD RS JBUCK BY OTHERS STUCCO 7 BY OTHERS 12i6dj'PliMMI B.O.A.F.TEMPERED GLASS % AINIE TYP.) SECTION B ACT1URER SLIDING GLASS DOOR 1 •c a 4 S INTERLOCK MASTER FELE# S HOOK STRIP DETAIL BDTi.$. - N DOOR MATERIAL, ALUNINUN ALLOY 6063. 2) TAPCOH TYPE INSTALLATION ANCHORS NU BE OE SUFFICIENT LENGTH TO ACHIEVE KIN. CnBCDNEW OF 1-1/4' INTO MASCNR OR CONCRETE. J) ALTERNATE 7APCDN INSTALLATION ANCHORS FRONT TO BACK IN ALL FRAME HINBERS. 41 TAPCON ANCHOR CHART ON BACK Or THIS SHEET. 51 USE SILICOMIZE ACRYLIC CAULK BEHIND DOOR FLANGE AT .HEAD L JAMBS. 6) USE SILICDN12ED ACRYLIC CALK FOR PCRIHTER SC AL AROUND ExT ERIOR or DOOR 7) IF EXACT DOOR 112E IS HOT LISTED IN ANCHOR CHARI, USE ANCHOR OUAKIITY LISTED WITH NEXT LARGER S12E, FOR THE APPROPRIATE DESIGN PRESSORE REO.O. BI rDR POCKET ODOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO'rinlSHEO OPENING PLACE TAPCENS. iN FRDHT Or Hurl( STRIP AS SHOWN. 91 GLASS THICKNESS MAY VARY PER REDUIREHEHTS OF ASTM E1J00 GLASS CHARTS. 10) ALL FACTORY APPLIED HOLES NOT DESIGN AICD FOR TAPCDN ANCHOR SHOULD BE FILLED WITH .B SCREW: OF SUFFICIENT LENGTH TO PROVIDE KIN 5/B' EnBEDHENT INTO WDOD BUCK. III DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GL A2ED DR INSULATING GLASS. le) JAMB / SILL CORNERS ARE TO BE SEALED VIIN A SHALL HINT SEAM SEALER. IJ) SHIM AS RC O'D. Al CA. YCT pF INSTALL AiION ANC HCRS. MAz ALLCvABLE SKIM 'TACK TO BE 1/4'. 14) ALL INSTALLATION ANCHORS MUST BE WADE Or CORROSION RESISTANT HATER; S. IS> 'HER [ •z' REPRESENTS NOVING FAHCL AND 'D' REPRESENTS rIXED PANEL APPROVEDCDNFIGURATIONSAREASLISTEDONAHCHDRCHARTONBACKOFTHISSHEET. 16) NOT ALL CM)F)LURAIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLATIONEXTERIORELEVATIONSECTIONS '.A -A• -B-PI L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED Z PANEL DOOR SHOWN CONFIGURATIONS. 17) INSTALL SINE TAPCON IN EACH PAIR Or FACTORY APPLIED IN--i-LATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR CHART. SEE BACK OF TKIS SHE T. ISI FLORIDA Ez7RUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 20M SERIES AND 5DO SERIES. REVI DESCRIPTION I DATE INI FXTRUDEP,SF L P I D A IN T. INC. SANFGPD FL. TITLE: SLIDING GLASS DOOR I I INSTALLATION WITH TAPCONS DRAWN BY: BB I APPIROVED BY: i i 1 n.•nr.1 li.ll1; Icr •r. NiC n), .. rrVnn^ TAPCON ANCHOR. CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF 70 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 406E xx, Ox, 10 48 X 80 3 3 3 4 a a 3 3 4 5068 Xx., OX, X 60 X 80 3 3 3 4 4 4 3 4 4 6068 XX, OX, X 72 X 80 4 4 4 4 4 4 3 4 5 068 xx, X. x0 96 x 80 5 5 5 4 4 4 3 4 5 10062 XX. Ox, xO 120 X 80 6 7 ) 4 4 4 3 4 5 I 1 I F6080xx, OX, XO 96 X 96 5 5 5 5 10080 XX Ox, x 120 x 96 6 A 7 ( > 5 5 5 a 6 50100 Xx, OX, XO 60 X 120 3 3 3 6 6 6 5 6 7 60100 xx, OX. xO 72 X 120 4 4 4 6 I 6 6 6 I 7 I 8 80100 Xx. OX. X 96 X 120 5 A 6 6 7 (DI) 6 8 9 9068 OXO 109 1/8 X 80 5 5 6 4 a 4 3 4 5 12068 OXO 145 1/8 X 80 7 17 9 (D2) 4 4 4 3 4 5 15068 OX 191 1/8 X 8o 8 10 O 11 (D3) 4 4 4 3 4 5 9080 Ox 109 1/8 X 96 5. 6 5 4 6 6 12080 OX0 145 1/8 X 96 7 18 D1f 9-''S 2):'' YS='S 5 4 6 6 15080 OXO 181 1/8 X 96 8 5 5 5 4. 6 6 90100 OX 109 1/8 X 120 5 5 6;.+.hti 6-... n51 7i5 Dll 6 I B 1 0120100 OXO lay I/8 X 120 7 6 6 7 (DI) 6 8 10 9068 XXX 106 5/8 X 80. 4 4 -° A 3 4 5 12068 xxx 142 5/8 X 80 7 7 8 (D1) a . 4 4 "; 1,;4 3 4 II 5 15068 Xxx 178 5/8 X 80 8 O q 4 4 3 4 5 9080 XXX 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 XXX 142 5/8 X 96 7 8 (D1) 9 02) I 5 5 5 4 6 6 15080 xxx 178 5/8 X 96 8 11 ( 3) 13 5 5 5 4 6 6 90100 xxx 106 5/8 X 120 5 I I 120100Xxx1425/8 X 120 7 np n (n 6 6 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 (Dl) 4 4 4 3 I 4 I 5 16068 OXXO 191 5/8 X 80 9 10 (DI) 12 (D3) 4 4 4 3 4 5 t d uXXu 1 )/ij X 7b b 6 7 (DI) 7 b b OXXO ta3 S/8 X S6 I7 12> 5 I5 S IJ412080 I6II616080 OXXO 191 5/8 X 96 9 1 (nI) 14 (D5) 5 5 5 a 6 6 OXXO 14 5/8 X 120 6 120100120t00OXXOia35/8 x 120 I7 19 (D2) I 10 (D3) 6 I 6 17 (D1) I 6 I 8 I 10 160100 OXXO 191 5/B x I20 10 (Dll 13 (D4) 16 (D7) 4+6 6 7 (D ll 6 8 10 10063 xxxx 11 1/4 X bu 6 6 6 a 4 4 4 5 1189 19 110 8(DD4) II 14 I 3 I 4 5 16068 xxxx 1/4 X 80 DI) D2) 127 444510080 xxxx 11 1/a x b 6 7 (Dll 12080 XXxx 1141 1/a X 96 7 8 (D1) 9 (D2) I 5 5 15 I a I 16080xxxxi891/a X 56 S <D1> I- (D4) 3 (D> 5 5 5 6 6 100100 xxxx I 117 1/4 X 120 6 6 DI) 6 6 DI) 6 8 IO 12o. 00 xxxx i-.1 1/ . x !20 7 I6 (DI) IIO (D3) 176 6 I17 Dll 6 II /8 I 10 I50100 XXXX I) 185 1/4 X !20 i0 (D2> 13 (D5) 5 <D7) 6 7 <-1) E 0 v , n ii Fc z 4 ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO-D, IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'D1' THPU 'D7' DESIGNATES IN WHICH SIZE & CONFIGUPEATIONS TWO TAPCONS ARE RE O' D. 2) ' DI- MEANS, INSTALL TWO TAPCONS 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 1N 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. JAMB 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. SECONDLY, AT EACH END OF JAMBS NEAR HEAD & SILL CORNERS. O LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A & B. r -- ' 1 EXTRUDERS Of 1 L A INT. INC. SANFORD. FL. ITCE' SLIDING C-LASSDOOR. TAPCON G_=SS CHAPI 07- 4/6 E Ci L Irx[ N.TS c.cF__x70 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES 19.125 26.500 30.500 37.000 48.000 53.125 WDW. WTH. >EWDW. HGT. V 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 #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 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 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 B APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 I FAX 407 805-0366 yy CA020036 JAN. 11, 02 01-1201 SEE NOTES DWG N01 GEN-0453128. #3 D d MULLION INSTALLATION ANCHOR ANCHOR nBRACKET (TYP.) ° U WINDOW FRAME SILL 8 SELF TAPPING TYP.) SMS CTYPJ MULLION 1-7/8" ANCHOR INSTALLATION BRACKET v ANCHOR CTYPJ a MULLION v DIE NO. 1447 M T PR . s,. SUBSTRATE AC'R N e MULLION a ClRL L U DIE N. '1447 1-7/8" WINDOW FRAME HEAD OiA TER FILE # 6 v TYP.) v SECTION B-B v SECTION A—( 1 NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE CH MULLION TO WINDOWS HEAD TO SILL. SUBSTRATE WITH 3/16' DIA. EXTERIOR 2) IN MASONRY CONSTRUCTION, ATTA 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 3 OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS, GENERAL ALUMINUM CEIRP, CARROLLTON, TEXAS TITLE' FIN HORIZ NAL MULLION INSTALLATION DETAIL `+ i ` t= ALUMINUM TUBE MULLION, DIE NO. 1447 s r, ac AREA DRN BB APRVDi VA'3/17/02 EEEVATIN ,.WGN zjfVT/FT, ---- SCALE, ---- - HALF MAIL, D GEN 0453 VG r _' yPRfpARE 4. YVPACIOUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKVY., HEATHROV. FLORIDA 32746 PHONE 407-805-0365 FAX 407-803-0366 GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM MULL SPAN> WDW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020040 12Jan-2002 01-1201 DING N0: 0450 MULLi1 ANCH, BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP. ) 8 SELF TAPPING SMS (TYP.) IV] ULuvI'I DIE NO. 1448 SECTION A- A MULLION ANCHOR BRACKET MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) i v ° SEE NOTES 2 & #3IIQ110 v -----77L-4-- 7 / 91L' T vMEMANUFACTURERN`` EXTERIOR ELEVATION MASTER FILE3t- NOTES: 1). MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP . 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 DETAI_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 k 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: DRN: APRVD: W: - - - - GATE: 3 /1 7 i` SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1.-3/8' MIN. EMBEDMENT INTO WOOD I FRAMING. WT/FT: ---- SCALE: HALF MATL: ---- DWG NO:GEI PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY, HEATHROw, FLORIDA 32746 PHONE 407-605-0365 FAx 407-,:5-C `6? 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 #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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q Z,?/ 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 3.78 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 Ff - : ass 1. TESTED IN ACCCRDAT'CE WITH STANDARD BUILDING CODE, O-IAPTER 17. TO A POSITIVE AND HEOATIVE 37.9 PSF. 2. DASH NLA6ERSo REPRESENT VARIOUS SECTION HEIGHTS. 3. FOUR SECTION 7' HIGH DOOR SH7". 8' HIGH DOORS HAVE FIVE SECT DNS 4. S VT ICN HEIGHT OF 20.812, 19.00 3 16.75-ARE AVAILABLE R AND MAY BE USED IN DOMINATION TO AD4IEYE VARIOUS HEIGHT DOORS. 5. DA30SSW!'NT PATTERN OF 14.50 X 20.375 SHOWN. ALTERNATE PATTERNS OF 12.50 X 43.375 AHD 12.50 X 20.375 MAY BE USED. 6. TORSION SPRINGS SHDWN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS BRACKET. REF. P/N 405964-0002, ON 8' HIGH DOORS ONLY. 8. W(HDDW MAY BE INSTALLED IN THE TOP SECTION OR THE SECTION IM.EDIATELY BELON THE TOP SECTION. - 2• X 6• WOOD JA66 2• X 4' WOOD JA69 OR EQUIVALENT M 405964-0001 I 1/4• TRACK BOLT 5/16 X 1 3/4• 5' REF LAG SCREW _ DETAIL 'E* e. SCALE: 118 3 1/e 1 2• X 6' WOOD JMB 2• x 4 WOOD JAWS "D"^T OR EQUIVALENT IIZONTALTRACJC k COUNTERBALANCE 12 R iP71CTJAl SPLICE IN HORIZONTAL TRACK ATTOPOFRADIUS D' 405964-0002 c I I I 01'FN 11G HEllilTNIN)S 11' 0002 a 9. THE STRUT PLACEMENT ON DOORS OONSTAUCTED WITH 5 OR MORE SECTIC!S (,Jp j yy NGE A REY f CONSIS=ENT WITH T11E DOOR $HDYN. THE STRUTS FOR THE ADDITIONAL IN1E7 EDIArE B REY f SECTIONS ARE TO BE 'PLACED AS SHOWN ON THE THIRD SECTION' I'( C C REYf 10. REDUCEDR ESTRUTIDBYIFE RIFT DERENCE BETWEENAILLINC ACTUALSECTIONSECTION HEIGHTLESS THAN Bt220 ASTER FolLE Sig 11. SCREW PM 605911-0001 IS A 114' DIA X 5/8' LONG TYPE AB HEX HEAD WETAL SCREW. 12. STRUT PLACE" NTS CAN VARY 33'. i®ei oo 13. pUANTITY FOR LOCKS CAN BE 0. 1. OR 2. TRAGIC END HINGE i \ 1- 1/ 2' REF A II \\I - DnD ISECTION 'C- C" 400650-0002 948 HS- 2 TYPICAL 3. PLACES __-__ ..__.. _.._. 16450-0003 ._._ _ R.._ ._.... 36.00 j 5.00 _ 2.Q93 407605-0002 TYP 2 P LCS 061166-0000001 7 { E' VIEW ' D-D• 2' TRACK 049 TH( ( VERTICAL) STANDARD TRACK DETAIL FOR 9' SCALE: 1/ 16' - I' SERIES 280 T1-RU 289 ARE EQUIVALENT CONSTRUCTION 25GA STEEL SERIES 180 ARE SAVE CONSTRUCTION AS SERIES 280 ONLY 24GA STEEL AND END CAP. rrY)P TFr7F() WAS 291 SERIES. 405771-0001 061166-0002 DOOR WIDTH CENTER STILE ENO STILE ROLLER T BRACKET9' STRU7Sj/ SECT. ROLLER VERTIALTRAOC J L AADDT) HARDWARE 1 SINGLE I YES 2, 2* X 7118' 049' 113 ROLLER SHNF BRACKET 405742- 0001OPTIONALWINDOW DETAILIA SCALE:3/ 32 PE "TEl ANCHOR- INOANCH/ "4 4 INTERIOR ELEVATION SCALE: 1/ 14*-1' m o Ia s wpra tmwlor r in.w rs Iban s ewo+ mYwu iw .. ,a aWn we lora rosy ra AK Mtn m Rwm w.: Rot Ye IOa0.tm a uut ro rw.eue r ....f o maum wao n ee44 K t]YIO w etriw(Ao msw fwM.tiw tMw rt Mt Mil Y .M 1K. - DETAIL "F" SCALE: 1 / 4 IS' WIDE) 400650-0004 HS-0 TOP ONLY401199-0001 TYP 2 PLCS 061166-0002 TYP 2PLCS7-0• SHOW) I.UX. HEICiiT. 75' 161601- 0000 < q 2- 66A- p SEE NOTE 4TLRE I AGE T 1 7/ 8• THC. SECTION 'ArA" SCALE: 1/ 4 a 80 - 0' WAX. l i 2 7/16 jr 0 0 070 MIN P/N 401199-0001, TOP FIXTURE ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 END CAP P 408794- 1, 2.3 ST ON Too IES D ON 2BO SERIES 2 9/32 t—.070 MIN F— 0o5,0 3 3/16 0oh 7/16 P/N 407603-0001, CENTER HINGE STEEL DOORS ATTACH TO DOOR WITH 4 SCREWS PM 605911-0001 SECTICN 'B-B, STEEL -STRUTS 9• WIDE DOQSI 091 MIN-r•7F.- A D 0 3 9/16' I 0J-O JI_0I F----2 7 / 16' P/N 405771-XXXX BOT. FIXTLRE FOR 1801280/2901390 SERIES ATTACH TO DOOR WITH 3 SCREWS P/N 605911-0001 118 2.25 {.- LENCTH = DOORWIDTH- T•--ry 1 7`/8 --- 5/ 8 MIN. Tw. P/ N 400650-XXXX, ROLLED HS-X STRUT ROLLED HS STRUT CHART PART l,L.ti6ER MIN. THK. STRUT 400650- 0002 .050 HS-2 400650- 0004 .020 HS-0 O O 0 2T 1/16W' Oo 4 5/8• L_ o00 P/ N 061601-0000. SLIDE LOCK ASSY O O I I 2 1t2' H 4 3/8•—.{ r-1-1 3/4' H 2 9/32 070 MIN 3 000 J 3/16 OO23/B' 108 MIN— 108 MIN+&- P/ N 405964 k 046450. BRACKET, SCAB P/N 405964-0002. BRACKET, SCAB JOINT PAIRT. NAeUt 1 -L• 405964- 0001 3-1,14' 046450- 0003 1 4• SC- 46 &Z4CKET OErA/LS ATTACH TO DOOR WITH 2 SCREWS PM 605911-0001 5. 6© P/ N 407605-)000(. END. HINGE STEEL DOORS PART NJ.@7t •H• 407007- 0002 .43407603-0003407605-0005 1. 80 s ATTACH TO DOOR WITH 4 SCREWS P/N 605911- 0001 7 /t8' DIA M-- 5 1/8•—.{ I f 7 9/18 REF 7/16 1 11J/16' DIA 1 1 1 13/16 CIA REF 7/161-4 - - 7/ 16 DIA. REF. PIN 061166-0002. ROLLERASSY. P/N 061166-0001, ROLLER ASSY, TR-3 sm ,ax1Is0 t, sew4or emr mlaura alA s.,.,o.o m mcira i.- .? M.YOINIS 280 do 180 12118/ 7 RASI, TL DR. 9'-0' alww s erolao mo. ,rw woi w FA WArEAL]HDAVIDa, r.+w. uworm02/19/ I 1v TESTED IN ACCORDANCE WITH STAN1Mm BUILDING CODE. CHPPTER 17, i0 A POSITIVEANDNEGATIVE37.5 PSF. 2 DA94 NUeERS REPRESENT VARIOUS SECTION HE104TS. 3. FOUR SECTION 7' HIGH DOOR SHORN. 8' HIGH DOORS HAVE FIVE SECT IC S. SECTION HEIGHT OF 20.812.'19.00 It16.75 ARE AVAILABLE AND µAY BE USED IN C0431NATICN TO ACHIEVE VARIOUS HEIGHT DOORS. 5 p,90S SENT PATTERN OF 14.50 X 20.375 50'MN. ALTERNATE PATTERNS OF 12.50 X 43.375 MO 12.50 X 20.375 MAY BE LSED. 6. TORSICN SPRINGS SHOWN. EXTENSION SPRINS AVAILABLE. 7. USE THIS BRACKET, REF. PM 405964-0002, ON 8' HIGH DOORS ONLY. 8. WINDOW MAY BE INSTALLED IN THE TCP SECTION OR THE SECTICN IM.mI ATELY BELOW THE TOP SECTION. 