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HomeMy WebLinkAbout186 Venetian Bay Cir (2)PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER PHONE NUMBER Morrison Homes 151 Southhall Ln 4200 Maitland, FL 32751 407-257-6940 _ CRC 041929 ELECTRICAL CONTRACTOR t7 C7 r SUBDIVISIONEn PERMIT # DATE PERMIT DESCRIPTION 5 PERMIT VALUATION SQUARE FOOTAGE 2g MECHANICAL CONTRACTOR n 0 PLUMBING CONTRACTOR d y MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE C k"IAMM City of Sanfora Certificate of Occupancy This is to certify that the building located at 186 Venetian Bay Cir. for which permit number 04-700 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family 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 Building: F. Ortiz Engineering: D. Sweet Public Works: R. Buckner Utilities: R. Blake Fire Department: N/A Zoning: N/A Morrison Homes Property Owner Date 05/07/2004 05/05/2004 05/04/2004 05/03/2004 Conditions (if blank, no conditions apply) 05/11/04 Building Official Date 4 S CERTIFCATE OF OCCUPANCY 611' r REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 04/30/04 F 0 PERMIT #: 04-700 ADDRESS: 186 VENETIAN BAY CIRCLE VENETIAN BAY CONTRACTOR: MORRISON HOMES PHONE #: KEVIN 407-832-5990 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. ngineering Public Works Utilities Ok Fire N/A 5/5 /v¢ Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) wl 0 39 5 Q 4/-7 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION PC SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 04/30/04 04-700 186 VENETIAN BAY CIRCLE VENETIAN BAY MORRISON HOMES KEVIN 407-832-5990 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 07 Utilities Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) DATE: PERMIT #: ADDRESS: CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** C.OJC C..CHECKUST.-.UTILITIES.DEPT, Rb'quest .Receired----_-_-_-_-_ -_TO t1fy kapec*----------- 04/30/04 inm l s DATE CONTRACTOR: PHONE #: Utility Inspector's Final, -------------------- FDEP Clearance - Wcrter, ---- - 04-700 FDEP Clearance - Sewer, ________ ---------- City Services Earsements __________ __________ 186 VENETIANut8r"QRQUjb% - 2yO VENETIAN BAQhe 7777777 sir._ MORRISON HOMES KEVIN 407-832-5990 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 Fire N/A Public Works Zoning N/A tikties Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC0401 CITY OF SANFORD 4/30/04 Address Misc. Information Maintenance 16:26:18 Location ID 240935 Parcel Number . . . 23.19.30.5-0000-0390 Alternate location ID Location address . . . 186 VENETIAN BAY CIR Primary related party Type information, press Enter. Special Sequence Code(F4) App Free -form information Date notes 1.00 CSVC UT LOT 39 *********** 10904 _ O CSVC UT SW DEV FEE $1700.00 WA DEV FEE 4 7_.6U CSVC UT BP - PD 1-8-04 SEE REC 4 n CSVC UT 4"WA METER SET FEE M0.00 PD - - 4 57n CSVC UT REC More... F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel a6ne # U09"HUG3 :its Rajjedad/pa3sel C O -T L.I --if v 3 /a,` \ /i Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) April 29, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 39 Venetian Bay, 186 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 186 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 39, "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, C 1Herx & AssociatesQCk40:) l9'I Darae L. Przemieniecki , P.S.M Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 r • NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A • PROPERTY OWNER INFORMATION For lnsuranoeCompany 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 186 Venetian Bay Circle CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 39 ," VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, 'rf necessary.) RESIDENTIAL LATITUDE/ LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): 9 - ##.##" or ® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REMSED DATE B8. FLOOD ZONE(S) Zane AD, use depth of flooding) 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 1311. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 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, V1430, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, ARIAH, ARIAO Complete Items C3.-a-i 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 \r 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) 15. 7 ft.(m) o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) H o d) Attached garage (top of slab) 15. 4 ft.(m) E 9 o e) Lowest elevation of machinery and/or equipment w 6 servidng the building (Describe in a Comments area) 15.1 ft.(m) AC Service a • o f) Lowest adjacent (finished) grade (LAG) 15. 0 ft.(m) Z C o g) Highest adjacent (finished) grade (HAG) 15.1 ft m) N o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) I. 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. CERTIFIERS NAME Darae L Prcemieniedd LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 SIGNAT DATE TELEPHONE chi / Yl 4 0-04 407-788$808 FEMA Form 81-31, January 2003 V See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance CornpanyUse: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Porrcy Number t 186 Venetian Bay Circle CITY STATE ZIP CODE Company NAIC Number SANFORD FL 3M1 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/oompany, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (fBM) provided by contractor from approved engineering development plans. TBM's not verified Note: Item C3 a on page 1, refers to Air conditioner 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. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front 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 ordnance? 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 FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are coned to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES 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 FEMA4ssued or communitymissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building 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 CITY OF SANFORD PERMIT APPLICATION Permit # : a `—1 (0 0 ez Job Address: y la V 0 r, n' Description of Work: Historic District: Zoning: Value of Work: Date: a- 1 Permit Type: Building Electrical _y__ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole X Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Requited) 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 _ Construction Type: # of Stories: # of Dwelling Units: Parcel #: Owners N Contractor Name & Address: Total Square Footage: Flood Zone (FEMA form required for other than X) Attach Proof of Ownership & Legal Description) a l't u e Phone: I V "1ror) — CD a q— 3 State License Number: ego C) (S y.? Phone & Fa ' nMS L. hn S— Q Contact Person: l l Srh r Phone: 7()S Bonding Company: Address: Mortgage Lender: Address: Arch ltect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: to addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the mquireme o Florida Lien Law, FS 713. Signature of Owner/Agent Date ignature of Contractor/ nt Date G Ste• I Print Owner/Agent's Name Print n ctor/Agent's Name Signature of Notary -State of Florida Date Sigallium of Notary -State of Florida t ennilllr Almodover J MY CWrIMIsalon DD272909 OFw{ Expires Dooembar 07 2007 Owner/ Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or - Produced ID _ Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) c-" 9L,61- - 2-03-204 12:59PI.1 FROM P. 1 v1 s 30 Permit p : V `1 - 1 60 Job Address: Dr: scriptioa of Illsioric Dlstr CRY OF SANPORD PERMIT APPLICATION 11. tv- ` 1 9) 0,1 Permit Type: Building Electrical Mechanical Plumbing Fire Spriokkr/Alarm Pool Etectt' leal: New StMoe - 0 of AMPS Addition/Alttruion Change of Service Temporary Peje Mechanical: Residential Non -Residential KcpLumment Now (Duct Layout'& L'itag, Cale. Requited) Plumbing/ New Commercial: M of Flxmm ' q of Water do Sewer Linn It of Gu Lines Plumbing/ New Resklential: H of Water Closcts _a_ Plumbiot Repair- Residential or Commercial Occupancy Type: Residential '9— Colnh11-CIAl Iadttstrial Toul Square FooloCt: Construction Type; p of Stories: M of Dwelling Uniu: Stood Zone: (PBMA form required for ataer tau X) Parch Y: ,/y Owntrs Neme A Addrtao: \' 1 O C LZ _ Anaca Proof e(Owaersalp tk Legal Deacripsots) l S bat k1r. 'h 0.\1 1-. a e Pbo. e: t-i n O iContractor Name AAddrera: \-.1` 5 c 1 lit. l d. . r L' u r•, ; 1. v 1 L' t- 1 , s,A ,r.a Stott llcsatt Number. L F L ') S Q T 10 _ Phone & Fae:3 _q L 3 - q A - -1 oa ertoa: { U Y 2 i1 Pbonal n ,;4 C Bonding Company Address: Mortesge Lender: Address; ArehltteVEnpinear: P one: Address: Fa;: Application Is hereby made to obtain a permit to do Oho work end installations Is indicated. I etn; fy that no work or installation has opountacod prior to the issuarmoofapermitendthatallwottwillbepes{onnod to meet tfaadardi of all hurt regulating oonstnvctioa in" juriadictioa I sndorsund that a separeha permit must be securod for ELECTRICAL WORK PLUMBINO, SIGNS, WELLS. POOLS, PURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNER' S AFFIDA VIT: l certify that ail of the fosetalng Information is accurate and that all wort will be done ie eompliaone wish an applicable law& rerulatittg oonsuuclionandconing. WARNING TO OWNI]R: YOUR FAIIAIRtl TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORfMPROVBMIiNTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOif(t LENDER OR AN ATTORNEYBEFORERBCORDINOYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the scquirerncnu of this permit, there maybe additional restrictioat applicable a this presclry shah pray be ftturtd In pubis records of thiscounty. and stem may be additional permits requited from orlrr governm rual entities tucb as waw mantgtmrnt distrim state agencies. of federal agencies. AKeptanca Of ponnit vcrnific"On that 1 will ootiljr the owner of ep of the roquiremetua ofFlorida Lien Law, F'S 71]. Sigcm ) arc 7 Signtture of ContT&MdAgent Data Print COMraetor/Agent'. Name Si(; rutuft 0 owly- Date y DEBBIE BLANraN Ownet/ Ag t Is _ naM(p IOI orDD 18849, Prudu Cdlf}63-Np7eoy tiery 25. 2007 F CrJotrry lhacourn Assoc Co. APPLICATION APPROVED BY: Bldr: Zoning:. Uttlttic.: Ptr Initial & Dare) (Initial k Date) (Initial df Date) Special Conditions: Initial & Gate) Signature of Noury.Statc of Florida Date ContrictotrAgcru it,__ Pcnunally Known to me of Roduccd ID _, 10-03-203 9:04AM FROM N,00D r0P P. 2 a,:,'ifs . !( ::;!r,"Ls') •,. .. j .'. CITY OF SANFORD PEB'MIT APPLICATION "' i ` "..'V. Permit # ! ` /O t. Job Address: / V• P `U Description of Work: Historic District: Zoning: Value of work: S Permit Type, Budifing Electrical Mechanical Plumbing Fire Sprinkler/Alann Pool Electrical: New Swim — # of AMPS Addition/Ahe[stion Cbauge of Service Temporary POIC Mechanical: Residential Non-Residental Repkw= aft New (Duct Layout & Energy Cale- Regttircd) Plumbing/ New ConumercW: # of Fiul m Il of WWcr St Sewer Lines # of Gas Lines Plumbing/New Residential: # of W to Closers 9 Plumbing Repair — Residental or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Co" ruvdon Type: a of Stories: # of Dwelling Units: Flood ZORC (FFMA form required for other Lb" X) Parcel 0: , T ( Attic Proof of Ownership & Legal DescMptlon) - Owners a u & Addr s: G Phone: Co a ' or Nano & Add- 1 w// tate I.icestse Number: ,,/ Phone & Far7r/ ^ Cogner Percoo: Gas r Phone: -f30 doniliag Corupauy: Address: _--,,.• Mortgage Leader: Address: Architect/Utigiucer: Phone: Addre»: Far: Application is hereby made to obtain a permit to do the work and insallarions as indicated. 1 certify that no worts or installation has commenced prior to the issuance of a permit and that all work will be performed to meet tandards of all laws regulating cooswetiva is thiS )utiadietion. I understand that a wparwc permit must be secured for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS, POOLS. FURNACES, BOILERS, HF,ATERS, 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 is compliance with all applicable lawns rcrulating construction and zoning. WARNING TO OWNER; YOUR FAILURE TO RECORD A NOT(CI3 OF COMMENCEMENT MAY RESULT IN YUI)ll Ft.Y INU TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY SEFOKE Kt;CORDING YOUR NOTICE OF COMMENCFMF.NT. NOTICE: In addition to the mquirements of Otis permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and shore may be additional permits required from other governmental entities Such as water management districts, state agencies• or federal agencies• Acceptance of permit is verification Omar 1 will notify the owner of the property of the requirements of Florida Licn Law, FS 713. Signature of Owner/Agent Date Signature of Coma tar/t Agent — Date Pant OwnedAgcnt's Name Stgnature of Notary -State of Florida OwncrlAgent is _ Personally Known to Me or, Produced IU APPLICATIUN APPROVED BY: 0149: Initial L, Date) Special Conditions; Date wnary-Sate of Florida Date Contractor/Agent is. Personally ! i wn t,wo Stokes Produced ID mission OD024871myL'011' Wres M" 13 2005 Zoning: Utilities: or FD: initial & Date) (Initial & Dato) (Initial At Date) Permit # :—— Job Address: lSL Description of Work: Historic District: Zoning: g'alohn Ile, ctfadf Y;z' 0 c f/• ry. Co n,) CITY OF SANFORD PERMIT APPLICATION y n Date: //Zy D 3 - ; Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _, Addition/Alteration Change of Service Temporary Pole V" Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 3 Plumbing Repair — Residential or Commercial Occupancy Type: Residential %/ Commercial Industrial Total Square Footage: ,20 • Construction Type: GM LL # of Stories: # of Dwelling Units: _ Flood Zone: _p_ (FEMA form required for other than X) Parcel q: Z3—/ q- 30— 50-9— 01000 _ --3!Z 0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: S/ Soarq.,Y46( U A1,!F* ix, M,/%CAAW 3 2 75 I Phone: 407 62900 77 Phone & Fax: WVi Bonding Company: Address: Mortgage Lender: /V 14 Address: 4 Architect/Engineer: ,{ (, , 1• ` • `_ Phone: Address: aI Jit1CQ/ /17 /fLDI Rl/ JLJ I i 30i7 i ir••:. Fax: n • it Application is hereby made to obtain a permit totdo the work a issuance of a permit and that all work will be pe Cormed to mee s permit must be secured for ELECTRICAL WORK - AIR CONDITIONERS, etc. fy that no 4rk or installation has commenced prior to the tnstructt:oq-ytn this jurisdiction. 1 understand that a separate NACES,.pIDILERS, HEATERS, TANKS, and OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A 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 this county, and there may be addit)gryl permits required from other governmental entities such as water man erty of the g d 1 Print Owner/Agent's c 8 CC Signature of taryNo- Flo ate uJ /' s rQ Owner/Agent is v Personally Known to Me or i `0 _ Produced ID JQA g APfLtATION APPROVED BY: Bldg. l ` Zoning: Initial & Date) Special Conditions: may be found in the public records of cts, state agencies, or federal agencies. iirements Flo a Lie 13. i 1 0 o g Signature C ntractor/Agent D e HI`4 S STE/1v Z Z d N 9 Print Contractor/Agent's Name 2 m Signature of Notary -State of fforida ate Contractor/Agent is Personally Known to Me or Produced ID AVA Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) s5 3,' r 't pi:-4a+mw vr. ,.;• .,..; .;' :.1:.t'%" ..1"ljL? 1''f!;-I• .r• 4 r CITY OF SANFORD•PERMRi' APPLICATION Permit Date: IeL Job Address:, Description of Work: Pool _n( 1,ro Llllvi?^ cit)rgv Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pogl Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempor`sry Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale Roquired) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wate losets Plumbing Repair— Residential or mmercial Occupancy Type: Residential Commercial Industrial Total Foots e: Squareq g cl_` Constnrction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: _p( J I T OU— Owners Name & Address: J 1 Phone: Contractor Name &'Address: Sta Phone & Fax: ontact Person: Bonding Company: Address: Mortgage Lender: --"— Address: - -- Archit Address: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no woe on stallation has conulenced pr reel to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatePermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, 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 regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y(A I I< IIA YTNGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable this county, and there may be additional permits required from other governmental entities such as a Acceptance of permit is verifi tha otify the owner of the property of the requiremy of FlIAA Signature Date' - W ure of C I111 1I ( Print()wne/Agent's Name — .. e A n Pnnt Contract( argnature of Notary -State of r CYNTHIA P. GEBHART Notary Publlc - Stato of Florida 2 by Comm. Expires Alan 17, 2W6 O-ner/Agent is Persona or Commission i DOGINI285 C Produced IU Bonded By National Notary Assn. APPLICAI ION APPROVED BY: Bldg: .O lunulg: linitial & Dale) (Initial & Dalc specli! ('Jnilrllulli: this property that may be found in the public record; of runa yfhent districts, state agencim, or frrlr.l al ;1gencies. Date is late of Flonda Date 1 rr" ws CYNiHIAP.GEBHARf lrlel0r/Ace-: a erso of 001 Public - Stole of Florida Produce".:) 2 e Ay Comm. Expires Ayr 17, 20M Carnmislon ! DDOWSMa ... Bonded By Nabond Notary Assn. I (Initial K Uatc) (11> 113 l & pa;; TP Ll-) _ 4. Power of Attorney The undersigned hereby appoints Tami C;auley or Teala Ragan as attorney in fact to apply for and receive a building permit for he following address: EJO-mI -1 My attorney is hereby authorized to do everything necessary to apply for and receive the said building permit and I ratify everything the said attorney shall do on my behalf. Florida Pool Ir losures SCC056689 i• V''•,, C1'MNLAP. GEEiLOX f_ N0taryPUG[. - Sts a Cf FWe, Corn. EVL' W M-T 11, 2X6 CCr.