2' X 6• WOOD JM9 OR EWOOD JAA9 OUI V. N 405964-0001 1 1/4• TRACK BMT 1 5!16 X 1 3/4" 5' REF LAC SCREW f DETAIL "E" SCALE: 1/L 3 2' X 6• WOOD JA6 2• X 4' WOOD J/W9 OR EOJIVALwT HgRI ZONTAL TRACK COUNTERBALANCE _ tR \OPTIONAL -SPLICE IN HORIZOVjAL TRACK AT TOP OF RADILIS D" 9. THE STRUT PLACDvENT ON D0qtS CONSTRUCTED WITH 5 OR ACRE SECT IO;S RUST -BECChSISTEP.T WITH THE OCR SHOW4. THE STRUTS FOR THE ADDITIONAL INTER.EDIAT (' y- SECTIONS ARE 10 13E PLACED AS SHORN ON THE THIRD SECTION .J 4 Ty e 4 x10. THE STRUT PLACEI.ENT DIMENSION. ON ALL SECT IQS SLESSTHAN20.812' MUST REDUCED BY THE DIFFERENCE BETWEEN WTHEACTL SECTION HEIGHT t 20.812'. IT. SCREW PM 6059/1-0001 IS A 1/4' DIA X 5/8' LONG TYP AB HEX HEAD METAL SCREW. 12. STRUT PLACEMENTS CAN VARY 0" . 13. OLINTI TY OF LOCKS CAN BE 0, 1. OR 2. 061106-0001 \ TYP 2 P4CS 400650-0001 188 HiS-1 TYPICAL 3 PLACES._ 046450-0003-- - I— t-- ......... - ...-- - 36.00 11Q.00 E VIEW "D-Dt 2• TRACK 049 THK (VERTICAL) STANDARD TRACK QETAIL FOR 9' SCALE: 1/16' - 1• - SERIES 280 TNRU 289 ARE EQUIVALENT CONSTRUCTION 25CA STEEL SERIES 180 ARE SAME CONSTRUCTION AS SERIES 280 ONLY 24GA STEEL AND END CAP. DOOR TESTED WAS 201 SERIES. Q OPTIONAL WINDOW DETAI L SCALE:3/32 INTERIOR ELEVATION SCALE: 1/14•-1• K orr ImMIC ,M,IM, O 1MIt DQf ,i K rIOC11i I OANA ® ( f 1t11 • Ib 1 m/p[[ R pO atN WAY) rMM( 11wCY Old. wo Ie mv+m a yr ro rwicAwelreo n>,oIH K u+e rw a mwwtroV .uo. r IYI I MA M K. TRACK END HINGE 1 1-1/2' REF--1 I+- 1I \ 1 (7'-0" SAYIN) MAX. FIE GHT 405771-0002- 061166-0002 Diu er-N E?N SEE NOTE 4 7/8' THK. SECTION *A -A" SCALE: 1 /4 DESIGN LOAD 25 PSF ± TEST LOAD, 37.5 PSF ± k lnrq aaanma MOTES A PEV PER EN 10110 B REV PER EN 10152CREVPEREN101s2 I 2 tt/32' 2.25 LENGTH = DOOR WIDTH 1/B I o 0 0 2 1/16' 091 MIN-- I O TI-ROY 2 7/16 jt . 106 TF1C. O 1 7/ O J 3 9/16' 4 5/8' w 2 25/32 0 5/8 MIN. TF4C. O O O O O p p I I PM 400650-XXXX, ROLLED HS-X STRUT - 2 7116' 070 MIN-4- ROLLED HS 3' S TRUT f}t4RT PM 405771-XXXN XBOT. FIXTURE PART #A3ER MIN. TW. STRUT P/ N 401199-0001, TOP FIXTURE FOR 150/280/290/390 SERIES 400650-0001 .030 HS-1 PM 061601-0000. SLIDE LOCK ASSY ATTACH TO DOOR WITH 400650-0004 .D211 HS-0 ATTACH TO DOOR IVI TH - 3 SCREWS P/N 605911-0001 4 SCREWS -P/N 605911-0001 - I I 1 2 9/32 2 9l32-}'.--I . 070 IN .H. I I -.070 MIN r-1-1 3/4' 1-4 3/8'1 Fes--- t-1 3/4' 000 I ' O _ r I I 3 000 0 0 F,- 72, p H 3 3I/16 Q 3 3/16 000 108 MIN .108 MIN-'{r / 7/ 16 Fes- PM 405964 6 046450. BRACKET, SCAB P/N' 405964-0002, Ei2ACKET, SCAB JOINT P/ N 407605-XXXX. ETD, HINGE RE " D. STEEL DOOERS PART- PIN L' ! R P/N 407603-0001. CENTER HINGE 405964-000t 3-1/4 PART N fiER STEEL DOORS O46450-0003 4• T'd c - G c T R ' 6 6i" F 407e05-0002 .as ATTACH TO DOOR W I TH - ' c 4'^ 407605-0003 0001 so7eos-oa1.10 4 SCREWS P/N 605911 " f t a4a BRApCET DETAILS _ i w 1.] s t, `+ 407605- 0005 1.60 ATTACH TO DOOR WITH F 2 SCREWS PM 605911-0001 [All,'l- ATTACH TO DOOR WITH 4 SCREWS PM 605911-0001 COJI>r: STILE PM 408480-0004.5. ba 5 1/ 8•I I— 7ne• DIA 1 13/ 16'. DIA SITCAP PPI STD4D8794-0001,2.3 ON 180SERIESREO'DON280-SERIES PM 061166-0002. ROLLER ASST. SCREW HS STRUT PM 605911-0001 - 2 FASTEPER/VERTICAL STILE OR _ PM 805879- 0001(SELF-ERILLING) SECTION "B— B" STEhSTRUTS 9' WIDE DOORS) x ea. ta 10ta101 1q1 q IAa iPa /O It4 aNt aaNgM run wwr• tart 1mmq Ar. wataa lcaw w 1K a rottglol s O.o4Oo asw tQyl4 1Mt MQ /J M IK. ' 7 9/ 16 REF 13/16 DIA i —OFF 7/ 16 DIA. T REF. PIN 061164- 0001. ROLLER ASSV. TR-3 v 1' 286 ec 180 ae Y.Im 4"va cccIeT1 rw-A'-O" lam . — ::"-a'- 1L0219/A DDFAII02/19/ 9.0pE}DAVD q 4 1 M I A M I.DADE M IANII-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 40A1 BUILDING CODE COMPLIANCE OFFICE ME•FRO-DAI)C FLAGI.FR BUILDING 140 WEST FLAGLER 51'REET, S[JrI'I-- 1603 MIAMI, FLORIDA 331 3b-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX (305) 375-290S Premdor Entry Systems CONTIL - TOR 1A E.NSINGsEC71ON 911 E. Jeferson, P.O. Box 76 (305)375-2527 r•AN(305)375-:55s Pittskgrgh ,KS 66762 CONTILACrOIz E.:vEolu:I:an:Nr un l,lo 3U5) 375.29GG FAN (305) 375•290S qYo)pplication PRODUCI• CONTH01. DIVISION 305)375-2902 E:\ (305) for Notice of Acceptance (NOA) of: I 72-G339 Entergy 6-8_S-W/E Inswing Opaque Single 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. BCCO 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. - The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.18 EXPIRES: 04/02/2006 Raul I<oangucz Chicf Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFICAND GENERAL CONDITIONS BUILDING CODE S PRODUCT REVIEW C04kINTITTEE 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 Nliami-Dade County, Florida under the conditions set forth above. APPROVED: 06/05/2001 s0450001\pc2000\\templates\notice acceptance cover page.dot Premdor Entry Systems ACCEPTANCE No.: 01-0314.18 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. 00-0321.20 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-W/E Inswing Opaque Single Residential Insulated Steel Door with Sidelites- Impact Resistant Door Slab Only and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1020-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Wood Edge Single Door in Wood Frames with a Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01115101, 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 single door only, as shown in approved drawings. 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 are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall bc. 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 Official or the South Florida Building Code system. SFBC) in order to properly evaluate the install atio ;,v Manuel erez, P.E. Product Co Examiner Product 6trol Division 2 NV K 111 MIN 128 1] ail 'InIfl fik[l il, Iff, WOOD -EDGE STEEL DOOMWOOD PRAME PRODUCT CERTIPICRTIonSHEET 0 1 - DSI - I t LD-a0e: Valid for the following side -hinged door arrangements: apnouE ouans - G,B,, nOMMAL HEIGHT. M. J Single Door with Sidelite Single Door with Sidelite Single Door with 2 Sidelites Double Doors on Hinge side on Strike side DOOR STYLES: FRI 1311 1. 113 __ 0 _1 it _71 I Dal Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel hh goo. y e. 9- panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIBELITE STYLES: 1 03 03 0303 13 03 EM 0303 680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series 23L, 24R,24L Series BP IMPRCT CS MULTI-WE-STL-WO-OP Entergy- EntrySystemsOur continuing q(OMM Of prodUCI irnproveMMI M3k93 spKificatiom design and product details0jecl to change without notice. Premdor Entry Systems ACCEPTANCE No.: 01-0314.18 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD 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 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 scaled 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. 7. 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. S. 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 1, 2 and this last page 3. J END OF THIS ACCEPT NCE Manuel ez, P.E., Product Co xaminer Product Control Division i I i J PREMDOR (ENTERGY BRAND) WOOD EDGE SINGLE DOOR WITH SIDELITES IN WOOD FRAME WITH BUMPER THRESHOLD INSWING) 100, MAX 4' MAX 4' MAX 4' MAX 4' MAX 4' MAX 3' MAX 3' MAX 3' MAX 4' MAX 15' 14' 3' MAX MAX B, r— MAX 4- MAX- j 15' MAXX O.C. 15' MAX O.C. J, 15' MAX O.C. 'A' 15' MAX O.C. 15' MAX 0.c. 6' AX 22' x MAX 15' MAX 64' DLO 15'_15' MAX MAX 8 1/16' ( 14 ON Ist. HIND EMAX14' MA L 15' MAX 43 11/16' TOP OF DOOR 31 3/16' ( TO q OF LOCH ON HINGES KVIKSET DEADBOLTMODEL660SERIES OR HARLOC DEA000Lf MODEL 820 r-5 1/2' KVIKSET LOCKSET- MODEL DL200 SERIES OR HARLOC LOCKSET MODEL 100 ON HINGES MAEl MAX MAXI I I MAX I 15' MA} 4' MAX--j r-- d—t3' MAX 3' MAX NOTES: 3' MAX 3' MAX I.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED 4' MAX 4' MAX 4' MAX' MAX PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2.) THE PRECEDING DRAWINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS, A. W000 FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. B. MASONRY OR CONCRETE CONSTRUCTION WHERE R.H. INSVING L.H. INSVING DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL WOOD BUCK. C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL f"', BY WOOD BUCK, L ANCHORING SCREWS TO BE RIO WITH DESIGN U ositive VHERE VATER INFILTRATION REOUIREMENT IS NEEDED x VHCRE VATER INFILTRATION REOUIRCHENT IS NOT NEEDED INUIAPPRUVED x 67 0 o f x 11 UM 1 1/2 EMBEDMENT INTO WOOD SUBSTRATE OR 3/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT INTO MASONRY, x UNITS SHALL. BE INSTALLED ONLY, AT LOCATIONS PROTECTED BY A CANOPY OR 4, UNIT MUST BE INSTALLED WITH 'MIAMI-DADE COUNTY OVERHANG SUCH THAT THE ANGLE BETVEEN THE EDGE OF CANOPY OR OVERHANG TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS 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 BASE ON SIDELITES, ACCEPT VATER INFILTRATION. 6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE JAMBS AND SIDELITES. 7, DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE iiilssa uIIil4(ICro sit an ni CORNERS ARE COPED AND BUTT JOINED. 8. DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUST INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL, RZ 910 x 1 1/2' MINIMUM EMBEDMENT 14) PER HEAD 6 SILL, (6) PER JAMB ALTERNATE: 3/16' PFH TAPCONS w/ 1 1/2' MINIMUM EMBEDMENT STAPLES a 80 11/16' MAXMAX 48 x 1 3/4' F.H.W.S 3) PER SIDE FROM JAMB INTO THRESHOLD APPROVED AS COMPLYING VOTH Tnl, SOUTH FIRMJVA QUI O15PE bl ., DATEBY _ w Q,u tl I i /fLc PROOU T C NTROL 51VISION C./ BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO, 0 T- 0 3 iy, / 8 9. FRAMES SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ PILE LNIKI Y M 31-1020-EW-I VATER- REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. P1Its a>sr SHEET 1 OF 6 v1s lii«o 1/4" SHIM MAX T--- 3/4' 80 11/16" MAX I INTER-IOR 79 5/16" MAX S F F/ T I n N r-2 BY WOOD BUCK 1 1/4" EXTERIOR MA I LKIALS LIST ITEM NO. DESCRIPTION PART NUMBER COMMENTS Q WOOD HEAD JAMB EW-12 l 1/4' X 4 9/16' MTL, TO BE PINE OR EQUIVALENT 0 COMPRESSION WEATHERSTRIP W- 4 LOCKSCR EN BRAND LOXSEAL 9650 (BRONZE) 30 WOOD STRIKE JAMB W- 0 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 40 ALUMINUM -BUMPER THRESHOLD EW-13 IPREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' SO TOP CHANNEL EW-05 PREMOOR BRAND - 1 11/16' - 20 GA STEEL 6 STEEL SKIN XIX 11EL1 SIQlCM IX PSI26gc. EDIT tX4 -.000 XIX DRWESS PR I[)6CE TEST RIOT IS TPI' O POLYURETHANE FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 lbs./Ft' BOTTOM CHANNEL EW-04 PREMDOR BRAND - l 11/16' - 20 GA STEEL WOOD LOCK BLOCK EW-08 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT ' t0 STRIKE STILE EW-07 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT 11 HINGE STILE EW-06 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT 12 LOCK PREP FILLER PLATE EW-09 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE t3 4'x4' HINGE EW-15 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL t4 WOOD HINGE JAMB EW-11 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT IS 10 x 3/4' F.H.W.S. 4) SCREWS PER HINGE INTO DOOR 16 1#10 X 2' F.H.W.S. 5) SCREWS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOWN FROM 101MAX18' O.C. THEREAFTER 10) SCREWS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOVN FROM TOMAX8' O.C. THEREAFTER 4) SCREWS THROUGH EACH HINGE INTO DOOR JAMB 6) SCREWS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOWN FROM TOP, MAX 15' O.C. THEREAFTER 17 31 1 ' PFH V/MINS V I 1/2 EMBEDMENT OR J/16' PFH iAPCONS V/MINIMUN 1 IR' EMBEDMENTK REFER TO ELEVATION VIEW, FOR N OF SCREWS USED AND LOCATIONS 18 SIDELITE WOOD STILE EV-07 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT 19 118 x 2' F.H.W.S. 2) SCREWS AT EACH STRIKE PLATE 0 LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 0 NOT USED ON THIS MODEL WOOD SIDELITE JAMB EW-18 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 22' X 64' SINGLE PANEL GLASS EW_iq MSIN POLYPROPYLENE FRAME- DC-1643 - (ODL-2 TE/8' PERED ARGLAT MP S R A 5 S1 1/ 4" SIDELITE TRIM (WOOD) EW-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EW-21 1/8' x i' MTL. TO BE PINE OR EQUIVALENT - ITEMS ARE MOLDINGS USEI FOR 'SIDEBYSIDEJAMBS' AS MULLIONS WOOD SIDELITE HEAD JAMB EW-22 1 1/4' X 4 9/16' MTL. TO, BE PINE OR EQUIVALENT WOOD SIDELITE BASE EW-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE LITE FRAME DC-1643, ODL-2 HP Polypropylene by OOL 1#6 X 1 1/2' PAN HEAD SCREWS 18 PER FRAME SCREW SPACING TO BE 3' IN FROM EACH CORNER AND NOT TO EXCEED14' OC THERE AFTER. PIN NAIL 3/4' LONG NAIL, 4' IN FROM END, MAX 8' D.C. THERAFTER, USED ON MULLIONS AND TRIM DOW SILICONE # 995 LIMITS: UNLESS NOTED, FRAC. DEC. ANG. I B I DADE COUNTY MODIFICATIONS I/II/01 JD EXIRUSIONS: UNLESS NO1E0, SIB COM'L. IOL'S. I A hDDED PAGE 5 (DOOR OPTIONS) -Io-T-9e I RC APPROVED AS COu,:'LINIG `A1TH THE SOUTFI BY PRODU ; 1TROLDIVISI11 ON BUILDING CODE COMPLIANCr -- ICE ACCEPTANCE NO. 0 / - D - is R \ - I P. BY R.S. DAZE - - HA1'L: SCALE: PREMDDR ENTRY SYSTEMS 31- 1020-EW-I 911 E. JOSHEET 3 OF 6 PI1iSBl G,KS.KS. 66762 " REVISIONLETTERB 2 BY WOOD BUCK 1/4" SHIM MAX 3/4" I 79 3/16" INTERIOR MAX 80 11/16, MAX 64" MAX DLO 1 3/4" 2 by WOOD 6u(:K SECTION C-C 23 EXTERIOR PLEASE SEE "GLAZING DETAIL" DRAWING 431-1020-EW-I SHEET 2 OF 6 1 1/4' DOW SILICONE # 9 9 5 4 9/16" LIMITS: UNLESS NOTED, FRAC DEC. ANG. 17 EXTRUSIONS UNLESS NOTED, STD. COML IOL'S. APPROVED AS CONIFLYINGYdTH THE SOUTH F`q:WI A BUILDING CODE DR. By R.S. DATE — — CA c JUUNN IL2 BYPREMDUR ENTRY SYSTEMS 911 E. JEFFERSON PRODUqLCONTROLDIVIsi°N PITTSBURG, KS. 66762 BUILDINGCODECOMPLIANCEOFFICEACCEPTANCE NO. BADE COUNTY MODIFICATIONS MATE- RIAI WAS 201 YSTYRCNC ADDED PA6F 5 (D(111R npurINS' ADD SCREVS TO SITE FRAME L MATERIAL LIST 1- 1020-EW-I SHEET 4 OF 6 Evlsm LETTER p 68 3/4- MAX 4' MAX 4' MAX 4' MAX4' MAX 3" MAX-J• MAX 3' MAX 4' MA 1$' 14' MA% MAX 15' MAX O. C. 15' MAX O. C. 15' MAX O. C. 15' MAX DC. 15' MAX O. C. 80 11/16' MAX 6' MAX 3' MAX 4' MAX 3' a' MAX MAX 3' MAX 4. MAx 4' MAX II 14* I MAX i 15' MAX 4' MAX L O J 1 — 4 MAX 14 I —MAX MAX L OTHER, DOOR CONFIGURATIONS 100' MAX 4' MAX 4' MAX 4' MAX 4' MAX 1' MAX J• 14AX 3'- MAX MAX 4- MA4MAX-1 15. 