+nlssfai ! W 3 ,-5 RI Nr7onsr N:fry AW. 3 C Ota P. Gebhart Seminole County Property Appraiser Get Information by Parcel Number Page I of 1 PARCEL DETAIL W 1 Q f1Z i rq 1- w D 7Cr Z COy, r or 7] 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 23-19-30-502-0000 Tax District: S1 0390 SANFORD Number of Buildings: 0 Depreciated Bldg Value: $0 Owner: NORRISON HOMES Exemptions: Depreciated EXFT Value: $0 Address: 151 S HALL LN STE 200 Land Value (Market): $26,000 City,State,ZipCode: MAITLAND FL 32751 Land Value Ag: $0 Property Address: 186 VENETIAN BAY CIR SANFORD 32771 In $26,000 Subdivision Name: VENETIAN BAY Assessed Value (SOH): $26,000 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $26,000 2003 VALUE SUMMARY SALES Deed Date Book Page Amount Vac/Imp ZOu3 i ax Bui Amoui WARRANTY DEED 1112003 $3,476,000 Vacant 2003 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND Land Assess Land Land LEGAL DESCRIPTION Method Frontage Depth Units Unit Price Value LOT 39 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000,00 $26,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. PROl'FRTN APPRAI1 Fi aWM_ 110M9E PAGE re_web.semi nole county_title9PARCEL=23193050200000390&cbparcel=231930502&cepa3/22/2004 FROM :MORRISON HOMES FAX NO. :4073301125 Feb. 10 2004 08:51AM P1 tax . .Assacrates .Tic. Land' Survey•Ing' - 789 Douglas Avenue, A/talhonto Springli Florldti. 32114 (407)788-8808:•' M@mbqr or fhe leloddil adrvaylnp and Mappfnp Society and Anfarfoan Cung.Maa bn Surwylnp end MOWN ' NRpofSurveyLINESEARI QtSTANCE L 2 S 00000'17'' E 60,00 t. 0 1, law p` ( 1 CAA ` .PALM DR 1 VE Ll 10.0 f o, o t'r'•'i 22.0' to $ i 1971) • Rj)OOKMOgODC It lh JI&L FAMILY MtJ Ofr+ tj eta FIN. A. L. tLEY115.6 LOr J8 ; 4 m LOT 40 Ln 11) O 10A 20 O tt1'""':..w: L" Y 'i •. .' • Pry rn O rrn L2 C f 773, 8700l 00 17'Wc REFERENCED AEAAINO L R/W) TRACT 'F' PRIVATE50 ROAO.WAY SETBJICKS: Co orap • Mar 62 X. Front 25" Rear 20 WE DATA C! 1'Y OF ' SANFORD , ; • SidA 5 ' Corner t5' WMVIOIb SVk Fr. ••46% LEGAL DESCRpTON Lot 39 ' V •E N E T I A N' BA Y ' • U*m Lot Wdfh 60• 1 LOT Sa FT.. aecordng to 'rho plot thereof oe recorded. in PW Book ' . ' I M P. E R V I 0 US AREA • 11.8 6 SO. FT 01 pages - or the Pl6k Row& of saiMe County. Florida Note: 8sei+gt "an hereon ore referenced to the CA ' of at bong N OOVO17'W. FLOOD HAZARD DATA: The parr shom hereon 'Fie eirhn Flood Zone 7C. occorotng to the Flood kwooce Rote -Mco CONVAI6 yy Palo Number Verrlcd 'dahm is based qn WVD per Engn b Nod H i 11 i 1,2 0 2 8 9 0'0 3 5 1t . Doted 0 /•1 7/ 9 5. eanihvCflon Y Job NAOr City of Sonford Coernl4V Nnber Q0294) General Notes: proposed Ldgend a nm '"""''" reared d hrn) as IHiar OAA 0fedrRaoW*6N M Thb is a BOWDARY Sumy performed In the 1Wd on utiu'ly WIS118llons, underground Improv ementS of ddldewesl Pd Fiat Book PC Point of con tur* ' 4. No *#dst, turNce of subsurface subSUlfiee4aNilerroroaehmenls Irany, werofocafed Butidkfp tea shown are to the enteAor unnnished foundation Sorfoef or fomtboard. CA C rd W cw af,v,rlrala(Deee)Anete : CALC CoWsted PCC Pow d competod a ff"O" PcA. hmrenantON" pbw Pp aroory 3. 4. Elsvtoonsshown hs/eon• M any, ore'sasumad end wen obtained fibrin approved. 00 Chonleed1w PRµRehr•rwo Or~ ConS(nmiltrrf Wens provfdad by (he CF1ef unless otherwiMnefed, and are Shown dust dtiferencebsleveubnnrafrvetotheassumedCOChord G.M. t:onaNa Ai i Lyon operp• p C. a d ony todeptetheproposedortemporaryBenchmark shown hereon. a The Shown hereon Is subject to an easement#, ros v uons6 reebkfbna, and EL or Rev awneon FINAL EL 19evio0on fMOtns•d) i o. a raw at cordme"eenianl p,L' Pbw orerk.asap! parcel Fdphtsd wyo/rcCo d whaNar depMed eat. not on Nis document. Me search of the M.R. tatter R Aedllpy fiter•fbn Me. dnf d M rea Clavettse PT,,, Ptit1 d ltinpsnoy Publb Records haA been trade by this office. LP. Ion Flo& A The legal deledpt/on shown hereon is as hnnfshod by c9onf. d1shim"A end d1udlane Off MO same unNss afharwlSe noted. Lot Ian Rod L Ara l•r.srh Mo Red u,,• Tea Raawwe F. PfettedandmeasuredDtnofssfi• koit rod Mth yoRowptastio sup marked L9I037 or LSJ 182, or Le Ikera•dau* as Ld' Lane sdr**W Rnv Rfpnl- 0r wi rf r+ drmsrlr M1 kenladWsihredptasfkcepmarked 'mess Comte. unless ethbrAlsa Acted As Reams o Denofas PAR (Porma 1•nf control podlp M Danoba poman nt lie/eaten* Morlument NA7(NaO) thl and Okk N.R W ROW et, P• e•e ar I free Yei•ol fee* WwNpl TIOZE vand wrtMat Mo dpr ehwe end Me erlpkral nb•d seal Drove Ir : EN ed sun+y r wI eat eafetAerequtnrtwrd176eµrlmueT>tehnkef Ch•ek•i 6 .1 Dr as"'M ledNfJl MtAdn !sfMCod1: r•perei Fort AMRAISON Sketch or - Legal Detcriplfon .J.bH•bert o!•0 7•0! This 'Is not o SurVOY reel• r I'• 3o' OLA Plsl I•a pttrf•r oir 09.29.03 e Ne f070 F*•a • t lee Srr•er: DerM L / 11 rr11Med(RS1fJR RepfdMd r) •Ad IWPWar F l a • f a r e •y Woh RHanr, P.AV w U#A"rN&toot A•.f•roa1 t Has AModrl• e Mti, Sate** Of Fblda SECTION 1 Jni _%7 11&41t: I /1-IA-1 t;A-il SCREENED ENCLOSURES e%() 2(,E-5 Table 1.1 Allowable Spans For Primary Screen Roof Frame Members Aluminum Alloy 6063 T-0 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30'-30'-00" North (Jacksonville, FL) Hollow Sections Tributary Load Width 'W' = Beam Spacing X-O" 5'-0" 6'-0" 8'-0" 9'-0' Allo le Span 'L' / in 'b' or deflection 'd' 2" x 2" x 0.044" 9'-10' b 8'-7' bl bi 6'-6' b 1 6'-1ul 5'-8" b 2" x 2" x 0.055" 10'-9" b 9'-4' b 8' D '-7' b 7'-1- b 6'-7- b 6'-3' b 2" x 3" x 0.045" 13'-4- b 11'-7- b 4' b 9'- b 8'-9' b 8'-2' b 7'-8' b 2" x 4" x 0.050" 14'-8' b 12'-8' 11'-4" b 10'4' 9'-7' b 8'-11- b 8'-5- b Self Mating Sections Tributary Load acing 3'- 0" 4'-0" 19'. 11' b Allowable 17'- 4' b Span' 15'- 6' 14'-2' b 13'-l' b ction' d' 12'- 3' b 11 6' b 2" x 4" x 0.044 x 0.100" 2" x 5" x 0.050" x 0.100" 24'-9- b 21'-5' b 19'-2- b 15'-2' b 14'-3" b 2" x 6" x 0.050" x 0.120" 28'-7- b 24'-9' b 22'-2' b 20'-3' b 18'-9' b 17'-6' b 16'-6' b 2" x 7" x 0.055" x 0.120" 32'-3- b 27'-11' b 24'-11" b 22'-9' b 21'-1- b 19'-9- b 18'-7- b 2" x 7" x 0.055" w/ Insert 42'-10' b 37'-1' b 33'-2' b 30'-4" b 28'-1- b 26'-3' b 24'-9" b 2" x 8" x 0.072" x 0.224" 41'-7' b 36'-1" b 32'-3' b 29'-5' b 27'-3' b 25'-6' b 24'-0' b 2" x 9" x 0.072" x 0.224- 45'-1" b 39'-1' b 34'-11- b 31'-11- b 29'-6' b 27'-8' b 26'-1" b 2" x 9" x 0.082" x 0.310" 49'-6- b 42'-11" b 38'-4' b 35'-0- b 32'-5- b 30'-4' b 28'-7' b 2" x 10" x 0.092" x 0.369" 59'-0' b 51'-7- b 46'-1' b 42'-1- b 38711" b 36'-5' b 1 34'-4' b Snap Sections Tributary Load Width 'W' = Beam Spacing 3'- 0" -0"1 5'-0" 6' 7'-0" 1 8'-0" 1 9'-0" wable Spa ending'b' or deflection'd' 2" x 2" x 0.044" 11'-9" b 10'-2- b 1' 8'4- b 7'-8' b 7'-2' b 6'-9' b 2" x 3" x 0.045" 15'-1' b 13'-1' b b 10'-8' b 9'-10' b 9'-3' b 8'-8' b 2" x 4" x 0.045" 18'-5- b 15'-11' b 4'-3" 13'-0" b 12'-1" b 11'-3- b 10'-8- b 2" x 6" x 0.062" 31'-3- b 27'-1' 24'-2- b b 20'-5' b 19'-2' b 18'-0' b 2" x 7" x 0.062" 34'-9- b 3 b 26'-11' b 24'-7 b 22'-9' b 21'-3' b 20'-1' b Notes: 1. Thicknesses shown are 'nominal' industry standard tolerances. No wall thickness shall be less than 0.040". 2. The structures designed using this section shall be limited to a maximum combined span and upright height of 55' and a maximum upright height of 20'. Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10# / Sq. Ft. for up to a 150 M.P.H. wind load. 4. Span is measured from center of beam and upright connection to fascia or wall connection. 5. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 6. Purfin spacing shall not exceed 6'- 8' . For beam spans greater than 40'-0' the beam at the center purlin and one purfin for each 14'-0' on each side of the center purfin shall include lateral bracing as shown in detail (48'-0') span with purfins at 6'- 8' o.c. center purlin and (2) purlins each side of center purlin need lateral bracing. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with 'W' = 5'-0" = 11'-4" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE ( 386) 767-4774 FAX ( 386) 767.6556 PAGE COPYRIGHT 2003 1. 