1 MA4' MA 15' MAX O. C. 15' MAX 15' MAX D. C. 15' MAX O. C. 15' MAX a. C. 11 I I I i—MAx 1 4' MAX —I L O O y F-4 MAX 11 14' JI L 14" I MAX II 1115 I 15' MAX15' MAx MAX 15. 1 15- MAYMAYMAXJi MAX 6' MAX 3' MA% 1 4' MAX 3' MAX MAX 3' MAX 3' MAX P MAX 4' MAX 4' MAX 4' MAX No so 11/16, MAX 4 80 tl/16' MAX xa D ? 3 CC: PLYT:G VdTH THE MAX CODE Ei1_ PROD',' - Cr'-' KOL DIVISION 8'!! LOIt1G C^^c COMPLIANCE OFFICE ACCEPTAI ', 0 l —0 3 1 4_ / 9 37 1/2' MAX 4' MAX 4' MAX 4' MAX 3 MAX 14' MAX14' I I —MAX 1 15' MAX 4' MAX L- O. C. 15' MAX a. C. 15' MAX O. C. O 80 11/16, O MAX 15' MAX o c. 15' MAX 6' NIU MIIY INILLM Nu IL0, IRAL. ' DEC ANG I I 1— IONS KESS NOTED, SIR Conk. IOLIS. JODOR ENTRY SYSTEMS 9111. JEFFERSON 1 E-4-,,l 14' _ j 14' MAX MAX 3' MAX 3' MA 4' MAX 4' MAX x 1020- EW-I SHEET 5 OF 6 REVISION LETIER lie 1/2' GLASS BITE GLAZING DETAIL SHEFINTER[OR EXTLK 4 1. 1--1/8' TEMPERED GLASS INTERIOR Jul, I lUN H-H INSWING OTHER CONFIGURATIONS 68 3/4• I 68 3/4• MAX --jl MAX XO AS CO;.1='LY1uG Wiiti THE EINTS, IAESS X SO1JTH Fft r A It I L E I EIT9EIx ULC DATE ((JJjj BY PRODI CT C NTROL DIVISION PREM DBE BUILDING CODE COMPLIANCE OFFICE JUT" PITS ¢ N ACCEPTANCE NO-_ 0 31-1020-EW-1 SHEET 2 OF 6 ffYlSlflT l[IT[P E OTHER DOOR PANEL 36" 1 r- MAX 79 r/16" MAX BLANK TOP 6-PANEL 4-PANEL 4-PANEL STYLES oil! 0 000 ®® ®8® 0 ooa ® U goy 00111101111 ®® 101 pp aoo ®® Da goo 00 9-PANEL 10-PANEL 18-PANEL FLUSH 8-PANEL CROSSBUCK 12-PANEL 4-PANEL EYEBROW OTHER SIDELIIE STYLES 1 1' MAX 79 /16" 0 M X0 0 0- SL-10 SL-20 SL-30 SL-60 SL-51 0o ®o ®o 00 00 ®o 00 0o PD-1 PD-2 PD-3 PD-4 PD-5 o D0 go000a 0 00 5-PANEL 5-PANEL 5-PANEL 5-PANEL , W/SCROLL EYEBROW EYEBROWV/SCROLL g g o 0 o SL-50B SL-69A SL-698 SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-90B 00 0® 00 00 00 00 00 00 PD-6 PD-7 PD-8 PD-9 PD-10 PD-11 PD-12 PD-13 PD-14 111 11 111 icy); II 11 ,i o IIIII, ( 11 Iill 1 1 Ii II 1, II II it II II II i liil 111 111 111 IIIUiPIIIIIIIIIII 'q i, 111 11111I; l II II II it ' _ I III) 'illy I •1 •I I •1 '1 •1 •1 •1 •1 •1 •1 PD-29 goo all oao oao goo ®o 0 PD-35 PD-36 PD-37 ""-38 PD-39 PD-40 PO-41 PD-42 PD-43 a"-43A PD-43B 00UR ENTRY 911 E. IFFERSIIN PITTSBIft6. KS 66762 O 0 SL-90C SL-30B SL-30C SL-70 SL-80 ad 00 00 00 o 0 PD-15 PD-16 PD-17 O^ O z w p O O UM LM n O o w O Un _ U PD-32 PO-33 PO-34 cr ; a h cS m a m 3I-I020-EW-I SHEET 6 OF 6 RMSIDN EEIIER l 5/16' 41 JAMB THROAT 1/2'^ i 1r- B' ,STOP OPENING OPENING I II z PREMDOR (ENTERGY BRAND WOOD EDGE) 3'0"x 6'B" STEEL DOOR IN PREMDORS HOLLOW METAL FRAME (INSWING) SEE NOTE " 16' DOOR LOCK HINGE JAMB 82MAX IIi15/16, I 1 DETAIL 'B' B' TOP 1r I/2' THROAT JAMB INC, OPENING 1 1 9/161/2'J 5/ 8" SEC. ' A" -"A" STRIKE JAMB NOTES! STRIKE LOCATIONS I.) WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2.) THE PRECEDING DRAWINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS. A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY'WOOD OPENING, B. 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 TO CONCRETE OR - MASONRY WITH OR WITHOUT A NON-STRUCTURAL TWO BY WOOD BUCK. 3. REFER TO SHEET FIVE FOR SPECIFIC ANCHORING INSTRUCTIONS IN THE DIFFERENT ANCHORING APPLICATIONS 4. THE HEAD/JAMB CORNERS ARE OF DOUBLE COPED CONSTRUCTION. THE JAMB/SILL CORNERS ARE OF BUTT -TYPE CONSTRUCTION. 5. DOORS SHALL BE PRE -PAINTED WITH A WATER -BASED EPDXY RUST ITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. 1MES SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX WATER -BASED/ DETAIL 'A' t'LR-REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL, DESIGN PRESSURA N VHERE VATER INFILTRATION REDUIRENENT IS NEEDED T VHERE VATER INFILTRATION R( OUIRENENT IS NOT NEEDED 1v F I UNI1S SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHAND SUCH THAT THE ANGLE BEIVEEN THE EDGE CF CANOPY OR OVERHANG ID SILL IS LESS THAN 45 DEGREES. LI CSS UNIT IS INSTALLED IN NON- KABITABLC AREAS VHCRC TIC UNIT AND THE AREA ARE DESIGNED TO ACCEPI VAIN WILIRWIN. 40, MAX I i i MPRCSSION ANCHO KVIKSET DEADSOLT I MODEL 660 SERIES OR HARLOC DEADBOLT MODEL 820 i KVIKSET LOCKSET i MODELDL200SERIESLOCKSET MO MODELEL100100 Ii i i i i i i I I I I I LM, INSWING R.H. INSWING 98 x 2' WOOD SCRE 2) PER SIDE 4 ) TOTAL B' 910 F. H.W.S. OR 3/16' PFH_ TAPCON W/ 1 1/2' MINIMUM EMBEDMENT 36' MAX 8 7/ 61 q OFIS HINGE l 31 3 16' TYP. ON HINGES i A' 31 3 16' q TYP. ON, HINGES TAIL 'A' HINGE LOCATIONS 110-24 X 1/2' F.H.M.S. 4) PER HINGE INTO JAMB nB x 5/6' F.H.M.S. 2) PER STRIKE PLATE APFROVEO AS COMPLYING WITH THE SHERWIN VILLIAMS 850A LATEX SELANT APPLIED SOUTHF DABUILOINGCOOE BETWEEN JAMB L THRESHOLD Q DA E 9 BOTH SIDES BY DETAIL 'B' PROD T ONTROL DIVISI BUIL01, G CODE COMPLIANCE OFFICE ACCFPTANCF Nn 0I -03/ 3 • 0(p fll L tTTM 31-1032- EW-I n SHEET I Or S p(VISB11 L(TTLB I. Herx e4sio' Cates Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member ofthe Florida Surveying and Mapping Society andAmerican Congress on. Surveying and Mapping LINE L 1 L 2 LOT 92 BEAR 1 NGWap of Survey D I STANCE S 89°59'43"W 50.00' N 89°59'43"E 50.00' LOT 91 LI LOT 68 A' GRADINGT--5.500 50. FT. LOT 90 15.3' N COV. o PATIO 24.7 Q) c o NASSAU 1 1 - 1561 o r O ELEV. A.B.0 6 D- O O W/ 4' GARAGE EXTENSION O < - SINGLE FAMILY , m RESIDENCE _ n V oFIN. FL. ELEV: 13.4 V mi LOT 67 n M y LOT 69 6.3' ^ 65'D _ O 14.3' N O O O O 19.3' 13. C1 O o o 0 e 14,NS N L 2 S411FORD 0 0 II 7 P.C.P.— S 89°59 43"W 129.44' --P.c.P. REFERENCED BEARING C.P. I C/L MONROE VIEW CIL VENETIAN BAY CIRCLE TRAIL (50' R/W) RI 50 ' R/W) TRACT "F " PR I VATE ROADWAY RACTTEFROADWAY CITY OF SANFORD LEGAL DESCRIPTION Lot 68. V E N E T I A N BA Y " according to the plot thereof as recorded in Plat Book 63. at Pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone -X" according to the Flood Insurance Rate Map Community Panel Number11202890035E.Dated 0417195 City of Sanford. Community Number 120294) SETBACKS: Max Coverage - 64 Front 25` Rear 20' Fi5 CFf TE DATA Side 5 ' Corner 15' PERVIOUS SO. FT. - 5 1 ' Minimum Lot Width 50' IMPERVIOUS AREA -2806SO. FT. Note: Becti-2 shown hereon are referenced to the C/L of VENETIAN BAY CIRCLE as being S 89°59'43"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i I I e r Engineering. Inc. Job Number 2001. General Notes: Legend 1. This is a BOUNDARY Survey performed in the field on Proposed Temporary Benchmark as O.R.B. Offset Official Records Book 2. No aerial, surface or subsurface utility installations, underground improvements or assumed datum) PB Plat Book subsurface/aerial encroachments, if any, were located. BOW Backofsidewalk Ph Point of Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formbaard. GL AA Centerline Central or (Delta) Angle FCC. Compound CurvaturePointofComp 4. Elevations shown hereon, if any, are assumed and were obtained from approved Calculated P.C.P. Permanent Control Point Construction plans provided by the Client unless otherwise noted, and are shown CB Chord Bearing PG. P.R.M. Page Permanent Reference Monument onlyto depict the proposed or actual difference in elevation relative to the assumedPPP CD Chord PA Property Line temporary Benchmark shown hereon. C.M. Concrete Monument P.O.B. Point of Beginning 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement Rights -of -way of record whether depicted or not on this document. No search of the FINAL EL. FD. Elevation (Measured) Found P.I. Point of Intersection Public Records has been made b this office. Y Fin.Fl. Elev. Finished Floor Elevation PRC. PT. Point of Reverse Curvature Point of Tangency6. The legal description shown hereon is as furnished by client. I.P. Iron Pipe R Radius 7. Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod RAD Radial Line 0 Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. LB Licensed Business R/W Right-ol way O Denotes P.C.P. (Permanent control point) LS. Mee Land Surveyor Measured TBM Temporary Benchmark Denotes Permanent Reference Monument WD(N&D) Nail and Disk TYP. Typical 2003 Herx & Associates Inc. All rights reserved N.R. Not Radial Fence symbol (see drawing) X--X- Fence symbol (see drawing) Certification: Not valid without Lure and the original raised seal of a Florida licensed Surveyor nd Mapp This survey meets the requirem nts of the F 6da Minimum Technical Standards as contained in OUVer 61G17- Florida AdministrativeiCode. 11 , William A. Herx, P.L.S. Florida Registerfl Land Surveyor No. 3162 Darae L. Przemlenleckl, P.S.M. Reg/sfe Surveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 Herx & Associates Inc., State of Florida LB 4937 Drown by: AH Checked by: DP Prepared For: MORRISON Sketch of Legal Description Job Number: 02-017-02 Th i s is not o Survey Scale : 1'- 30' Plot plan performed: 01-30-04 Foundotion Survey: Final Survey: Revisions . TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z22302A Address 1 VENETIAN BAY Address 2 LOT 68 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSI/TPI 1 v v SMYTH LUMBER CO, ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA,FL 32703 407-299-1522 FAx: 407-299-9153 Design Loads Roof: 37 PSF Floor: — Wind: 120 MPH/CLOSED BLDG. WITH REAR PORCH & RAISED ENTRY WIND PRESSURE EFFECTS Engineer of Record MARCOS FIGUEROA OF 580 CAPE COD LANE, STE 9, ALTAMONTE, FL PE#31707 a Or Building Designer: Seal Date: 02-Feb-04 Truss Engineer: William M. Ranieri Alpine Engineered Products Design Software 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: R1 R2 R3 14 5 6 I'27 R8 R9 R10 R11 R12 R13 R14 R15 R16 R17 R18 R19 V1 V2 V3 H1 E1 C1 C2 Q c4 C5 29 Plus Standard Details REVIEWED CITy OF sAmFORD Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers Nft - 4 LCC3UCA - ttl) IH1S UWG NKEPAKLU FKUM LUMPUILK 1NPU1 (LUAU) & UIMENJIUNJ) mbM1IILU by IKUSS MhR. TOP CHORD 2x4 SP #2 120 MPH WIND, 14.32 FT MEAN H'GT, ASCC• 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 w WITHIN 6.50 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. (A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X6= 9-4-0 JAU- 3X6(A1) = 3X6(Al) 1 4-0 1-4-0 ry rr 1 qn-n-n I 9n-n_n I 40-0-0 Over 2 Supports R=1561 U=479 W=8" R=1561 U=479 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD a QTY:7 FL 1 - R - Scale=.1875" Ft. WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REf ER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'ONOFRIO DR.. SUt TE 200. MADI SO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORINI NG 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 F RODUCTS, 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 BP.ACING OF TRUS5ES. 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 GR 40 GALV. STEEL, EXCEPT AS NOTED. AFFLY CONNECTORS TO M M R t'FfC .w4•. C0 eq$ t ND.42704 F 1. 7C Q,S STATE OF jJ. •.. VS<O T C T C BC BC TOTAD. L L D L DL LL 2 O. 7. 10.0 0.0 37.0 O 0 P S F P S F PSF PSF PSF R E F R 3 5 2-- 6 1 9 6 0 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BEND. APOPKA, FL 32703 407.299-1522 DA T E 12102102 DRW SLT SR352 02336120 SLT-ENG WMR SEQN 33584FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER R10Q:r s/ONAI D U R F A C . 1.25 FROM S D YPROFESSIONALENGINEERINGDRAWINGS160A- 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 CERTIFICATE OF AUTHORtzATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Feb o3 u SPACING 24.0" JREF 1RY8352 702 i; LCC.5UCA - KC) TOP CHORD 2x4 SP #2 :T2 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :B2 2x6 SP #2: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6(Al) 1-4-0 r 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5 X 6 =— 2YA Ili 3X6(Al) 1-4-0 r IE 2 0- - D 10 7 0 '1' 2 08 0- 0 , J 10-6-0 jE 40-0-0 Over 2 Supports j R=1561 U=478 W=8" R=1561 U=479 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:2 FL 1 - R - Scale=.1875" Ft. WARNING.. TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND .\ M e T 1. L L 20.0 P SF R E F R 3 5 2-- 6 1 9 6 1BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSSPLATE {' • 7 INSTITUTE. 583 OFUNOFRIO DR., SUITE ZOO. MAOISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO t'FI ••. 11/' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND ICA7ED. 70P CHORD SHALL HAVE PROPERLY ATTACHED `% C!" F T C D L 7.0 P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ` ROOF TRUSS DIYISION *'IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED j N0. 4'1%04 BC DL 10.0 PSF DRW SLTUSR352 02336145 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, `HIPPING, INSTALLING AND 7C APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONStt, NOS (NATIONAL DESIGN STA EOF BC LL O.O PSF SLT LNG /WMR 407- 299-1 522 SPECIFICATION PUBLISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE `(V- T CONNECTORSAREMADEOFZOGAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • V T O hl,. L D . 37.0 P S F S E Q N 33590 SOR10 ? a FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER e:'+•.,,,....• ` PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Htf'1 1 D U R . F A C . 1.25 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS tr {• CERTIFICATE OF AUTHORIZATION #921E3 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 03 SPACING 2 4. 0" J R E F - 1 R Y 8 3 5 2 Z 0 2 ANSI/TPI 1-1995 SECTION 2. LZZSUZA - KS) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 r 14EBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 3X6(AT) THIS DWG PREPARED, FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ;a 120 MPH WIND, 14.06 FT MEAN HGT, ASCw- 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6= 2.5X4 0 2.5X4-Z' 6 r 5 X 6 6 5X6 A) (A) 9-4-0 5X6= 5X10= 5X6= 3X6 (Al) y 1-4-0 H 1_ 19-0-0 12-0-0 119-0-0 1 40- 0-0 Over 2 Supports R= 1561 U=481 W=8" R=1561 U=481 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 a OTY:l FL 1 R - Scale =.1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING ANDI. BRACING. REFER TD HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SU17E 200, MADI SO N, WI 53119), FOR SAFETY PRACTICES PRIOR TO F ERFORMING THESE FUNCTIONS. UNLESS 07HERNISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M R AIF1CgF rGU "'•.j1 T C T C L L D L 2 0.0 7 0 P S F P S F f REFRC /' C 352-- 6 1 9 6 2 S MYTH LUMBER CO. D A T E 1 2 0 2 0 2 lDRW SLTUSR.352 02336121 ROOFTRUSSDIVISION2722 SOUTH APOPKA BwO. APOPKA, FL 32703 407- 299 1522 FAX: 407-299-9153 IMPORTANT** FUP.NiSH 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 AM ERI CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA UNLESS HERW SE L GALE. STEEL, EXCEPT AS NOTED. ONNEY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER i N0,42704 i ZSTATE OF A [" A Pf D(•/•.v R10 •• BC BC TOT DL L L L D. 10. 0. 0 37. 0 0 PSF P S F c PSFFC SL T - E N G / WM R S E 0 N - 33592 DURFAC. 1.25 FROM RH PROFESSIONALENGINEERINGDRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINf. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS VNALEl1' CERTIFIOATE OF AUTHORIZATION#9218 COMPONENTANY SECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 03 SPACING 24.0" JREF - 1RY8352 Z02 kLCC3UCH K4) iii.o vnu "—, " ---... ,.....-. ,, .. TOP CHORD 2x4 SP #2 120 MPH WIND, 13.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #1 Dense :B3 2x4 SP #2: WITHIN 6.50 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6 (Al) 5X6= 5X6= 2.5X4 0 5 X 6 6 r —1 6 2X40 5X6 9-4-0 5X6= 5X8= B3 5X6= 5X6= 3X6 (Al) 1-4-0 1-4-0 t—y ty I 17-0-0 I 6-0-0 I 17-0-0 1 0-0-0 Over 2 Supports R=1557 U=478 W=8" R=1557 U=478 W=8" PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE QTY:1 FL 1 - - R - Scale=.1875" Ft. WARNING'+ TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND A T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 3BRACING. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 587 O'ONOFR ID DR.. SUITE 200. MADISO N, W1 53719), FOR SAFETY PRACTICES PR IOR TO :'P'(F(' F RE ORMING THESE FIJNOTIONS. UNLESS OTHERWISE IND ICA7ED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 3 . r';i T C D L 7.0 P S F DATE 12102102 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. rG Y RooFTRussDrvlsloN "'IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f hi0.42704 B DL 10. PSF DRW SLTUSR352 02335122FRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO *'; * * 2722 SOETT'H 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 i STATE OF BC L L 0.0 P S F S L T - E N G / W M R 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AIJD PAPER ASSnCIATION) k~" TPI. ALPINE prj FAX: 407-299-91 53 CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO _R,O. T 0 T . L D . 37.0 P S F S E Q N - 33594 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER • 1,~ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING , ••• PROFESSIONAL ENGINEERING NAI. D U R. F A C. 1.25 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABILIiY AND USE OF THIS CERTIFICATE OFAUTHORI7ATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 03 ' 03ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF - 1RY8352_Z02 LCC.5UCA - KD) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 3X6 (AT) I HIS UK, KKt!'AKtU tKUM CUMNUiH INYUI (LUAUS & UIMENSIUNS) SU6Mi IItU 8Y IRUSS MFR. 120 MPH WIND, 13.06 FT MEAN IYGT, ASCC- 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X6= 2.5X4= 5X6= 5X62 5 X 6 6 r— (A) (A) 6 A) (A) 9-4-0 2XA III vA— r v$— 9YAIII 3X6 (Al) 1-4-0 1-4-0 I 15-0-0 I 10-0-0 I 15-0-0 I 40-0-0 Over 2 Supports R=1561 U=485 W=8" R=1561 U=485 W=8" PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE a QTY:1 FL 1 - R - Scale=.1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M M RA T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 4BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISH E BY TPI (TRUSS PLATE ," INSTITUTE. 583 O'ONOFR IO DR., SU I7E 200, h1ADIS0 N, NI' S3119), FOR SAFETY PRACTICES PRIOR TO '" ••C FICw.• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ; (` "SA T C D L 7.0 P S F DATE - 12 / 0 2 / 0 2SMYTHLUMBERCO. SiR UCTU1 PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS IYISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j NO.42704 BC DL 10. D PSF DRW $LTU$R352 233h123PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLvO. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND B C L L 0. 0 P S F S L T- E N G W M RAPOPKA,FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS' (NATIONAL DESIGN STATE OAF J / 407-299-1 522 CO NNECT ORSSPECF1ATIAREPMADEUBLISOFD20GA TASTMHE MA653 AC,R40R GAL VESTANSTEEL ER E%CEP7ASSOCIASI NOTED. ON AND 7APPL YA CON HECTORS TO LPINEi s.r• Y ORI.- TOT.LD. 37.0 PSF -SEQN - 33597FAX: 407-299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `'........ - PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `S'YDNAL w D U R f A C . 1.25 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FebO 3 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF - 1RY8352 ZO2 LLC.5ULA - KID TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP ##2 WEBS 2x4 SP #k3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 3X6 (Al) 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X6= 2X4111 5X6= 5 X 6 % 5 X 6 6 6 9-4-0 9Xd III VYr;XAxA 2X4111 3X6 ( Al) 1- 4-0 1-4-0 y ry I 13-0-0 I 14-0-0 I 13-0-0 _I 40- 0-0 Over 2 Support R= 1561 U=488 W=8" R=1561 U=488 W=8" PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:l FL - 1 - R - Scale=.1875" 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 D'ONOFRIO DR.. SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTH ERNISE INO ICA7ED. 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 IMPORTANT** INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO R, C._ TIFIr. F ' i i N0.42704 T C L L T C D L BC DL 2 0.0 7. 0 10. 0 P S F P S F PSF R E F R 3 5 2-- 6 1 9 6 5 DATE 12102102 SMYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 02336124 SLT- ENG WMR 2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407- 299 1522 FAX: 407-299-9 1 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTiORIZATON #9218 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS P, NOS (NATIONAL DESIGN SPECIFICATIONPUBLISHEDBYTHEAMERICANFORESTANDCAPERASSL'rIgTION) CNTi TPI. ALPINE CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLV CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS FER DRAWINGS 160ITLELY A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILY SOFOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1- 1995 SECTION 2. STATE OF f O R1O V, y... . IVAL Fp b 03 ' 03 BC LL TOTT L D. 0.0 37.0 PSF P S F S E O N 3 3 6 0 3 D U R . F A C . 1.25 FROM R H SPACING 2 4. 0" J R E F - 1 R Y 8 3 5 2 Z 0 2 k LCC3UCN - K / ) 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. 3X6(Al) 5X6= 2.5X4= FHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. o, 120 MPH WIND, 12.06 FT MEAN HGT, ASCf 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. WHIMM Z[:18 2X4 2X4 0 6 r 6 9-4-0 FXR= YF- L YS2- 3X6 (Al) ti ty L_ 11-0-0 I 18-0-0 I 11-0-0 I 40-0-0 Over 2 Supports R=1561 U=490 W=8" R=1561 U=490 W=8" PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:l FL 1 - R - Scale=.1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL FA NELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. R t IFl j••. i J `•' %'• [•7w t G ; ' T C T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 6 1 9 6 6 SMYTH LUMBER CO. DATE 12102102 DRW SLTUSR352 02336125ROOFTRUSSD1vIs10NIMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED n2sN0.427y4 I{{ BC DL 10.0 PSFPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Y 2722 SOUTH APOPKA BLVD. 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 NDS (NATIONAL DESIGN s STATE OF J• BC LL 0.0 PSF SLT-ENG WMR 407-299•I 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX; 407-299-91 53 CONVECTORS ARE MADE Of 2OGA AST A653 GR40 GALE. STEEL, EXCEPT AS NOTED. AFFLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER np`hy R`O•• VsjA` TOT. L D . 37.0 P S F S E O N 33601 D U R F A C 1.25 FROM R HPROFESSIONALENGINEERINGDRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING VV {• CERTIFICATE OFAUTHORElATTON s9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Feb 03 'U3 SPACING 24.0" JREF 1RY8352 ZO2 LCC3VCH - KO) 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. 3X6(A1) 5X6= 2.5X4 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X6= 2.5X4= 5X6= 2 X 4 2X4% 6 r 6 9-4-0 3X8= 5X6= 5X6= 3X8= 3X6 (Al) 1-4-0 ry I 9-0-0 I 22-0-0 I 9-0-0 I 0-0-0 Over 2 Supports R=1561 U=493 W=8" R=1561 U=493 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:l FL 1 R - Scale=.1875" Ft. WARNING"' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M e T C L L 20. 0 P S F R E F .R 3 5 2-- 6 1 9 6 7BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TFI (TRUSS PLATE '1 INSTITUTE, 583 D'ONOFRIO R. SUITE 200, ER I MADISOE I NO N, WI 5J 719), FOR SAFETY PRACTICES FR IOR TO '(IFI • // S MYTH LUMBER CO. STRUERFOCTURAL PANELS. BOTTOMCTIONSCHORDUNL ESHAOLHHAVESA PROPERLYA11DATTACHE0 RIGIDACEILING. LL HA FROPERLY ATTACHED `tG C4r F T C D L 7. 0 P S F DATE 12102102 ROOF TRUSS DMSION IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO.42%O4 ' BC DL 10.0 PSF DRW SLTUSR352 02336126 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. BRIEFING, INSTALLING AND 7C d B C LL 0.0 P S F S L T - E N G / W M RAPOPKA,FL 32703 BRACING OF TRUSSES. THIS 0 SIC,N CONFORMS WITH APPLICABLE PROVISIONS NOS (NATIONAL DESIGN STATE OF t 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSIJCiAT1ON) AD TPI. ACC INE S O R,OP(V T O Z,. L D. 37.0 P S F S E Q N - 33605 FAX: 407.299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSiT10N CONNECTORS PER '' PROFESSIONAL ENGINEERING DRAWINGS 16G A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NAI.E OUR . F A C 1.25 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9210 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 03 SPACING 2 4. 0" J R E F - 1 R Y 8 3 5 2_ Z 0 2ANSI/TPI 1-1995 SECTION 2. kLt c,JUKA - KJ) TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #1 Dense: BOT CHORD 2x6 SP #1 Dense lMl WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. I nIJ uwu Ft(L-'AKtu -Kum l.vmvuILn IINrui (LVAVJ a uI rICJV 3I V IN 3UDPI111LU DT IKv 3 mr M. 120 MPH WIND, 15.00 FT MEAN RGT, ASCE 7-98, PART. ENC. 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6X8= 2.5X4III 7X8m 2.5X4III 6 r T2 A) A) T. 6 2 . 5 X 4 III 4X6 (A1) 1-4-0 I_ 7-0-0 R=651 U=439 W=8" 15-0-0 ,I f:€ 2. 5 X 4 III 4X6(Al) ty 1 7 - n - n I 40-0-0 Over 3 Supports R=3887 U=2300 W=8" R=1637 U=1020 W=8" PLT TYP. Wave TPI-95 Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.1875" Ft. WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'ONOFRIO DR., SU 1TE 200, MAD N, WI 53719). FOR SAFETY PRACTICES PRIOR TO F EP.F ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOF 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 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 14R,Q'_ A IFIC '•, fV 2 No•42704 KKK* Y T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 6 1 9 6 8 S MYTH LUMBER CO. RooFTRussDrv151oN DATE 12102102 DRW SLTUSR352 02336127 SLT-ENG WMR2722SOUTHAPOPKABLVD. APOPKA.FL 32703 407.2997522 BUILD THE TRUSSES IN CONFORMANCE WITH LP1: OR FASP. I CATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IFICAT ON PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TF1. ALFI NE CONNECTORS ARE MADE OF 20GA AST A653 GR 40 GAL V. STEEL. EXCEPT AS NOTEO. APPLY CONNECTORS TO tti STATE OF 'LQ O R,OP•• vy v BC TOT.LD. LL 0.0 37.0 PSF PSF SEON 33607FAx: 407-299-91 53 PROFESSIONAL ENGINEERING CERTIFICA--EOFAUTHORQATION#9218 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 16O 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 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSL/TPI 1-1995 SECTION 2. v Feb 03 03 D U R F A C . 