54 NOT TO BE REPROQUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 I SCREENED ENCLOSURES Table 1.3 Allowable Post / Upright Heights For Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 c- a aarnnd wind oust at velocity of 120 MPH or an applied load of 14 # I sq. ft.' Hollow Sections Tributary Load Width 'W = Upright Spacing 3'-0" 1 4'-0" 1 5'-0" 1 6'-0" -0" 8'-O 9'-0" Allowable ht'H' / ben 'b' or deflection 2" x 2" x 0.044" 8'-4' b 7'-3' b b'-6' S'- b 1 5'-6b 1 5'-1' b 4'-10" b 2" x 2" x 0.055" 9'-1' b T-11' b 7'.1- b b 1 5'.11- b 1 5'-7' b 5'-3' b 2" x 3" x 0.045" 11'-3" b 9'-9' b 8' 9' 7'-11' T-5- b 1 6'-11- b 6'-6' b 2" x 4" x 0.050" 12'-5' b 10'-9' b 9' b 8'-9" b l' bj 7'-7- b 7'-2- b Tributary Load W' - tinriqht Spacing 3'- 0" 4'-0" 5'-0" 6'-0" 7'-0 8'-0"1 91-0" Self Mating Sections Allowable Height' ection'd' 2" x 4" x 0.044 x 0.100" 2" x 5" x 0.050" x 0.100" 2" x 6" x 0.050" x 0.120" 2" x 7" x 0.055" x 0.120" 2" x 7" x 0.055" w/ insert 10. 11" b 20% 11' b 24'- 2" b 27'. 3" b 36'- 3" b 14'- 8- 18'- 1' 20'- 11' 23'- 7' 31'- 4" b b b b b IT- 1- 167- 2" b 18'- 9" b 21'• 1- b 28'- 1- b 11'- 11' b 17'- 1' b 19'. 3" b 25'- 7" b 11-- l' b 15'• 10' b 17'- 10' b 23'- 9' b 10'- 4' b 12'- 10- b 14'- 10' b 16'- 8' b 22'- 2- b 9'- 9' b 12'- 1' b 13'- 11' b 15'- 9' b 20'- 11' b 2" x 8" x 0.072" x 0.224" 2" x 9" x 0.072" x 0.224" E41'- 10' 2" x 9" x 0.082" x 0.310" 2" x 10" x 0.092" x 0.369" 35'- 2' b 38'• 2" b b 50' 4' b 1 3Q'-6' 33'- 0" 36'- 3" 43'- 7' b b b b 1 27'-3' b 29-- 6- b 32'- 5" b 3°'- 11' b 1 24'-10" b 25'. 11" bi 29'- 7' b 35'- 7" b 1 23'-0- b 24'- 11' ol 27'- 5' b 32'. 11' b 2V- 6" b 3'- 4' b 25'- 8' b 30'- 10" b 20' 4' b 22'- 0' b 24'- 2' b 29'- 1' b Tributary Load Width 'W'= Upright Spacing Snap Sections 3'-0" 4'-0" 1 5'-0" 6'-0" 7'-0"1 8'-0" 9'-0" Allowable Height'H' / ben g'b' or deflection'd' 2" x 2" x 0.044" 2" x 3" x 0.045" 2" x 4" x 0.045" 2" x 6" x 0.062" 2" x 7" x 0.062' 9'- 11' b 12'- 9" b 15'- 7' b 26'- 5" b 2'• S" t• 8' 7' b I V-0' b 13'- 6' b 22'- 10" b 2-' S' b 8' b 9'- 1 b 12-- l' 20'• b y" b 7'- ' b 0" b 11'- 0" b 1 b 23'• 9" 6'- 6' b 8'- 4' b 10'- 2" b 17'- 3' b 13'- 3" b i_ 4 A .... 6' 1' b 7'- 10" b 9'- 7' b 16'- 2' b 17'-; t b 6llr- finn 5'-9' b 7'-4' b 8'-11" b 15'-3' b 16'•11' b nano For allowable heights at wino volocices ou,erfor tables atthebeginningofthissectionandexamplebelow. Note: 1. Thicknesses shown are 'nominal' industry standard tolerances. No wall thickness sha!I be less it an 0.040'. 2. Using screen panel width 'W' select upright length 'H'. 3. Aboveheightsdonotincludelengthofkneebrace. Add horizontal distance from upright to center of brace to beam connection to the above spars for total beam spans. 4. Site specific engineering required for pool enclosures over 20' in mean roof height. 5. Height is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2' x 2" x 0.044" min, and set @ 36' in height can be considered as residential guardrails provided they are attached with min. (3) #10 x 1-1/2" S.M.S. into the screw bosses and do not exceed 8'-0' in span. 7. Heights may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR'C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368• SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6556 PAGE COPYRIGHT 2003 - ' 1-56 NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUT TFE WRITTEN PER&?ISSION OF LAwRENCE E. BENNETT• P.E. SCREENED ENCLOSURES SECTION 1 Table 1.2 Allowable Spans For Secondary Screen Roof Frame Members Aluminum Alloy 6053 T•6 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30'-30'-00" North (Jacksonville, FL) A. Sections Fastened To beams wan L.II s Tributary Load Width 'W' Purlin Spacing Hollow Sections 3'•6' 4'-0" 4'-6" 5'-0" 51-6" 6'-0" V-8- Allow e Span 'L' / . ing 'b' or deflection 'd' 2" x 2" x 0.044 2" x 2" x 0.055" 3" x 2" x 0.045" 2" x 3" x 0.045" 2" x 4" x 0.050" 7'•8' d 8'-1' d 8'•8' d 10'-9' d 12'-2' b 7'=' 7'•9" 8'•3' 10'-3' t t' C C C b C 7'-5' c 1' 9'-9" b t0'-E' b o'-9' 7'-2- 7'-8' 3' 10'- C d C b b 6'-6' b 6'-11' d 7'-5' 8%1.0' b 9' 8' b 6'-3' b 1 6'-9' d 8'-5' b 9' 3' b S'-1 t' I 8'-0' 8'-9' b b b Snap Sections Tributary Load Width 'W' = Purlin Spacing 3'-6' 1 4'-0' 4'•6' 5'-0" 6'-0" 6'-8- Allow a ' Spa bending 'b'ordeflection 'd' d 2" x 2" x 0.04-t 8'•5' d 8'•1' c 7' ' 7'-6' d 7'-3' d 7'-0' d[6-9- b 2" x3"x0.035" 2" x 4" x 0.045"'-8-dt3'-6' 1 l'-7- d t 1'-l' J8d d 4' d 12 - b 9'• 11' b 12•2b 9'• 6' b-0' b'-1' b B. Sections Fastened Through Beam Webs Into Screw Bosses Hollow Sections 2" x 2" x O.Ost" 2" x 2" x 0.055" 2" x 3" x 0.050" 2" x 4" x 0.050" Tributary Load Width'W = PurlinS paci.n 3'-6" 4'-0" 4'-6" 5'-0" 6'-0" 6'-8- Allowable Span 'L' / bending ' b' or deflec 6'•11- b 6'- 7' b 9'-5' b 8'- 11' b 10'' 9'-2' b b E12- b 13'- 7- b 6'• 7. b 9'- 4' b 11'- 7' 12'•8- b 8'• 1' b 8'- 10' b 1J'• 11' b 11'- 11' b 7'- 8' b 11 b 10'-4' b 11'- 4- b 7'- 4' 7'-11' b 9'• 10- b 10'- 10' b Tributary Load 'Y/' = Purlin Spacing Snap Sections 3' 6" All _ ,e n 'L' / bending 'b' or deflection 'd' t" x 2" x O.0 : b t' _ .7 c'•1' b 8'-8' b 8' 4' b 7' 1' t Notes: 1. Thicknesses s o:rn are 'nominal' Indust:/ s:andar toierances. No wall thickness shalt be less than 0.040'. 2. Spans are based on a minimur. of 10= / Sq. F:. for up to a 150 M.P.H. wind load.3. Spar, is measured from center o.` bearn and upright connection to fascia c. w'a'i oonne-e on. 3. Sean is measured from center of beam and upr!S': tonne=::on to fascia or wall connection. 4. Purlin spacing shall not exceed 6'-8'. For beam sans greater than 40'•0' the beam at the center purlin and one purlin for each 14'-0' on each side of the tether Furlin shall include lateral bracing as shown in detail 8'-0") spat withpuffinsat6% 8' o.c. center pudin and (2) purlins each side of center purlin need lateral bracing. S. Spans may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. Example: Max.'L' for 2" x 4" x 0.050" hollow section fastened to beam with clips with = 5'-0' = 10'-2" Lawrence E. Bennett, P. E. CIVIL ENGIN4ER • OEVELOPMENTCONSULTANT P. O. BOX 21436a. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (336)767-6556 COPYRIGHT 200 - NOT TO BE R: PR000Ct0 IN WHOLE OR IN PART, WITHOUT Tr:':: R:7, PER-'ISS!CN OF tA':!R=_r,CE E. BENNETT• P.E. PAGE 1-55 SCREENED ENCLOSURES SECTION 1 Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing Beam Upright Minimum Purtin, Girt Deck Notes Minimum Number of Screws' Beam Stitching 8 x Size Size d. Knee Brace Size- Anchors 'i," #10 x'/," #12 x'/," Screw ca 24" O.0 2" x 3" 2x 3- 2' x 2- x 0.044" 4" 2 Full Lao 6 4 4 k8 862" x4' 2'xe- 2'x2'xC.O:" 2 Full Lao 8 6 4 rio low A x . x44" u 8 6 4 #3 2"x6" 2'x3' 2'x2'x0.044, 4 Full Lao 10 8 6 #10 10 2" x 6' 2" x 4' 2' x 2' x 0.0-W 4 Pa^ia! Lao 10 8 6 12 2" x 7•' 2' x 4' 2- x 2' x 0.044" 4 Pa-ia! Lao 14 12 10 2"x8- 2'x5' 2.x3-x0.044' 6 Pa-ialLao 16 14 12 #14 2" x 9' 2' x 6' 2' x 3- x 0.045" 6 Par:al Lao 18 16 14 1 914 2" x g-•• 2' x 7' 2' x 4' x 0.050" 8 Par -.-al Lao 20 18 16 #14 2" x 10' 2- x 8- 2' x 4' x 0.050' 10 Partial Lao 20 18 16 914 Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness 3 5/ 16- 518" 2' x 7' x 0.055' x 0.120- 1/16- = 0.063- 10 3/ 8' 3/4' 2' x 8' x 0.072' x 0.224' 1/8' = 0.125' 12 1/ 2' 1' 2' x 9' x 0.072' x 0.224' 1/8' = 0.125' 14 or 1/4' 3/4" 1-1/2' 2' x 9' x 0.082' x 0.306' 1/8' = 0.125' 5/16' 7/8" 1-3/4' 2' x 10' x 0.092' x 0.369' 1/4' = 0.25' 318" 1' 2' Refers to each side of the connection of the beam and upright and each side of splice connection. 0.082" wall thickness, 0.310" flange thickness Note: 1. Connection of 2'.x 6' to 2' x 3' shall use a full lap cut or 1/16" gusset plate. 2. All gusset plates shall be a minimum of 5052 H-32 Alloy or have a minimum yield strength of 23 ksi. 3. Forbeamspliceconnectionsthenumberofscrewsshownisthetotalforeachsplicewith112thescrewsoneach side of the cut 4. The number of screws is based on the maximum allowable moment of the beam. 5. ThenumberofdeckanchorsisbasedonRAWLRTappera!lowable load data for 2.500 psi concrete and / or equal anchors may be used. The number shown is the total use 1/2 per side. 6. Hollow splice connections can be made provided the connection is approved by the engineer. 7. Ifalargerthanminimumuprightisusedthenumberofscrewsisthesameforeachsplicewith1/2 the screws on each side of the cut. er shall have an intema! or external gusset plates. Gusset plates are 8. A!I bear, to u;,rigit w::nect!cns for 2' x 7' beams or Ia:s_ required for mansard or gable splice connections. 