1.25 FROM R H SPACING SEE ABOVEI JREF 1RY8352_ZO2 LZZSUZA - K1U I n13 uwu rrr rMMLLI rMUM I,UPIrUIrM III UI (LVMU3 a LJ II-1—IV10f JVUru i iw U1 1-00 111- TOP CHORD 2x4 SP #1 Dense :T3, T4 2x4 SP #2: BOT CHORD 2x4 SP #2 :B2 2x6 SP #2: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REOUIREMENTS. 9- 4-0 3 1- 4-0 ry 120 MPH WIND, 14.32 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. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4111 2X4III 3X10 6 X 6 = 2X4III 1- 5-0 20- 0-0 _I_ 19-11-0 i_ I 10- 6-0 10-7-0 1 18-10-0 LE 39-11-0 Over 2 Supports R= 1569 U=481 W=8" R=1552 U=481 W=8" T 1- 8-11 8- LO - 0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.1875" 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. 563 D'ONOFRIO DR.. SUITE 200. MADISO N, WI53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED PE STRUCTURALPANELS. 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 w lIFIC. qif 1GT o— I No. 42704 7 T (, L L T C D L BC DL 20 7. 10. 0 0 P 0 P PSF J F c- J FR E F R 3 5 2-- 6 1 9 6 9 DATE 12102102 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 02336128 S L T- E N G / W M R 2722 SOUTHAPOPKABLVD. APOPKA. FL 32703 - 407-299. 1 522 FAX: 407- 299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) 0 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 STATE OF S AAs..f VVV BC L L T 0 I . LD . 0. 37 0 P 0 P S F S F S E 0 N 33614 D U R F A C . 1 .2 5 FROM R H PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHORIZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONS IIIILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - Feb0 3 ' 03 SPACING 24.0" JREF 1RY8352_ZO2 LZZSUZA - K11) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. A, TOP CHORD 2x4 SP #2 120 MPH WIND, 14.32 FT MEAN HGT, ASCU 7-98, PART. ENC. BLDG, LOCATED . BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP #3 :W10 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at 1.46 to 54 PLF at 15.82 TC From 81 PLF at 15.82 to 81 PLF at 39.92 TC From 54 PLF at 39.92 to 54 PLF at 41.46 BC From 4 PLF at 1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 39.92 BC From 4 PLF at 39.92 to 4 PLF at 41.46 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 3 4- ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 7X8= 2. 5X4 = 5X6= 3X4= 11-5-0.. 20-0-0 19-11-0 14-3-0 6-6-0 19-2-0 39-11-0 Over 4 Supports R=589 U=406 W=8" R=827 U=436 W=7" R=1336 U=682 W=7" R=1020 U=528 W=8" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BL 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 INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T 0 P CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION " IMPORTANT_ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL IIOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH 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 407.299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GAL, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299-9 153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 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 SUITABILITY AND USE OF THIS CERTIFICATE OF Au HORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER . ANSI/TPI 1-1995 SECTION 2. T 111 8-0-0 DUE a 0TY:1 FL 1 - R - Scale M. R TC LL 20.0 PSF REF R352- -61970 J?` tiFicq 0 TC DL 7.0 PSF DATE 12/02/02 F No.42704 1 9 BC DL 10.0 PSF DRW SLTUSR352 02336129 STATE OF i BC LL 0.0 PSF SLT-ENG /WMR 40R10P`v TOT.LD. 37.0 PSF SEON 33620 DUR.FAC. 1.25 FROM RH Feb 03 u SPACING SEE ABOVE JREF 1RY8352 ZO2 LCZ.SUZA - KIZ I M 1 3 uwu rmrrAntu fMUN ,U PIrUIttt IIVrUI LLVAU3 n UIPItw3IUI437 3UDr11I — — 11— — — TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W3 2x4 SP #2: Rt Wedge 2x8 SP #1 Dense: 120 MPH WIND, 13.02 FT MEAN HGT, ASCE 7-98, PART. ENC. 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. 2X4111 5X4= 13-0-0 cA4111 2.5X4= 2X4(Al) 11-4-01 I Il 4 811 4 01te13-11-8 C = 14-10-0 7-6-0 14-3-0 1 8 1-0 22-4-0 Over 3 Supports J R=597 U=367 W=8" R=767 U=375 W=7" R=451 U=344 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 FL 1 - - R - Scale =.25" 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 INSTITUTE. 683 D'ONOFRIO .R.- SUITE 200. MADISON. WI 53719). FOR SAFETY FPROPERES FRIAR TO F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TO CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I14PORTANT NC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FROM THIS DESIGN: ANY FAILURE TO FRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVRR Ri{ G( F C.4T,F d9+ j V d NO'42704 p aT C T C BC L L D L DL 20. 0 7. 10. 0 P 0 P PSF S F S F R E F R 3 5 2-- 6 1 9 7 1 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 12102102 DRW SLTUSR352 02336130 SLT- ENG WMR 27APoPKA,F,L32703oPKA w 407- 299-1522 FAX: 407.299-91 53 ICIATION BRACBUILD NG AND INC.THE OFTTRUSSES! N EDTHISMDES] GNICONFORMSONITHAAFPLICABLE FRODVISIONSSOFPNDSG(NATiONALIDESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSQCIATION) AllL' TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEC TO0.S PER STATE OF • S'°DRivP•, a. •.• BCTOT- LL LD 0. 0 37.0 PSF PSF SEON 33628 D U R. F A C 1.25 FROM R H PROFESSIONAL. ENGINEERINGCERTIFICATEOF AUTHORIZA71ON #9218 DR ANINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIC,N SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTANY SECTITICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER NA1.E F e b 03 ' 03 S P A C I N G 2 4. 0" t J R E F 1 R Y 8 3 5 2_ Z 0 2 LCL3U C/A - K1.9) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 I HIS UWG KK L f'AKLU h K U M CUMPUILK 1NFUI (LUAUS & UIMENSIUNS) SUBMIIIEU BY IKUSS Mh K. 120 MPH WIND, 13.02 FT MEAN RGT, ASCE 7-98, PART. ENC. 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. SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED TC From 54 PLF at 1.46 to 54 PLF at 7.42 ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING TC From 81 PLF at 7.42 to 81 PLF at 22.33 DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. TC From 54 PLF at 22.33 to 54 PLF at 23.80 BC From 4 PLF at 1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 22.33 BC From 4 PLF at 22.33 to 4 PLF at 23.80 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 6SM 13-0-0 1-1 2X4(A1) = 2.5X4 4- 01 13-11-8 1-4-811y 14-10-0 7-6-0 14-3-0 8-1-0 22-4-0 Over 3 Supports R=633 U=368 W=8" R=1004 U=582 W=7" R=579 U=346 W=3.5" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE la OTY:l FL 1 R Scale WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND M TC L L 20. 0 P S F R E F R 3 5 2-- 6 1 9 7 2BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTTUTE, 483 D'O NOFR IO DR., SUITE 200, MADISO W, NI 53719). FOR SAFETY PRACTICES PRIOR TO F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TO CHORD SHALL HAVE PROPERLY ATTACHED eM Rryw J`_,. •••'•••• _! v:•p(FICw '• i TC D L 7.0 P J F DATE 12 02102SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3 fG•(• 7T•.[' DRW SLTUSR352 02335131ROOFTRussDlvtSloNIMPORTANT;• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ND•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 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND p S L T- E N G / WM RAPOPKA, FL BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BCL L 0.0 P S F32703 ao7-29915zz SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AN0 PAPER ASSOCATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM GR 40 GAL V. STEEL EXCEPT AS NOTED. AFFLY CONNECTORS TO S STATE OF s,e p ' TOT.LD. 37.0 PSF SEON 33631FAX: 407-299.91 53 A553 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER n ..V ..... • VS//'••••'` D U R F AC . 1.25 FROM R HPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSI8ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORIZATION 99218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb0 3 ANSI/TPI 1-1995 SECTION 2. SPACING SEE ABOVEI JREF 1RY8352_ZO2 LCLJUCA - K14) I t11J UWU KKtHAKLU YKUM L.UMNUItK iNl'UI (LUAU) IS U1MtINJ1UINJ) JUbl-llt ILU UT IKUJJ I-H-K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-6-11 T 5X4m 120 MPH WIND, 10.40 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. L<1-4-Oy I— 9-3-0 _1_ 9-8-0 _I 18-11-0 Over 2 Supports R=689 U=202 W=3" R=792 U=288 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:3 FL 1 - R - Scale =.375" Ft. WARNING" TRUSSES REOUIP.E EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,Q._ T C L L 20. 0 P S F R E F R 3 5 2-- 6 1 9 7 3 INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICESACTlCES PRIORIOR TO J ` .,:' 11F1((++'•.•V(/w FERFORMING THESE FUNCTIONS. UNLESS OTHERWISE iND ICA TED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Y.'. C T C D L 7. 0 P S F DATE 12102102SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. }lG t - IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i i1 0. 42704ROOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO *C y. BC DL 10.0 PSF DRW SLTUSR352 02.336132 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7{ S B C L L 0. 0 P S F S L T- E N G W M RAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIO NS NDS (NATIONAL DESIGN >, STATE OF 407-299.1 922 SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSIUCIATION) TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO V O R Of''•• w T 0 j. L D. 37.0 P S F S E Q N - 33633FAX: 407-29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS FER -( ` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGv N•^,••{. PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS '• D U R . F A C . 1.25 FROM R H CERTIFICATE OF AUTHORIZATION #92 to COMPONENT FOR ANY PARTICULAR BUILD IN6 IS THE RESFONSIBiL[TY OF THE BUILDING DESIGNER, PER Feb 03 'O.i SPACING 24.0" JREF - 1RY8352 Z02ANSI/TPI 1-1995 SECTION 2. kccc3UCN - rci)) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= INID Uwu rnLrHnLu rnvri Cvmruirm inrui LLVHUJ N U11-ICJy01vn37 3UDr11l ACV Di inva3 Mrn. a.. 120 MPH WIND, 10.40 FT MEAN WGT, ASCIO 7-98, CLOSED BLDG, NOT LOCATED I 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 2X4 6 I— 1 G 8-0-0 5X6= 2X4 (Al) = 2X4 (Al) _ 1-4-0 L1-4-2 j 1_ 9-8-0 _I_ 9-8-0 _I 19-4-0 Over 2 Supports R=796 U=282 W=8" R=796 U=282 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:1 FL 1 R - Scale=.3125" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M. R T C L L 2 D. D P S F R E F. R 3 5 2-- 6 1 9 7 4BRACING. REFER TO H10-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ryA INSTITUTE, 583 D'ONOFRIO DR., SUi TE 200. MAD ISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO 'L FI6w•'•.: I PERFORMING THESE FUNCTIONS. UNLESS D ERWISE INDICATED, TOF CHORD SHALL HAVE PR OFERLY ATTACHED + "7T' T C D L 7. 0 P S F DATE 12102102 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y '.w ROOF TRUSS DIVISION `IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ai : '1i0.42704 BC DL 10.0 PSF DRW SLTUSR352 02336133FRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO * .--L. 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND 7f APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S STATE OF B C L L 0 . Q P S F S L T - E N G / W MR 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE Q •I FAT(: 407-299-91 53 CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 0 R1 T 0 T . L D . 37. 0 P S F S E Q N - 33635 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER sn•••••' PROFESSIONAL ENGINEERING DRAWINGS 160 A'2. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i D U R . F A C 1 .2 5 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU [TABI LI TY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESFO NSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Feb 03 'U.i SPACING 24. 0 1 JREF - 1RY8352_ZO2 CCSULA - Klb I R1J UWU rtt t I'AKtL, PKUFI ,,umru j tM LIN`UI 1LUAU3 G UII-ILIVJI—) JUDI'IIIILU DI I-- Inn. 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. 2X4(A1) 120 MPH WIND, 10.23 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. 5X4= 5X4= 2X4 2X4% 6f 1 6 8-0-0 I;xin- 2X4(Al) L1-4-j (_1-4-j L 9-0-0 _I1-4-0_ _I_ 9-0-0 _I 19- 4-0 Over 2 Supports R= 796 U=280 W=8" R=796 U=280 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a 0TY: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, 503 D'ONOFRIO DR.. SUITE 'INSTALLING XI 53719). FOR SAFETY PRACTICES PRIOR TO F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE FROFER LY ATTACHED STRUCTURAL PANELS. BOTT011 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, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISION$ OF NO(NATIONAL DESIGN SP ECTFICAT ION PUBLISHED BY THE AM ER iC AN FOREST AND PAPER AS56C IATION) ,>'4P"TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A6IC GR 40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M A rI F C„q••• F r(A • j NO. 427Q4 ' 1 sSTATE OF ;• Pf / p •• . R,O •• . Vs ••• r• T C T C BC BC T 0 T L L D L DL L L L D . 20. 7. 10. 0 0. 0 37. 0 0 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 6 1 9 7 5 DATE 12102102 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299-1 522 FAX: 407-299-91 53 DRW SLTUSR352 02-136134 S L T - E N G / W M R S E 0 N - 33637 D U R F A C . 