9. For gusset plate connections 2' x 9' beams or larger use 314" long screws. 10. Thesidewal! upright shall have a minimum beam size as shown above, ie., a 2' x 4' upright shall have a 2' x 3' beam. 11. Connectbeamtouprightw/ H-bar, gusset plate, or angle clips for each splice with 112 the screws on each side of the cut. Table 1. 7 Minimum Size Screen Enclosure Knee Braces And Anchoring Required Br th 0' - 2'- 0" Extrusion Anchoring System 2' x 2' x 0.044" 2' H-Channel With 3 910 x 12' EACH SIDE 2' x 3' x 0.045" 2' H-Channel With 3 #10 x 1/2' EACH SIDE To 4'- 6' 2" x 4' x 0.044- x 0.12' 2- H-Channel With (4) 3/4' long screws size to be determined by beam size, see table 9.6) See I Bole T.b ror rvumuer tutu Note: 1. For required knee braces greater than 4'-6' contact engineer for specifications and details. 2. Cantileverbeamdetailshownonpage1: 32 shall be used for host structure attachment when knee brace length exceeds 4'-6'. Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSUL TA.VT P.O. BOX 214368. SOUTH DAYrDNA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6556 PAGE COPYRIGHT 2003 NOT TO BE REPRODUCED IV WHOLE OR IN PART WITHOUT THE YIRITTEN PERMISSION OF LAYIRENC E. BENNETT, P.E. 5 SECTION 1 SCREENED ENCLOSURES CONCRETE DECK EDGE 2" x 2" PRIMARY ANGLE VARIES 5d (MIN.)' 2-1/2" (MIN.; BOLT 0 5d DISTANCE 1/4- 1-1/4' 3/8- 1-7/8' 1" x 2" O / B BASE PLATE (TYP.) 10 x 3/4" S.M.S. (TYP.) 2 " x S.M.B. COLUMN V 9 8 8 8 8 6 0 e DETAIL ILLUSTRATES TYPICAL 2" x 4" S.M.B. THRU 2" x 9" SUB CONNECTIONS SCREEN SECONDARY 2" x 2" x 0.063" ANGLE (SEE SECONDARY ANGLE ANCHOR SCHEDULE AND SECTION 9) CONCRETE ANCHORS INTO PRIMARY AND SECONDARY ANGLES T S.M.S. STICHING SCREWS @ 24" O/C FOR S.M.B. (SEE TABLE 1.6 FOR SIZE) TOP VIEW POST TO DECK DETAIL SCALE: 3" = V-0" SECONDARY ANGLE ANCHOR SCHEDULE COLUMN SIZE S.M.B SB TOTAL CONCRETE ANCHORS TOTAL 10 x ?/4" S.M.S. 2 x 4 4) 1/4" 6 2 x 5 4) 1/4" 10 2 x 6 4) 1/4" 8 2 x 7 4)1/4" 12 2 x 8 6) 1/4" 14 2 x 9 6) 1/4" 16 2 x 10 10) 1/4" 18 SEE SECTION #9 FOR ADDITIONAL ANCHOR INFORMATION Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767.6556 PAGE COPYRIGHT 2003 1 Ap NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 SCREENED ENCLOSURES BEAM - SCREEN ROOF 0.050" H-CHANNEL F— OR GUSSETS eee e e e } Jww 45°t Z < Qag > O - uJ 2 CnzC I _ LENG OF KNEE B E HOST STRUCTURE ROOFING 2) 2" LAG SCREWS SEE SECTION 9 FOR SIZE) 2" STRAP - LOCATE AND FASTEN PER STRAP LOCATION DETAIL PAGE 1-20 FASCIA AND SUB -FASCIA 2" x 2" ANGLE WITH (4) S.M.S. SEE SECTION 9 FOR SCREW SIZES) EACH SIDE TO BEAM TO SUPER OR EXTRUDED GUTTER e e ee ee ee ekd COMPOSITE 2" x 3" EAVE RAIL T POST TO BEAM FASTENING SEE TABLE 1.6) POST SEE TABLE 1.3) SCREEN MAY FACE IN OR OUT) REQUIRED KNEE BRACE MINIMUM SIZE AND CONNECTION (SEE TABLE 1.7) IF KNEE BRACE LENGTH . EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS Lm e SUPER OR ! e EXTRUDED MAX. DISTANCE TO GUTTER HOST STRUCTURE WALL 24" WITHOUT SITE SPECIFIC ENGINEERING SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL (aD- FASCIA - DETAIL 4 SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6556 PAGE CD COPYRIGHT 2003 1 -26 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUTTHE WRITTEN PERMISSION OF LAWRENCE E. BENNETT.P.E. SECTION 1 SCREENED ENCLOSURES STRAP SUPER OR EXTRUDED GUTTER j HOST STRUCTURE / v/ SPACING/2 SPACING/2 SPACING/2 f SPACING/2 BEAM SET SPACING BEAM SET SPACING STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT SCALE: 3/8" = V-0" 2" x _" x 0.050" STRAP @ EAC BEAM CONNECTION AND @ 1/2 BEAM SPACING W/ (2) S.M.S. PER STRAP T—(SEE SECTION 9) 1 2" S.M.S. OR LAG SCREWS ALTERNATE (SEE SECTION 9) TRANSOM UPRIGHT I I I I\ l \ SF(F \ \ ° SUPER OR S 6 EXTRUDED VgRGeE.gM\ GUTTERANGLE OR RECEIVING Fsi 6 CHANNEL ( SEE SECTION 9 FOR DETAILS) SCREW PATTERNS MAY VARY SEE TABLES OR NOTES FOR MAX. DISTANCE FROM FASCIA SIZE AND NUMBER OF I TO HOST STRUCTURE WALL SCREWS) 24" WITHOUT SITE SPECIFIC BEAM CAP ENGINEERING SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: 3" = l'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE ( 386) 767.4774 FAX ( 386) 767-6556 PAGE COPYRIGHT 2003 1 - 20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 1 2"x4"OR2"x6" SELF MATING BEAM 1" x 2" SNAP SECTIONS ATTACHED TO 2" x 2" W/ 10 x 1-1/2" S.M.S. @ 24" O.C. _ OR CONTINUOUS SNAP SECTIONS OR 2" x 3" (4) SPLINE GROOVE SECTION 1" x 2" OPEN BACK FASTENED TO POST W/ (2) #10 x 1-1/2" S.M.S. ATTACH 2" x 2" PURLINS TO SELF MATING BEAMS W/ (2) 10 x 1-1/2" S.M.S. INTO SCREW BOSSES SCREENED ENCLOSURES MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) i er e ! r eeI ALTERNATE FLAT ROOF SELECT FASTENER SIZE, NUMBER AND PATTERN SEE TABLE 1.6 & 9.5A OR 9.513) 2" x 3" HOLLOW OR SNAP SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) SCALE: 3" = l'-0" Lawrence E. Bennett,. P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P. O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE ( 386) 767-4774 FAX ( 386) 767-6556 PAGE - . COPYRIGHT 2003 " 1 o NOT TO BE REPROOUCEO IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF tAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 'I SCREEN y . . . , R; v X 3:4" 5. P0. S. E. CL-i S!tD SHy:;- SEE SC=EDU! E NEXT Pa. x 2" O.S. BASE PLATE (TYP.) I / I 6.f.' P:ti.ilMU.-M EDGE DISTA.- SECONDARY 6 o FROM EXTERIOR OF COLUL". 2" x (d - 2 ") x 0.063" ANGLE TO OUTS!DE EDGE OF SLP.= EACH S!DE CF CO!_Um, Wi ft10 8 8 v SOLT C - S:- 71STANCE S.M.S. S=E SCHEDULE :',:EXT PAGE) a/-' CONCRETE ANCHOR a _ ° GRADE SEE SCHEDULE NEXT PAGE) 7° 1-1/4" M'N. CONCRETE a-- ANCHOR E A3EDMENT NOTE: DETAIL ILLUSTRATES TYPICAL 2" x 4" S.M.B. COLUMN d252' CONNECTION MIN SIDE VIEW SCREEN CONCRETE ANCHOR THRU ANGLE OR WITHIN 6" OF UPRIGHT IF INTERNAL SCREWS INTO SCREW BOSSES 4 a d a I NOTE: SELECT CONCRETE ANCHOR FROM TABLE 9.1 6" (pAAX.) 6' (MAX.) 3000 P.S.I. CONCRETE_l FRONT VIEW a TYPICAL S.M. OR SNAP SECTION COLUMN 2) # 10 x 3/4" S.M.S. EACH SIDE PRIMARY 2" x 2" x 0.063" ANGL 1" x 2" BASE PLATE (TYP.) 1- 1/4" MIN. CONCRETE ANCHOR EMBEDMENT MAX. SPACING 24" O.C. FOR BOTH SIDES 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS SCALE: 3" = 1M-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOAMENT CONSULTANT P. O. BOX 214368. SOUTH OAYTONA. FL 32121 TELEPHONE ( 386) 767.4774 FAX ( 386) 767.6556 PAGE Cg) COPYRIGHT 2003 •7 NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUT THE WRITTEti PER :MISSION OF LAWRENCE E. BENNETT. P.E. 1 —4 I SECTION 1 SCREENED ENCLOSURES i) #10 S.M.S. (MIN.) - x 1-1/2" x 8" FLAT BAR 0 0 0 A 0 125" PLATE OUT ON 0 45° ANGLE LT OR TURNBUCKLE FOR 0 CABLE TENSION ESS STEEL (SEE TABLE) RIMETER FRAMING MEMBER TYPICAL UAtiL.t UUNNECTIONSLW, CORNER - DETAI EITHER A OR B 1" x 2" x 0.125" CLIP AND (4) 10 x 3/4" S.M.S. EACH SIDE FOR CABLES SCALE: 3" = 1'-0" A ALTERNATE: USE (1) 1/4" x 1-1/4" FENDER WASHER EACH SIDE OF FRAME MEMBER UMIN. (2) CLAMPS REQUIRED MIN. 1!4" EYE BOLT. WELD EYE CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTON& FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6556 PAGE COPYRIGHT 2003 1 -38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITT.eN PERMISSION OF LAWRENCE E. BENNETT, P.E. I SECTION 1 SCREENED ENCLOSURES STAINLESS STEEL CABLE CABLE CLAMP SEE TABLE) NOTE: SEE PAGE 1-38 FOR NUMBER OF CABLES REQUIRED 2" x 2" x 0.125" ANGLE 1/2" CONCRETE MIN.) FROM EDGE OF 3) OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 213 SCALE: 3" = V-0" SELECT ANCHOR FROM TABLE 9-1A MIN. SHEAR 607# FOR 10 3/32" CABLE AND 445# FOR 1/8" CABLE, FOR 3/32" CABLE 1-1/2" CONCRETE o 1/4" x ANCHORS (MIN.) P I 5d (MIN.) 5-1/2" (6" NOMINAL) \ 32 SLAB (MIN.) S v 5d (MIN.) J 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH ALTERNATE CABLE CONNECTIONS (a- FOUNDATION - DETAIL 2C SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767-6556 PAGE COPYRIGHT 20U3 1 -40 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. F.E. Cobbs show m1nimulm reqvbWMMX 6=Uon subject to them. 600i location may chain air ifte k*paction. Q c c_ Uv Ln.