1 .2 5 FROM R H PROFESSIONALENGINEERINGDRAWINGS160A-2. THE SEAL ON THIS ORANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS PoNAL 2 4. 0" J R E F 1 R Y II 3 5 2 Z 0 2 CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1 1995 SECTION 2 F e b 03 LZZSUZA - Kl/) TOP CHORD 2x4 SP #2 :T2 2x6 SP #1 Dense: BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. MERE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 15.00 FT MEAN HGT, ASC4 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. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. am T2 6f I 6 8-0-0 7X6= 2.5X4111 3X6 (Al) = 3X6 (Al) L1'4 7-0-0 I 5-4-0 I 7-0-0 I 19-4-0 Over 2 Support R=1460 U=602 W=8" PLT TYP. Wave TPI-95 Design Criteria: TPI STD FL BLDG CC WARNINGt" TRUSSES REQUIRE EX.TREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFR10 DR.. SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHEDSMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILINC. ROOF TRUSS 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 DESIGN: ANY FAILURE TO 2722 SOUTH 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 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 4- 299-1 2 53 CONNECTORS ARE MADE OF 20G4 ASTM AS 53 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 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 SUITABILITY AND USE OF THISCERTFI R=1460 U=602 W=8" M• R T tlFlc / i No.42704 STATE OF sO R10 A1 ,, ,. NALE CATE OFAUTHORDUITION ft— 18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 03ANSI/TPI 1-1995 SECTION 2. - rL/-/1 TC LL TC DL BC DL BC LL TOT.LD. DUR.FAC SPACING 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 SEE ABOV Scale=.3125"/Ft. REF R352--61976 DATE 12/02/02 D R W SLTUSR352 023361-15 SLT-ENG WMR SEON 33639 FROM RH JREF 1RY8352_ZO2 4ZZ3UZA - Kid I MIJ UWU FKtFAKtU tKUPI UUMFUItK 114YU1 (LUAU) 5 UIMt IN J1 U INJ/ JUbrl 111tU I5T IKUJJ PIt K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 5X4= 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. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 6 F-- 6 9-4-0 2 X 4 III 2 X 4 III 3X4(Al) = 3X4(A1) L<1-4-Oy L<1-4-Oy 1_ 7-0-0 _1_1-4-0,1_ 7-0-0 _1 WE 15-4-0 Over 2 Supports R=1103 U=559 W=8" R=1103 U=559 W=8" PLT TYP. Wave TPI-95 R Des gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REOVIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 2 D 0 P S F R E F R 3 5 2-- 6 1 9 7 7BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO R. SUITE 200. MADISO N, WI 53719). FOR SAF E7Y PRACTICES PRIOR TO pQ'FICw•• F ERFORMING THESE FUNNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •r(J- "%•;`t1 Q T C D L 7.0 P S F DATE 12102102SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V % L ROOF TRUSSD1V15ION 44IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO.AiZ%QAi n BC DL 1D.D PSF DRW CLTUSR.352 02.3.36135FRODUCTS. INC. SHALL NOT BE -RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA SLVD, BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND 7f BC L L 0.0 P S F S L T - E N G W M RAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PAROYISIONS *; NOS (NATIONAL DESIGN i STATE OF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE W. / 407.299-1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APFLV CONNECTORS TO 4 R1O..• j T 0 T* L D . 37.0 P S F S EON. - 33611FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER•/} DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING VS NA t D U R . F A C . 1.25 FROM R HPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHOREZATION#921 E3 compoNENT FOR ANSECTIONBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 'U+ StJTFI1 SPACING SEE ABOVEI JREF - 1RY8352_Z02 Z22302A - R19) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 3X4= 120 MPH WIND, 15.00 FT MEAN IiGT, ASCIC 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. 6F- 6 9-4-0 3 X 4 III 3X4(Al) = 3X4(A1) L<1-4-0>J L<1-4-0y 1_ 7-2-0 _1_ 7-2-0 _1 14-4-0 Over 2 Supports R=1066 U=550 W=8" R=1066 U=550 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE la QTY-: FL 1 - R - c 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 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADI SO N, WI 53719), FOR SAFETY FR ACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL MAYE A PROPERLY ATTACHED RIGID CEILING. IY p'(CFI C4 '•• % 3`1V`V TT*p$ T C T C L L D L 20.0 7.0 PSFF P S F R E F R 3 5 2-- 6 1 9 7 8 SMYTH LUMBER CO. DATE 12 0 2/ 0 2 DRW SLTUSR352 023.36137RooFTRussDrvlsloN 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 407-299.1522 FAX: 407-29&91 53 IMPORTANT"t 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 AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA 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 N0.4.1704 F i STATE OF t * ti @ A A R1O `.• BC B C T 0 T DL L L L D . 10.0 0.0 37.0 PSF P S F P S F S L T - E N G / WMR S E O N 33641 D U R F A C 1 2 5 FROM R HPROFESSIONALENGINEERING DRAWINGS 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 n(`•.,V• i7proNaL,PI-_ CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION Z. FI'b 03 - SPACING SEE ABOVEJ JREF 1RY8352 ZO2 LCC3VCA - Y11) I I113 UINU YKLYAKLU tKUP1 LUMFU ILK INYU1 (LVAU3 h UI ME I43I UIN3) 3UDI-III IrU DI IKU33 mrn. TOP CHORD 2x4 SP #2 BUT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS WITH NO WEBS. t< 1-10-10 9-11-9_I 9-10-1 Over 3 Supports R=401 U=318 W=11.314" 11 6 4 R=237 U=278 3-9-15 0 R=312 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:7 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 INSTITUTE, 503 D'0NOFRIO DR., SUITE 200, MADISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO FERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED M R tiP C'Q T C L L TIC D L 2 0. 7.0 0 P P S F S F R E F R 3 5 2-- 6 1 9 7 9 DATE 12102102SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** i (i ROOF TRUSS DIVISION FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 BC DL 10. D PSF DR bI SLTUSR352 023.35138 2722 SOUTH APOPKA EILVD. PRODUCTS, -INC. SHAL I. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S L T- E N G / W M RBUILDTHETRUSSESINCONFORMANCEWITHTPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS DESIGN 1 j B C L L 0. D P S FAPOPKA, FL 32703 407-299.1 522 NATIONAL SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS%OCIATION) A.'O TPI. ALPINE STATE OF r FAX: 407-2939153 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISEERNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER AA Q` y4R10'... ee•••/ TOT . L D . 37. 0 P S F S E O N 33643 D U R F A C 1 5 FROM R HDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING tv(/Na` PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 2 SPACINGANSI/TPI S E E ABOVE. J R E F 1 R Y 8 3 5 2 Z 0 2CERTIFICATEOFAUTHIORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1-1995 SECTION 2 F e b 03 a LZZSUZA - L1) THIS UWb KKtKAKIEU FKUM CUMKUIER 1NPUI (LUAUS & UIMENSIONS) SUBMIIIED BY TRUSS MFR. TOP CHORD 2x4 SP #2 120 MPH WIND, 11.06 FT MEAN KT, ASCE 7-98, PART. ENC. BLDG, LOCATED BOT CHORD 2x4 SP ##2 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. l -10 4 R=163 U=180 3-10-3 0 R=73 U=180 ZA4 (Al) L<1-4-0i'1- 7-0-12 _I EE 7-0-0 Over 3 Supports R=363 U=251 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:16 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 M M -RAA(/y-- T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 8 0 INSTITUTE. 583 D'ONO FRIG DR.. SUITE 200. MADISBN. WI 53119). FOR SAFETY PRACTICES PRIOR TO _]J ••••••••• VFERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. 70F CHORD SHALL HAVE PROPERLY ATTACHED ;Q11F,i* T C D L 7.0 PSFDATE 1 2/ 0 2/ O 2SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A FR OPERLY ATTACHED RIGID CEILING,. : ( C- IMPORTANT" Fw4 j — ROOFTRUSSIYISION •FUf NO.{Z%04 : 6 BC DL 1D.0 PSF DRW Sl_TC)R352 023.36139 RODUCiS, INC. RNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S 2722 SOUTHAPOPKASwD. BUILD THE TRUSSES IN CONFORMANCE WITH 7P1; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND • _ C- BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN L STATE OF BC L L 0.0 PSF F SL T -E N G W M R APOPKA, FL32703 Q , SPEC IFICATiONPUBLISHEDBYTHEAMERICANFORANDPAPERASSOCIATION) AND TPI. ALPINE 'J1 P , TOT. L D . 3 7.0 P S F S E 0 N - 33659 407-299.1522'Iti f CONNECTORS AREMADEOF20GAAS7MA653GR40GALV. EEL, EXCEPT AS NOTED. APPLY CONNECTORS 70 FAX: 407Rl299-9153EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ((11 `•.......O•'• DRAWINGS 100 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING`s PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C . 1.25 FROM S D Y CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION z. Feb os SPACING 24.0" JREF - 1RY8352_ZO2 LZZ3UZA - (A.) I r713 UWU YMCY AKIZU 7MUl"I lNFlt'U ILK IINYUI kLUAV3 a UIPICOv IVIY ) OVUI"IIII— UI 1-00 —n. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.57 FT MEAN HGT, ASCE 7-98, PART. FNC. 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. 6(— 2X4(A1) L<1 -4 -011 1-0-12 1-0-0 Over 3 Supports 77 i 0-10= 4 U10804 9-4-0 R=- U=180 R=247 U=280 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:14 FL - 1 - R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M p TC L L 20.0 P S F R E F R 3 5 2-- 6 1 9 8 1BRACING.REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE P... INSTITUTE, HES D'ONOFRIO DR., SUITE 200, SE INDIC WI 5o CH FOR SAFETY PRACTICES PRIOR 70 A't FICw •% TC D L 7.0 P S F D A T EFERFORMIN6THESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .• 'T s S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSSDIYISION **IPIPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ND.427O4 o BC DL 10.0 PSF DRW SLTUSR352 02335140FRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO .l 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING,. SHIPPING. INSTALLING AND 7C B C L L 0.0 P S F S L T - E N G / W M RAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS ,pF NOS (NATIONAL DESIGN STATE OF ' 407.299.1 522 SPEC IF TOAST ON PUBLISHED BY THE AMERICAN FOREST AN0 PAPER ASSaCIATION) AND TPI. ALPINE (i Pr' CONNECTOR$ ARE MADE OF 20GA AST A653 GR40 GAILY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ' O R Q.•• T0 Z,. L D . 37.0 P S F S E O N - 33648 FAx: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NA D U R . F A C . 1.25 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTiORRATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 03 ' 3 SPACING 24.0" JREF - 1RY8352 Z02ANSIJTPI1-1995 SECTION 2 LCL,JVLH - Ue) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1T-10-4 IR-47 U=180 1-1I0-3 9 -ra - 0 R=23 U=180 L<1-4-011. 3-0-12--->j 3-0-0 Over 3 Su arts R=234 U=198 W=8" 120 MPH WIND, 10.06 FT MEAN MGT, ASCf 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 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, F ERFOR MING 583 D'O NOFRIO DR.. SUITE THESE FUNCTIONS. UNLESS OTHERWISE 2D0, MADISO N, WI 53719). FOR SAFETY PRACTICESTICES FR IOR TO INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED f` SMVTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G ROOFTRUSSDMSION `•IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F N0.42704 PRODUCTS. INC. SNAL. NOT BE RESPONSIBLE FOR ANY DEVIATION FP. OM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND T 7N APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ' STATE OF IFICATION FUBLI SHED BY THE AMER ICAN FOREST AN407-299.1 522 SPEC0 PAPER ASSOCIATION) AND TPI. ALPINE S (• P FAX' 407-299-9153 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TOjA'•Q R O`•••-V EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER-CC'i7f_Q ••••' ` 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 SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHOREZA-TION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F e b 03 ' U ANSI/ TPI 1-1995 SECTION 2 FL 1 - R - Scale =.375" Ft. TC LL 20.0 PSF REF R352--61982 TC DL 7.0 PSF DATE 12/02/02 BC DL 10.0 PSF DRW SLTUSR352 02336141 BC LL 0.0 PSF SLT-ENG /WMR TOT . LD. 37.0 PSF SEON - 33650 DUR. FAC. 1.25 FROM RH SPACING 24.0" JREF - 1RY8352 ZO2 cccsucH - Ls) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 11-10-4 R=108 U=180 2-10-3 0 R=48 U=180 L<1-4-0-11E 5-0-12 5-0-0 Over 3 Supports R=295 U=219 W=8" i mi., unu r,Ir A,Cu Cn vri l.vrlruILK Inrui Xwnua 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. 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 TY:13 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 (LATE t I C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 8 3 INSTITUTE. 583 D'ONOFRIO DR.. SU[7E 200, MADISO N. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOf CHORD SHALL HAVE PROPERLY AT7ACHE0 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO v,' IF C•• ll!` i No. 427041 : *0771C7 T C D L BC DL 7.0 10.0 P PSF S F DATE 12102102 S MYTH LUMBER CO. ie00FTRUSSDMSION DRW SLTUSR352 02336142 S L T - E N G / WM R2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS 4,F NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS S•JCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A653 GRID GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 STATE OF • S sL(V O R10 c.• / e BC L L T 0 ,. L D . 0.0 37.0 P P S F S F S E 0 N. - 33652 D U R . F A C . 1.25 FROM S O YPROFESSIONALENGINEERING CERTIFICATE OF AUTHOREIAT10N 4*218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU i TABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. Feb 03 '03 SPACING 2 4.0 JREF - 1RY8352 Z02 LCC.911LA - U4 IHIJ UWU VKLVAKLU FKUM LUMVUILK INVUI (LUAUS & UIMLNSIONS) SUHM111LU BY IHUSS MFR. z, TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6 F- 2X4 (A1) 3-0-12-- 3-0-0 Over 3 Su orts R=123 U=200 W=8" 1T170R-70 1-10-3 9--L- 0 R=29 U=200 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:l FL 1 R - Scale =.375" Ft. WARNING' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING, AND - M Rq T C L L 20. 0 P S F R E F R 3 5 2-- 6 1 9 8 4BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD ISO N. HI 53119), FOR SAFETY PRACTICES PRIOR TO% tIFI•(•••I PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ; (—•ip•.8` T C DL 7.0 P S F DATE 12102102SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fr! ROOF TRusSDIVISION "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No.42104 BC DL 10.0 PSF DRW SLTUSR352 02336143PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 71 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND "- 1 E BC L L 0. 0 P S F S L T- E N G WM RAPOPKA, FL 32703 BRACING OF TRUSSES. THI5 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF ,: / 407-299-1 522 SPECIFICATION PUBLISH EO BY THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S A( CONNECTORS ARE MADE OF 20GA AST14 A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO • R,Q `.•` T 0 T . L D . 37.0 P S F S E 0 N - 33654FAX: 407-29991 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ••%0....• PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R F A C 1 2 5 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. 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 - Feb 03 SPACING 24.0" JREF - 1RY8352_ZO2 TOP CHORD 2x4 SP #2 120 MPH WIND, 10.93 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED BOT CHORD 2x4 SP #2 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 10-4 R=121 U=180 2-10-3 0 R=53 U=180 2X4 (A1) 5-0-12 5-0-0 Over 3 Supports R=196 U=180 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 - R Scale =.375" Ft. WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND • R,qy T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 8 5BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Vf/ INSTITUTE, 583 D'ONOFR[O DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO p'(IFIC••••. FERf ORMiNG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOF CHORD SHALL HAYE PROPERLY ATTACHED rG`4•- % TC D L 7.0 P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSSDIVISION 'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i N0.42704 • BC DL 10.0 PSF DRW SLTUSR.352 023.36144PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TF1: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND S APOPKA, FL. 32703 BRACING. OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIGNS F NOS (NATIONAL DESIGN i STATE OF ; BC LL 0.0 PSF SLT-ENG /WMR SPECIFICATION PUBLISH EO BV THE AMER ICAN FOREST ANO CAPER ASS4CIA7ION) AD TPI. ALPINE i OR OP•• 407-299-1522 TOT. LD. 37.0 PSF SEON - .33657CONNECTORSAREMADEOF20GAASTMARIC GRFO GALV. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO -%Aty yFAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • PROFESSIONAL. ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DR0.WING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Al D U R . F A C . 1.25 FROM R HRESFONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATEOFAUTHORRATION$t921B COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 03 '03 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF - IRY8352_Z02 LCLSULA - VI) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. P):CI 2 X 4 III 6(- 2 X 4 III DT) 9 10 3 2 X 4 III 2 X 4 III 6-8-0 Over Continuous Support R=74 PLF U=30 PLF W=6-8-0 I HI,, UWU I'KLNAKLU FKUM I.UMKUItK 1NFU I (LUAU) & UIMtNJIUNJ) JUCPlIIILU UY IKUJJ P1F K. I 120 MPH WIND, 11.66 FT MEAN AT, ASCL- 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 U FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL - 1 R - Scale =.375" Ft. WARNING«« TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'bNOFR IO DR., SUITE 200, MADISON, Wf 51719). FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOF 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 ENGINEEREDt F RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO R. A_ Vj/ tiFI ••'•.• yT fGif-r;.E.paT NO.*%O4 T C T C BC L L D L DL 20. 0 7. 0 10. 0 P S F P S F PSF R E F R 3 5 2-- 7 8 2 01 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 2/ 0 3/ 0 3 DRW SLTUSR352 0303h325 S L T - E N G / W MR 2722SOLIfHAPOPKABLvD. APOPKA, FL 32703 407- 2997 522 FAX: 407-299-9153 PROFESSIONAL ENGINEERING CERTIFICATE OFAUTHORIZA11ON #9218 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 SPEC If ICATI0N PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA 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 DRAWINGS 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 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1- 1995 SECTION 2. i STATE OF j• A' 'OP: V i IIF e b03 ' 0 3 BC TOT. L L L D. 0. 0 37. 0 P S F P S F S E Q N 39894 D U R . F A C . 1.25 FROM S D Y 24. 0" SPACINGANSI/TPIJREF1RY8352Z02 LZZSUZA - VZ) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 6F— D1) 10-10-3 2 X 4 III 1.4-8-0 Over Continuous SUDDort R=74 PLF U=39 PLF W=4-8-0 IHIJ UWU I'Ktf'AKLU hKUM LUMNUItK iVUI (LUAU) & UIMLNJIUNJ) JUbMIIItU bT IKUJJ MhK. 120 MPH WIND, 12.16 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. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 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 I NSTITU7 E. 503 D'ONOFRIO DR .. SUITE 200. MAD i50 N, N[ 53719), FOR SAFETY PRACTICES PRIOR TO FERFORMING THESE FUNCTIONS. UNLESS OTHEPWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED R i I,FI ••••., fG`!-Ti1 T C L T C D L L 20.0 7. 0 P S F c- P F R E F R 3 5 2-- 7 8 2 0 2 DA T E 0 2/ 0 3/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.1iSf q J DRW SLTUSR352 03034326IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ND.42704 o BC DL 10.0 PSFFi00FTRU$$DIYISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO l 2722 SOLITH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND 7-1f S APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS-41' NOS (NATIONAL DESIGN STATE OF BC LL 0.0 PSF SLT-ENG /WMR 407-299-1 522 SPECIFICATION PUBLISHEDBY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM Al53 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERj y V Rio,.' • T 0 j- L D 3 7 0 P S F S E O N - 5 2 191 D U R F A C 1.25 FROM S D YDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERING CERTIFICATE OFAUTHORIZATION$t9218 RESFONS18ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTICLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERT1FOORANSECTIOUFa_b 03 '03 SPACING 24.0" JREF - 1RY8352_Z02 r722zn?A - u z1 TOP CHORD 2x4 SP #3 120 MPH WIND, 12.66 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 WEBS 2x4 SP #3 BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 F— 2 X 4 111 2X4 (D1) 11-10-3 2 X 4 III 2-8-0 Over Continuous Support R=74 PLF U=68 PLF W=2-8-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND M A T C L L 20. 0 P S F R E F R 3 5 2-- 7 8 2 0 3BRACING. -REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ii INSTITUTE, SB3 D'ONOFRIO OR., SU IiE 200, MAOISO N. NI 53719). FOR SAFETY PRACTICES PR [OR TO tIF'Cw•/ / / PEERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED :• -7 (` T G D L 7.0 P S F DATE 0 2 03 0 3SMYTHLUMBERCO. STRUC TIJR AL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fG IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED F ND. 42704ROOFTRussDrvlsloNPRODUCTS, INC. SHALL NOT OE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN FAILURE TO 1 BC DL 10.0 PSF DRW SLTUSR352 03034327 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7 B G L L 0 - 0 P S F S L T - E N G WM RAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S STATE OF 407-299-1 522 SPECIFICATION fUBLl SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ( CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO VVV03" O A1oP•a`v T 0 T . L D . 37. 0 P S F S E O N - 52194FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Q/•• PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENCINEERING S•VNAIL D U R . F A C . 1 . 25 FROM SD YRESFONSIBILITVSOLELYFORTHE ?RUBS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FebANSI/TPI 1-1995 SECTION 2. SPACING 24. 0" J R E F - 1 R Y 8 3 5 2 Z 0 2 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 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 H GROUP A GROUP B GROUP A GROUP H I- S P F 1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2- 8' 4' 8' 6' 10' 11" 11' 3" 13' 1" 13' 5" 3 3' 4" 4' It" 4' 11" 6' S" 6' 5' 8' 4"' 8' 4" 10' 0" 10' 0" 13, 1" 13' 1" F--i L7HF STUD 3' 4" 4' 10" 4" 10" 6' 5" 6' 5 ' 8' 4" 8' 4" 10' 0" 10' 0'" 13' 1 13' 1 " W O STANDARD 3' 3" 4' 2' 4' 2" 5' 6" 5' 6"' 7' 5'' 7' 5" 8' 7" 8' 7" I1' 8" 11' 8" 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" P 2 3' B° 5' 11" 64 70 7' 6" 8' 4" 8' it" 10' 11" 11' 10" 13, 1" 14' 0" P 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" Qi 2DFLSTUD3' 6"- 4' It- 4' 11" 66" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' I" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' I " 11' it" S P F 1 2 3 3' 10" 6' 0" 6'10" 7 11" 7 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" w H F STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10 9' 6" 9' 6" 12' 3" 121 3" 14' 0" 14' 0" w O STANDARD 3' 10" 5' 1' 5' 1' 6' 9' 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" I> c=24' 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 1O' 3" 12' 6" 13' 6" 14' 0" 14' 0" SP6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" w 6' 2" 6' 2" B' 0" B' 1" 9' 6" 10' 0" 12' 6" 12' 7;' 14' 0" IT 0" DFL6' 1" 6' I" 81, 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14'SPF 3 4" 2" 6' 11" 6 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13 10" 14' 0" 14' 0" L7 F STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14 0" 14' 0" O 1 1 STANDARD 4' 2" 5' 11" 5' I1" 7' ]0" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' O" I 1 4' 8" 7' S" 8' 0" 8' 9" 9' 6° 10' 6" I1' 4" 13' 10" 14' 0" 14' 0" 14' 0" d J P24' 7'" 7' S" 8' 0" 8' 9'" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' S" 7' 1" 7' 1" 8' 9' 9' 3" 10 6" 11' 0" 13' 10" 14' 0" 14 0" 14' 0" 1 DFL STUD 1 4' 5" 7' 0" 7' 0" B' 9" 9' 3" 10' 6" 11' 0"' 13' 10" 14' 0" 14' 0" 14' 0"' STANDARD 4' 4" 6' 1" 1 6' 1" B' 0" 8' 0" 10' 6" 10' 9" 12' b 1 12' 5'" 1 14' 0" 1 14' 0" BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEM -FIR 1 2 STANDARD 2 STUD 3 STUD 3 STANDARD DOUGLAS FIR -LARCH - SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM - FIR 1 & BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 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: SYMMI OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" - ABOUTI PLYWOOD OVERHANG. GABLE TRUSS ATTACH EACH "L" BRACE WITH 10d NAILS. 2X4 #2N OR BETTER FOR (1) "L" BRACE: SPACE NADS AT 2" O.C. DIAGONAL BRACE OPTION: T I IN IB" END ZONES AND 4" O.C. BETWEEN ZONES. VERTICAL LENGTH MAY BE 18 FOR. (2) " L" BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN DIAGONAL IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. BRACE IS USED. CONNECT L I L" DIAGONAL BRACE FOR870# BRACE BRACING MUST BE A MINIMUM OF 80% OF WEB AT EACH END. MAX WEB MEMBER LENGTH. TOTAL LENGTH IS 14'. ZX4 SP OR DF-L 2, GABLE VERTICAL PLATE SIZES OR BETTER DIAGONAL VERTICAL LENGTH - NO SPLICE VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18" LESS THAN 4' 0" 1X4 OR 2X3 IN TABLE ABOVE, DOUBLE CUT L GREATER THAN4'. 0", BUT AS SHOWN) AT. UPPER END. LESS THAN 11' 6" 2X4 GREATER THAN 11' 6" 2.5X4 ONTINUOUS BEARIN REFER TO COMMON TRUSS DESIGN FOR CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB. REFER TO CHART ABOVE FOR L 1 iE„iER1T N1 I PEAK, SPLICE, AND HEEL PLATES. S\\\'`•,`' Ei IF v THIS DRAWING REPLACES DRAWING A10030E IN ICATING SHIPPING, INSTALLII G-ANDRUSSES BRACING. RERE FER ERXTREMETO HID-9LREHANDLINGINSTALLINGNDLING, AND BRACING), PUBLISHED REFASCE7-98-GAB12030 BY TPI (TRUSS PLATEINSTITUTE, 583 D'ONDFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TOPERFORMINGTHESEFUNCTIONS. UNLESS THERWISE INDICATED, TOP CHORD SHALL HAVEPROPERLYATTACHEDSTRUCTURAL 'AND 1 G R '• No. 42704rDATE 09 10 Q1 SMYTH LUMBER CO. PANELSBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGIDCEILINGROOFTRUSSDIVISIONIMPORTANT>ki FURNISH A COPY F THIS DESIGN T THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOTBERESPONSIBLEFORANYDEVIATIONFROMTHISRDRWGAI2O.3OECQ9Q1 - 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, - HANDLING, SHIPPING, INSTALLING AND BRACINGOFTRUSSES. DESIGN CONFORMS WITH STATE OF I-ENG APOPKA,FL 32703 APPLICABLE PROVISIONS OF NDS (NATIDNAL DESIGN SPECIFICATION PUBLISHED BY THE 407-29g1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEELEXCEPTASNOTED, APPLY CONNECTORS TO EACH FACE OF i O•• P.••• O i IV x•. TOT. LD. 60 PSF FAx: 407-299-9153 TRUSSAND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THESEALONTHISORN`((''Ve PROFESSIONAL ENGINEERING DRAWING INDICATES ACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYnilli•ulryi.I,.At SOLELYFOR THE TRUSS COMPONENTDESIGNSHOWN. THE - SUITABILITY J CERTIFICATE OF AUTHORIZATION #921 ANDUSEOFTHISCOMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, i? \ PER ANSI/TPI I-1995SECTION2. MAX.- SPACING 2:4.0 SYM. ABOUT ' GABLE DETAIL FOR LET —IN VERTICALS GABLE VERTICAL LENGTH RIGID SHEATHING 4 TOENAILS - T„ REINFORCING MEMBER GABLE TOENAILS TRUSS SPACED AT 4" O.C. 4 TOENAILS CEILING 11 GABLE VERTICAL PLATE SIZES VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP* LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 2X8 GREATER THAN 11' 6" 2.5X4 2.5XB Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF CABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2* 2X4, 2X8_ PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN, ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: IOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d 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, AOBO15EN0699, A07015EN0699 A11030EN0699, A10030EN0699, A09030EN0699, A08030ENO699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 A1303OECO901, A1203OECO901, A11030ECO901, A10030ECO901, A08530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699, S09015ENO699, S08015EN0699, S07015EN0699 S11030EN0699, S1003DENO699, S09030EN0699, S08030EN0699, S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR, SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCo. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANTw. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPOPKA. FL. 32703 APPLICABLE PROVISIDNS OF N S (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407-299-9153 ASTM A653 CR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EMCH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL N THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OFAUTHORIZATION N92181 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. G Fi OqTF No. 412704 A STATE OF O,c^•'c< 0 R OP 2X6 "T" REINFORCING MEMBER 2X4 "T" REINFORCING MEMBER TOENAIL - TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 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. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED AND MRH T" REINF: MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 % 10 7. 2x6 40 Z 50 Z 110 MPH 30 FT 2X4 10 Z 10 % 2x6 50 Z 50 Z 100 MPH 15 FT 2x4 10 7. 10 Z 2x6 30 Z 50 Z 100 MPH 30 FT 2X4 10 % 10 Z. 2x6 40 Z 40 % 90 MPH 15 FT 2x4 20 7. 10 7. 2x6 20 Z 40 Z 90 MPH 30 FT 2x4 10 Z 10 % 2x6 30 7. 50 7 BO MPH 15 FT 2x4 10 Z 20 Z 2x6 10 Z 30 Z BO MPH 30 FT 2x4 20 Z 10 Z 2x6 20 7. 40 Z 70 MPH 15 FT 2x4 0 Z 20 7. 2x6 0 7. 20 Z 70 MPH- 30 FT 2x4 10 Z 20 % 2x6 10 % 30 Z EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP #3 - T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" .. DRAWINGS GAB98117 876.719 & HC26294035 REF LET -IN VERT DATE 10/24/01 DRWG GBLLETIN1001 ENG DLJ/KAR . TOT. LD. 60 PSF FAG. ANY T SPACING .24.0" VALLEY 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 II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 4-0-0 MAX 12 12 MAX.I 4Y2X4 W2X4 W2X4 8-0-0 MAX----- 12 W4X4121`4AX. W1X3 "0—W1X3 1, W1X3 W1X3 16-0-0 MAX W1X3 12 12 MAX.( W4X4 W1X3 4 TRUSS DETAIL F , UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "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 OE —NAILED OPTIONAL STUB i END DETAIL W4X4 OPTIONAL HIP JOINT DETAIL OtIT04—TP7 COMMON RUSSES PARTIAL FRAMING 20- 0-0 MAX (++) AT 2 " OC PLAN 111\nul 1pqltlpprlu SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. \\\`;;,Y•' Y'•. 4 ////i f OIV /ice THIS DRAWING REPLACES DRAWING A105 WARNINGr~ TRUSSES REQUIRE EXTREME CAREINFABRICATING;HANDLING, SHIPPING, O ! i INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), 'PUBLISHED •••• `• %`••• TC LL 30 30 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE -INSTITUTE. 583 D'ONOFRI DR., SUITE 200. MADISON, WI. 53719) FOR . G SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED? _C DL 20 15 7 PSF DATE 06/25/99 TOP CHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHAL$ - _ SMYTH LUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. NO. 42704 7f PORTANT>; FURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALP I i C DL lO 10 10 PSF DRWG VALTRUSS0699 ROOF TRUSSDIVISION - ENGINEERED PRODUCTS, WC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS — - 2722 SOUTHAPOPI(A BLVD. DESIGN; ANY FAILURE ,T BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, G PC LL O O O PSF —ENG MLH/ICAR HANDLING, SHIPPING, IN AND BRACING OF TRUSSES. DESIGN CONFORI4S WITH APoPKA,FL32703APPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE A••. STATE OF 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION)' AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA . Q OT. LD. 60 55 57 PSF - ASTM A653GR40GALVSTEELEXCEPTASNOTED, APPLY CONNECTORS TO EACH FACE OF O '. FAx; 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - ^ / P••' \ DRAWINGS 160AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i ^ OR 10- PROFESSIONAL ENGINEERINGENGINEERING, AND RESPONSIBILITY SOLELYFOR THE FOR ANYCOMPONENT TBDESI BUILDINGSISTHE THE - CERTIFICATE OFAHTT/ORRATIONH9218 + •••••• ••••` V - RESPONSIBILITY. OFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. /// ` \\\\\\\ SPACING 24 llIlIllNuu11111111 - CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER PARTIAL FRAMING PLAN 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 IX4 "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. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) n(3) 16d BOX NAILS C)( B) L(2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED ByYTPI CTRUSS PLATE INSTITUTE. 563 D'ONOFRIO DR., SUITE 200, MADISON, Wl. 53719) FORSAFETPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407-299-9153 ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN. POSITIpN CONNECTORS PER - DRAWINGS 160 A-Z .THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE F PROFESSIONAL PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE i'GERTIFICATE OF AUTHORIZATION 0$921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. l. V1V11V1 V1V 11\VJJLJ Cll l..,Y VV ' 3) 16d BOX NAILS, (3) 16d BOX TOE - NAILED NAILS, TOE -NAILED 2) 16d BOX NAILS, TOE - NAILED RATED ( D) ( A) SHEATHING C) 3) 16d BOX GIRDER NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING I111"" III rrNrpr THIS DRAWING REPLACES DRAWING V105-CONV v C LL 30 30 40 PSF REF CONV. VALLEY C, gFve GDL 20 15 7PSF DATE 06/25/99 G ••, BC TL 10 10 10 PSF DRWG VALCONVF0699 No. 42704 Btr fi, 0 0 0 PSF -ENG MLH/KAR TOT.= LD. 60 55 57 PSF A'.. STATE OF C.1.25/1,331.151.15 4 o RVD. P'. CIN'GSEE ABOVE S/ pN Ak- , `'' I TOP CHORD 2X4 #2 OR BETTER PIGGYBACKBOTCHORD2X4 #2 OR BETTER DETAILWEBS2X4 #3 OR BETTER t REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. 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 TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS 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 PURLIN SPACING 120 MPH WIND, ASCE 7-98, CAT I1, 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. MAX SIZE OF 2X12 2 OR BETTER A E E A E E A E E E A E E 20' FLAT TOP CHORD MAX SPAN EITHER PLATE LOCATION IS ACCEPTABLE 2' TY 1 M OPTIONAL B SPLICE B r- B 1Y/4 C B D-SPLICE B C P n C C C C C C II\ T II\ ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. rWARNINO— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 CHAN LING INSTALLING AND BRACING), PUBLISHEDBYTPICTRUSSPLATEINSTITUTE, 583 D'ONDFRI DR., SUITE 200, MADISON, W1. 53719) FORSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCo. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 2722 SouTH APOPKA BLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITHAPOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTMA653GR40GALV. STEEL EXCEPT AS NOTED.' APPLY CONNECTORS TO EACH FACE OFFAX: 407-299-9153 TRUSS AND, UNLE SS OTHERWISE LOCATED N THIS DESIGN, POSITION CONNECTORS PERDRAWINGS160A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHEERTIFlEATEOFAl1THORIZAT10N71821ESUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 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 TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART IYEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 1x4 "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 WEB10' TW 14' MEMBER, OR BETTER, AND 807. LENGTH OF WEBMEMBER. 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 ANDSPACE4' OC OR LESS, 00 0 0 ° 0 00 ° ° 0 ° ° ° ° ° 0 2" 8 1/4„ -1 1j YiAAR'AWING REPLACES DRAWINGS 634,016 634,017 & 847,045 FICq. yF, p% MAXLOADING REF PIGGYBACK j,.• 55 PSF AT DATE 06/25/99 cj 1.33 DUR. FAC. DRWG PIGBACKBO699 No. 42704 : 50 PSF AT ENG DLJ/KAR 9.25DUR. FAC. oo STATE OF g 47 PSF AT a1.15 DUR. FAC. C c- O_FR _I O ACING24.0" 1 A ol • mm•ol OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE SIZES (lX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. 11 GAUGE (0.120")XI.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. FILLER DETAIL 3X4 WAVE OR 4X8 TRULOX 2X4 WAVE OR 3X6 TRULOX REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. 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 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+ 3X8 43XI2 TRULOX 18MAX 4 **LOX 2X8 WEDGE( 2) 8D NAILS CUT TO FIT 4E xWARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T HIB-91 (BAN LING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, MYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. K-IMPORTANT-. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, APOPKA, FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSESDESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299-1522 - AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX407-299-9153 TRUSS AND, UNLESS THERWISE LOCATED N THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING IN ICATES ACCEPTANCE OF PO.GFESSIONAL PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OF AUTHORIZATION A921B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - ec8tiilillliillljJj T DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 A1v% N,4TC LL PSF REF BC FILLER DEL qT••!Q G ••. DL PSF DATE 06 25 99 B DL 10.0 PSF DRWG BCFILLER0699 No. 42704 SC`LL PSF ENG DLJ/KAR TOf LD. PSF STATE OF NAL gtm. Re111' FAC. 1.0/1.15/1.25/1.33 ACINIG 0 24.0" STEPDOWN CORNER., S,,ET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 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 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# e. f. 1. J1 J3 J5 37 3.00 12 TO6.00 W2X4 fxi R=463#, W=3.50" END AND CORNER JACKS 2' TYI 7' 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 2 "HdP OR COMMON TRUSSff 1 HIP TRUSS J5 J3 J1 J Jl J3 J5 J7 J7 J7 J 1' 3 5 7 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS 3) 16d TOENAILS 2.12 12 W2X4 TO 4.24 ALTERNATE LOADING W2X5 W3X4 TCLL 20 PSF SIIMpSON TCDL 20 MAX PSF 3/4" TrlaAzs BCDL 10 PSF TOT.LD. 50 MAX PSFf9-10-13 OVER 2 SUPPORTS DUR.FAC. 1.25 HIPJACK HJ WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF'TRUBS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DES ION; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. ESIGN CONFORMS WITH I APOPKA, FL 32703. APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-2931522 AMER ICAN 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 FAX: 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 PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION J19218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. THIS DRAWING REPLACES CAS:. "' 'N'l4q DRAWING HC11795029 aaa Q, /// C LL 30 MAX PSF REF 7' STBK CS DATE 06/25/99P FICq T DL 15 MAX PSF DRWG CS7SBK3A0699G '•, BCDDL 10 PSF t N0.42704 IL 0 PSF ENG SJP/KAR OT= LD. 55 MAX PSF STATE OF PAC. 1.33p.' 'c Qp%' •. ACING SEE ABOVE 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 294 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 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: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIE-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'UNOFRI DR., SUITE 200. MA ISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLHAVEAPROPERLYATTACHEDRIGIDCEILING. x.IMPORTANTK- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINEROOFTRUSSDIVISIONENGINEEREDPROUCTS, NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPL OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA.FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522. 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 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, qF kROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENT' DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION #92113 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. T-BRACE OR L-BRACE T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579,640 C TC LL i PSF REF CLB SUBST. DL PSF DATE 06/25/99 B(t DL PSF DRWG BRCLBSUB0699 Pilo. 42704 tA L PSF ENG MLH/KAR T0f, LD. PSF STATE OF t C.