- 39 6X/ Cyx/I// J,e 40 c \N. vcJNNNNIN 76 1\78 \ 7H 78 73 78 C[k8{[Y U|, UIAMlHOL[ IMPAHT FEE STATEMENT ISSUED DY CITY OF ShNFORD STATEMENT NUMBER 104-75796 DUI1l>IN8 PERMIT NUMBER '' ' (CITY) CO]MTY NUMBER: f --- UNIl ADCRESS:_ _^L~_____________________________--____ Tkhr[3C 70XEx JUNISDICTIOX: C[C: TkP"-- RK: , }_ PAF[[]-: SUDDlVlSIOX: '/_//`]^z~ TRAIT: ___________________ PLAT T:'(-jON: PLAT BOOK PAGE: ' LOCK: \ OT: ~ y-'^u ---_- - APPLICAAT /E: --_------------'7........................................... ADDRE6S: ----------------------------------- LAND USE CATEGORY: 001 - Single Faoily DeLached Hcuce TYP[ HULL Renidential WORK DESCRIPTION: Single Family Hausp: Detached - Construction L B[EFIT R TE FEE U IT K TE PER 0 \ TYPE TUT L DU[ TYPE DIST SCPECULE DESC. UNIT OF UNlTS | 0]AJ A!:TFRIALS CO -WIDE O dwl unit 1 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit S 142.00 1 2 142.011) LI8RARY CO -WIDE O dwl unit ') 54.00 1 $ 54.00 2C||9OL1,11 CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 hMOUNT DUE' 1 2,205.00 STAl'[M8.NT R[ELIV[D DY: A____________________ TIEA'[ DATE':, KDTH TO R[[EIVIKG SIGWATORY/APPLICAAT: FAILURE TO KOTlFY UWNE|Z AND HqiNE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *14, DI3TRIPUTION: 1-CC[NTY 3-CITY 2-0nPLICAN7 4-COUNTY T*NU\`[*1:t PLRCOUS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PFRMIT. P[RSONq ARE A' -SO ADVISED THAT ANY RIGHTS OF THE A»PLICANT, OR OWNEk, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBKnRY SYSTEM AHD/O| FDUCATJOXA'- (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN R[CUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, OUT NOT LATER THnN CERTIFICATE OF OCCUPANCY OR MCUPAKCY. TPE RECUEST FOR REVIEW MUST MEET THE RE(lUlREMENT3 OF T|{[ UJ>,!TY DEVELO?MENT CODE. COPIES OF THE RULES GOVERNINO A»PEA'-S rAY BE PICKED UP, OR REQUESTED, FROM TPE PLAN IMPLEMENTATION OFFICE: 1101 [ACT FIRST STREET, SAYFO3D, FLORIDA 32771; (407) 665-7474. PAYMENT S[OULD BE PACE TO: CITY OF SA#FCRD DUI|'DIHG D[]`ARTM[NT 300. NORTH PARK AV[HUE UAN|'OKD. Fi PAYMENT O[OULD BE BY CPECK OR MONEY 2RDER, AND SHOULD DFFFRFNC[ 111[ 0TAT[KENT NUMBER AND CITY BUILDING F'ERMIT N]MBER AT THE TO,` LE{T OF T|V:: NUTI(J-:. TTTTHIS STATEMENT IS VA' -ID ONLY IN CONJUNCTION WITH ISSUANCE OF A*&):* FAMILY BUILDING Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I N 00°00'00'E 60.00' L 2 S 00°00'17'E 60.00' R I VERV I EW AVENUE r6' BRICK WALL 4.4 L I / F4.3' SET 5' OFFSET—" I N N 10.0 LOT 39 T A" GRADING 6.915 SO. FT. 10.0 SET 5' OFFSET 18.0' oa N LANAI o Z ". o OD r 22.0' co n C. to r- ko' 1971) r l71 BROOKWOOD 11 t-n SINGLE FAMIILYBRESIDENNCE FIN. FL. ELEV: 15.6 Jan n C.a O m 2 H GJ b. M LOT 38 w LOT 40EloRimy n rrn rrnz 70'D I~ 10'W o w 0 13.0' 10.0 Ln 10.0 20.0' m V7 V7 N 83.57'A e - P.C.P. 50 CITY OF SANFORD L2 C/I EL N 00° 00 ' 17 "W 4273. 87 REFERENCED BEARING CIL VENETIAN BAY CIRCLE R/W) TRACT -F " PRIVATE ROADWAY LEGAL DESCRPTIOAt Lot 39. - V E N E T I A N BA Y occordirg to the plot thereof as recorded n Plot Book 63. at pages 84 - 8 or the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone W. according to the Flood Insurance Rote Mcp Community Panel Number 120289 0035E.Doted 04117195. City of Sanford Corrmvuty Number 120294) General Notes: PROPOSED1. This is a BOUNDARY Survey performed in the field on 2 No aerial, surface or subsurface utility Installations, underground Improvements or subsurface/aefial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference In elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of --way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes Si -Iron rod with yellow plastic cap marked LB4937 or LS3182, or 34- iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument ti Ln 0 0 SETBACKS: Mox Coverage - 62 y Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' 1__ERVIO_US SO. FT. - 46y MnimLm Lot Width 60' LOT SO. FT. IMPERVIOUS AREA -3.186 SO. FT. Note: Becrngs shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being N 00°0077'W. Verticd detain a based on NGVD per Engineering construction plans by Ned H i I I e r Erxpeerng. Inc. Job Number 2001. Legend m Temporary Benchmark Q/S Offset assumed datum) O.R.B. Official Records Book BOW Back or sidewalk PB Plat Book C"L Centerline PC Point of Curvature d Central or (Della) Angle PCC. Point of Compound Curvature CALC Central ed P.C.P. Permanent Control Pan! CB Chord Bearing PG. Page CD Chord P.R M. Permanent Reference Monument C.M. Concrete Monument p Property Line EL. or ELEV Elevation P.O.B. Point of Beginning FINAL EL Elevation (Measured) P.O.C. Paint olCommencement FD. Found p / pant of Intersection Fin.Fl. Elev. Finished Floor Elevation PRC. Point of Reverse Curvature I P. Iron Pipe PT. Point of Tangency I R Iron Rod R Radius ' L Arc Length RAO Radial Line LB Licensed Business RES. P/WLS. Residence Lend Surveyor TSTBM Temporary BenchmarkTemporaryBMaeMeasuredTYP. Typical N7D(N6D) Neil and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and Drawn b y : CM This survey meets the require is the F a Minimum Technical Checked b y : DP rds as contained In he f 1G 17-0 aide Administrative C e. Prepared For: k/0R R I SON Sketch or Legol Description Job Number: 02-017-02 01A01P - This is not o Survey Scale : 1-- 30' William A. Herx, P.L.S. Fonda Registered nd Surveyor No. 3182 P 1 o t p 1 o n performed : 09 - 29 - 03 Darae L. Pnemieniecki, P.S.M. Registers urveyor and Mapper No. 8030 Fo u n o t i o n survey. William R. Henr, P. S.M. Registered SurveW and Mapper No 6092 F i n o 1 Surrey : Herx 6 Associates Inc.. State of Florida LB 4937 Re v i s f on s . Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I N 00°00'00-E 60.00' L 2 S 00°00'17'E 60.00' PALM DRIVE LI N LOT 39 N A' GRADING 6.915 SO. FT. 10.0 10.0 18.0' m N o LANAI Zoo 00 22.0' cog c 19 r y 1971) 111 BROOKWOOD I1 1-n SINGLE F'AMIILYBRESIDENCE FIN. FL. ELEV: 15.6 J]2 V Ln n rn LOT 38 o w min z• LOT 40 n m m z 7T D 10'W N o 0 w 13.0' 10.0 10.0 20.0' V1 n ro N r N 83.57' L2 ti Ln 0 0 N 00°00' 17-W- t 273.87' P•c P \ REFERENCED BEARING CIL 50 ' R/W) TRACT -F - PRIVATE ROADWAY Max Coverage - 62 V SETBACKS: Front 25' Rear 20' DATA CITY OF SANFORD Side 5 ' Corner 15' FERWO_US_ SO. FT. - 46yFL0TELEGALDESCRIPTIONLot39. V E N E T I A N BA Y Uniannn Lot Width 60' T S0. FT. occordrlg to the plat thereof as recorded in Plat Book . I M P E R V 10 U S AREA - 3. 18 6 50. FT. of pages - of the Pubic Records of Seminole County. Florida. Note: Bearings shown hereon are referenced to the C/L of as being N 00°0017'W. FLOOD HAZARD DATA: The Parcel shown hereon fes within Flood Zone X occor&)g to the Flood Insurance Rate Mop Comnnniry Panel Number Vertical doturn is based on NGVD per Engineering 1 2 0 2 8 9 0 0 3 5 E. Doted 0 4/ 1 7/ 9 5. construction plans by Ned H i l l e r Engineering. hc. City of Sanford Coamstity Number 20294) Job Number 2001. Legend General Notes: Proposed m Temporary Benchmark datum) O/S Offset ORB. Official Records Book 1. This is a BOUNDARY Survey performed in the field on assumed PB Plat Book 2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PC Pant of Curvature subsurface/aerial encroachments, it any, were located. CJL Centerhne PCC. Pant of Compound Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. a CALL Central or (Delta) Angle Calculated P. C.P. Permanent Control Point 4. Elevations shown hereon, if any, are assumed and were obtained from approved PPCB Chord Bearing P. R Pepe PPermanent Reference Monument Construction plans provided by the Client unless otherwise noted, and are shown co Chord R .M. P1L Property Una only to depict the proposed or actual difference in elevation relative to the assumed C.M. Concrete Monument P.O.B. Point or Beginning temporary Benchmark shown hereon. EL. or ELEV Elevation P.O.C. Point of Commencement 5. The parcel shown hereon Is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P.I. Point of Intersection Rights -of - way of record whether depicted or not on this document. No search of the FO. Fin. Fl. Elev. Found Finished Floor Elevation PRC. Pant of Reverse Curvature Public Records has been made by this office. I.P. Iron Pipe PT. Pant of Tangency 6. The legal description shown hereon is as furnished by client. I.R. Iron Rod R Radius RAD Radial e 7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length nc RES. ResidenceDenotes34" Iron rod with yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business RNV Righter -way Iron rod with red plastic cap marked 'Witness Corner, unless otherwise noted. LS. Land Surveyor TBM Temporary Benchmark O Denotes P.C.P. (Permanent control point) Mee N/ D( NdD) Measured Neil and Disk TYP. Typical Denotes Permanent Reference Monument N.R. Not Radial 11-r1_ Fence symbol p Y (seedrawing ) X—X- fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and Mapper This survey meets the requirement he f,S'd!, Minimum Technical Standards as contained in Chripter fit f¢ 17 6 F1 da Administrative Code. Sketch of Legal Description This is not a Survey William A. Ilerx, P.L.S. Florida Registered La urveyor No 3162 Daree L. Prramienieckl, P.S. M. Registered Su yor and Mapper No. 6030 William R. Herx. P.S.M. Registered Surveyor 69d Mapper No. 6092 Herx tt Associates Inc., State of Florida LB 4937 Dro.n by: CM Checked by: DP Prepored For: MORRISON Job Number: 02-017-02 Scott : I-- 30' Plot pion performed: 09-29-03 Foundation Survey: Final Survey: Revisions . Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I N 00"00'00-E 60.00' L 2 S 00"00'17'E 60.00' PALM DRIVE LI N LOT 39 A- GRADINGN 6.915 SO. FT. 10.0 10.0 18.0' oa LANAI 22.0' Co Co n e 19 1971) Ln BROOKWOOD I1 ln° CtooaSINGLEFAMILYRESDEDCE zz FIN. FL. ELEV: 15.6 ZN m CA Cni i LOT 38 o w Amy• LOT 40 Q n in m 2 F7T 0 4o w 7. 0 aiJl V O W O 10.0 vn 1 IA n N yy • Cif- 83.57' L2 ti n 0 0 C/I EL N 00° 00 ' 1 7 -W - t 273. 87 ' REFERENCED BEARING CIL 50 ' R/W) TRACT "F " PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRPTION.• Lot 39 - V E N E T I A N BA Y according to the plot thereof as recorded m Plot Book of pages - of the Pubic Records of Seminole County. Florida FLOOD HAZARD DATA: The Parcel shown hereon fes within Flood Zone -X-. occordrig to the Flood hsurance Rate Mop Community Panel Number 120289 0035E.Doted 04117195. City of Sanford Comrwnity Number 120294) SETBACKSMax Coverage - 62 y Front 25' Rear 20' SITE DA TA Side 5 ' Corner IS' APERVDJS SO. FT. - 46y Minimum Lot Width 60' LOT S0. FT. IMPERVIOUS AREA-3.186 SOFT. Note: Bearings shown hereon ore referenced to the CIL of as being N 00°0077-W. Vertical dotum is based on NGVD per Engineerolg construction plans by Neal H i I I e r Engneering. hc. Job Nullber 2001. Legend General Notes: Proposed Pm Temporary Benchmark datum Cvs O. R.B. Offset OOarci k cords Book 1. This is a BOUNDARY Survey performed in the held on assumed ) 2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PC Point of Curvature subsurface/ aerialancroachments, if any, were located. GL Centertme PCC. Point of Compound Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. d CALC Central or (Delta) angle Calculated P. C.P. Permanent Control Point 4. Elevations shown hereon, it any, are assumed and were obtained from approved Chord Bearing PG PageCa Construction plans provided by the Client unless otherwise noted, and are shown CD Chord P R.M Permanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed C M. Concrete Monument P/ L P. O.B. Property Una Point of Beginning temporary Benchmark shown hereon. EL. or ELEV Elevation P.O.C. Pant of Commencement 5. The parcel shown hereon Is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) p 1 Point of Intersection Rights - or -way of record whether depicted or not on this document. No search of the FO. Frn. Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature Public Records has been made by this office. I P Iron Pia PT. Point of Tangency 6. The legal description shown hereon is as furnished by client. I R. Iron RodRAD R Radius Radial Line 7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RES sde ResidenceDenotes X" Iron rod with yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business R/W Right-of-Way 3V Iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. LS. Land Surveyor TBM Temporary Benchmark O Denotes P.C.P. (Permanent control point) Mee N/ D(NSD) Measured Nail and Disk TYp Typical Denotes Permanent Reference Monument N.R. Not Radial Fence symbol (see drawing) X— X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and Mapper This survey meets the requlremenr the Minimum Technical 7ards as contained in/nC1h ter 1 17 6 Flo a Administrative Code.. . IA A 0 /m t #m t ni Dome L. Prremlenleckl, P.S.M. Registered Su&yor and Mapper No. 6030 William R. Herx, P.S.M. Registered Surveyor d Mapper No 6092 Herx 6 Associates Inc., State of Florida LB 4937 Sketch of Legol Description This is not o Survey Droen by: CM Chocked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scott : 1-- 30' Plot yIon performed: 09-29-03 Foundotion Surrey: Final Surrey: Revisions . Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping LINE L 1 L 2 Map of Survey BEARING DISTANCE N 00°00'00-E 60.00' S 00°00'17-E 60.00' PALM DRIVE LI N LOT 39 A' GRADINGN 6.915 SO. FT. 10.0 18.0. m LANAI N o OJ 22.0' 19 1971) In BROOKWOOD 11 to BELEV. SINGLE FAMAIL RES DEDCE FIN. FL. ELEV: 15.6 CN 0 0, LOT 38 o u n N N 70'D 40'W 7.0'rn o w o ' 20.0' L2 10.0 o Oo n c ko r tirOrPy koo< n rn 2rn C,4 n m m rn rTl rn —2 nHm mz lJl - i 10.0 NQ Ln coN C/I EL N 00° 00 ' 17 -W - t 273. 87 REFERENCED BEARING CIL 50 R/W) TRACT "F" PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRPTION.• Lot 39 " V E N E T I A N BA Y occordng to the plat thereof as recorded in Plot Book . at pages - of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone occording to the Flood Insurance Rote Map Community Panel Number 120289 0035E.Doted 04117195. City of Sanford Community Number 120294) LOT 40 83.57' N In a O P.C.P. SETBACKS: Max Coverage - 62 X Front 25' Rear 20' FSITEATASide5 ' Corner 15' 10US SO. FT. - 46Y. Muumum Lot Width 60' 0. FT. IMPERVIOUS AREA-3.186 SO.FT. Note: Bea'ngs shown hereon are referenced to the C/L of as being N 00w0077-W. Vertical datum is based on NGVD per Engineering construction plans by Ned H i I I e r Engmeerng, hc. Job Number 2001. Legend General Notes: ProposedP m Temporary Benchmark datum O O.R.B. Offset Official Records Book 1. This is a BOUNDARY Surveyperformed in the field onp assumed ) PS Plat Book 2. No aerial, surface or subsurface utility installations, underground improvements or Bow Back of sidewalk PC Pant of Curvature subsuAace/aerlal encroachments, if any, were located. GL Centerline PCC Point of Compound Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard d CALC Central or (Delta) Angle CalculatedCB P. C.P. Permanent Contra Point 4. Elevations shown hereon, if any, are assumed and were obtained from approved Chord Bearing PG. Page PapeConstruction plans provided by the Client unless otherwise noted, and are shown Co Chord P. R .M. Permanent Reference Monument onlyna todepicttheproposedoractualdifferenceinelevationrelativetotheassumedPC.M. Concrete Monument PA P. O.B. Property egi PantofBeginningtemporary Benchmark shown hereon. EL. or ELEV Elevation P.O.C. Pant of Commencement 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P.I. Point of Intersection Rights - of -way of record whether depicted or not on this document. No search of the FO. Fin. Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature Public Records has been made by this office.I.P. Iron Ape PT. Point of Tangency 6. The legal description shown hereon is as furnished by client. I.R. Iron Rod R RAo Radius Radial Line 7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RES. Residence Denotes , S'!ron rod with yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business RNY Right-of-way iron rod with red plastic cap marked 'Witness Comer", unless otherwise noted. LS. Land Surveyor TBM Temporary Benchmark O Denotes P.C.P. (Permanent control point) Mee Measured TYP, Typical Denotes Permanent Reference Monument N/ D(N&D) N R. Nail and Disk Not Radial 1- 41_ Fence symbol (see drawing) X— X- Fence symbol (see drawing) Certification: Not valid without the signature and tho original n/sod seal of a Florida Ilconsod Surveyor and Mapper This survey meets the requirement the Minimum Technical aros as contained in Ch ter 1 1 7r;loelda Administrative Code.,A( William A. Herx, P.L.S. Florida Registered La urveyor No. 3192 Oarae L. Przemlenleckl, P. S.M. Registered Su yor and Mapper No. 6030 William R. Henx, P.S.M. RegfsteradSurvayorfirid Mapper No. 6092 Herx 6 Associates Inc., State of Florida LB 4937 Sketch of Legol Description This is not o Survey Drown by: CM Chocked by: DP Prepored For: MORRISON Job Number: 02-017-02 Scale : 1'- 30' Plot lon performed: 09-29-03 Foundolion Survey: Final Survey: Revisions . LIMITED POWER OF ATTORNEY DATE: Zj j I HEREBY NAME AND APPOINT: UWK)G UAeK FKED HOW /qo TAV 156TES EACH AN AGENT OF: MORRISON HOME 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 CONT CT SIGNATURE OF CONTRACTOR) STATE CERT. # CR-0041929 CONTRACTOR'S STATE REGISTRATION NUMBER - The foregoing instrum nt was acknowledged before me this DATE: 1 della BY: ISA STEINER Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. ; UANA EMIRO MY COMMISSION I DD 237775 na a EXPIRES: August 3 2M7 1 f y Banded TTw Notary RM Undmwrilen SIGNATURE OF NOTARY: NOTARY SEAL. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL ilt w LOW Q rnz w rq z cc w D L Cr n 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 23-19-30-502-0000- Tax District: S1 0390 SANFORD Number of Buildings: 0 Depreciated Bldg Value: $0 MO RRISON HOMESOwner: MO Exemptions: Depreciated EXFT Value: $0 INC Address: 151 S HALL LN STE 200 Land Value (Market): $26,000 City,State,ZipCode: MAITLAND FL 32751 Land Value Ag: $0 Property Address: 186 VENETIAN BAY CIR SANFORD 32771 26,000 Subdivision Name: VENETIAN BAY Assessed Value (SOH): $26,000 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $26,000 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amour" WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant 2003 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM ind Conioarable this Suhdivision ASSESSMENTS LAND Land Assess Land Land LEGAL DESCRIPTION Frontage Depth Unit Price Method P Units Value LOT 39 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. re_web. seminole_county_title?PARCEL=23193050200000390&cbparcel=231930502&cepa3/22/2004 Permit Number: v prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05112 PG 0599 CLERK'S 0 2003210480 RECORDED 11/25/2003 08:08:06 AN RECORDING FEES 6.00 RECORDED BY L McKinley CERTIFIED COV I MARYANNE MOR159 CLE K OF CIRCU T COUR11 6E C n FLOR DA MPUT.Y. Cl RN County of Seminole. NOV 2 5 2003 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: 2lj Lot Number Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, of the public records of Seminole County, Florida. Street Address .Sanford, FL 2. G`eneral description of improvements : New single family residence 3. Owner information : Name Morrison Homes Address 151 South Mall 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 of reco din . Date Signed: / 1 a Signature of Owner's Agent, Maria Lisa Steiner: Sworn to and subs i fore me this by Maria Lisa Steiner, who is personally known to e. Fr r ti D. A CLMK MY COMMISSION 1 DD 214811 Signs re of Notary Seal: *din+/ * EXPIRES: J"27,2007 t .' Qended Tnn, SNPI N— savloe OF for CITY OF SANFORD PERMIT APPLICATION Permit # : ©Y ` —70 0 Date: Job Address J rim Description of Work: Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS ISb 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 : _ Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMw form required for other than X) Parcel #: ( Attach Owners Name & Address: Con 6clot Name & Ad ess: 7- 7Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Address: COntaet State Number. Phone: Fax: Legal 4 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 71 Signature of Owner/Agent Date ignamre of Co. to gent Date S I -e o e/1 7ac. .s/11 [ Print Owner/Agent's Name Print M ctor/Agent's Name Signature of Notary -Blatt of Florida Date Sig re of Notary -State of Florida Date JennHer Almodovar Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Ir • My Cortunf lion DD272809 Contractor/ Agent is = Personally Known t) Expires December 07 2007 Produced ID initial & Date) Utilities: Initial & Date) (Initial & Date) S.i.3T'?', :5•,'• j .Y,r,!'.':!i:Y . 1 CITY OF SANFORD PERmrr APPI.ICATIOiV Permit, ._` D te: Job Address: — Description of Work: /11%%- .'— Historic District: Zoning: Value of Worlt• S Q Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool• Electrical: New Service — # ofAMPSAddition/Alteration Change of Service TempottLry Pole Mechanica>,! Residential Non -Residential Replacement New (Duct Layout & )energy C•ai , Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of W7t>r Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential - Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for (-Ocr than o) Parcel tl: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: M..%TR TWATma R. ATR It~` vn Phone & Fax: Bonding Company: Address: Ylortgage Lender: Address: _ Architect/ Engineer Address LWate License :\umber= WSW I• nJ%r>5 a r PA 14it f+'.t $8 twl r1 ;. Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has comn•ew ed prior t<, tyre issuance of a permit and that all work will be performed to mat standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work w do a in compliance with all applicahlu 4,wn re.{%,dating constructionandzoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE F}CO ENC ENT MAY R-ESUL T iN1 Yr./111'' I /•.' 1)JG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN ICING, ONS T WiTH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TICE: In addition to the requirements of this permit, there may be additional rest/hsicable o s pro erty that may found in the public records of thiscounty, and there may be additional permits required from other governmental as t manag ent distric Tate agencies, ni frdr-i;,l agencies. Acceptance of permit is verification that 1 will notify the owner of the property oVhe requiremeW//of FlonciaLtn Signature ofOwner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personall, Known to Me or Produced ID APPLICA1ION APPROVED 13Y- Bldg: Initial & Date) hpcc Gr! (conditions: Aignatu of Contactor/Agent " — — Date JWBERT G. DELLO RUSSO 4. nContractor Aeture ofro--State of Flonda Date n / / Prrwnl., CotractorAre -.:a Known to Me or Produce,' : J Zoning: L;;' Initial & Datc) FEB 1 0 2001 FEB 1 o 20,)! I: D. l!& 50a10 neW(,hrtla 1!&eDal r •, MIRINDA C. TURNER IY CM11,11SSI0NI a DD 212893 Banded Thru Notary Public Unrnrwrrters y'•L,cy';,yl,i•;:,.; •ti;.• I.. tea 1•;,;r•1: ,•;.r;t • ,;;;,;; ;..;, 1 Z07 CITY OF SANFORD PERMIT APPLICATION Permit # Date: Job Address: Description of Work: _ aRS g Tn 5LL)LUzjAj PO 1 -314 g QQc Historic District: Zoning: Value of Work: S lag, Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pogi Electrical: New Service - # of AMPS Addition/Alteration Change of Service TemporaryPole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cilq, 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 -X— Commercial Industrial Total Square Footage: Construi4lonType: # Of Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel M 9J Iq cJ V o o O ( Owners Name & Address: Attach Proof of Ownership & Legal Description) fist h ' 1 C51 Phone: CC tracto{ame &'Address: 1 1 Phone & Fa:: llfvJ Bonding Company: Address: Mortgage Lender: Address: ArchitecUEngineer: Address: permit AIR C Con is hereby made to obtain a I , + -- pemlit to do the work and installations as indicated. I comfy that no woe or tnstallarion has commenced Nl ,ill to rile I' M&I-41.1--ork_will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate MOMPLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and tegoing information is accurate and that all work will be done in compliance with all applicable. laws rr.I;tllating consYOUR FAILURE TO RECORD A NOTICE OF COMM ENCEM ENTA MYRESULT I N '1'(1I I I ( PA Yi\G TWICEFORIMPROVPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WrTH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this this county, and there may be additional perrnits required from other governmental entities such as water man Acceptance of permit is verification that-1 o er of the property of the equirements of 6 C. No '& e a of Owner gent Date Agent' s Name 0 3 to 2- 2 e z tt of Notary -State o londa Date 2 gent Is)L Personalh• Kno,,n to ,le or jr ced ID AITLIC:\ TION APPROVED [3Y: 131dg:lf d —2-D'D `{ Zoning: I Initial & Date) 1pecl: rl (, J11dillo11s: be found in the ti tr (rrlre ?' Z1 Z-144ir ,:: Date = 71 r 3 s c8 ale = g z: mG): v ... C• on1rX(0r/Ac;-: Is Y I'crsonai}.- Known to Me or Produce,:' D Initial & Dale) of Con rrac n La S 713 r/ nt s Name m of Koury-Statf of 1;;::•: Ic:: PD: Initial & Date) (h);tial 0a;.- V County Building Department DATE Gentlemen: I herein autliorizeo,&L-A" bVI it -i Ln 11%0 -7-y Nam of eirer of this letter) to print my name and sign his/her own name for a construction permit from your Department to construct a Swimming Pool on the property described as Lott Block: Subdivisiont Property Holder's Name: Location Addresst CrLdla.n ate,, C, Mailing Addresst Under my Florida Construction Industry Licensing Board Registration number - CPC 032557 Champagne Pools of Central Florida, Inc. State of Florida County of SEMINOLE The foregoing instrument was acknowledge before me this Notary Signature Notary name typed or printed SUSAN YOUNG o Commission N DD0191350 Expires 3/9/2007 o Bonded through e001s2.-4254) Florida Notary Assn., Inc. Michael Q/44inley Certifi eJfC-o—ryD nrtr iamplMignature of bearer must be Signed Prior to presentation for permit.) 2--1 2-W who is personally known to me. JSAN YOUNG mission p DD0191350 Expires W912007 Bonded through hi iO 8004U-4254) Florida Notary Assn.. Inc. BASE PRICE SHEET POOL BUYER'S BASE PRICE WORKSHEET WITHOUT OPTIONS MORRISON HOMES / CHAMPAGNE AQUATECH POOLS & SPAS CHOICE OF POOL SHAPES: INCLUDED IN BASE PRICE FOR ALL POOL SIZES AND ANY CUSTOM DESIGN BASE PRICE INCLUDES STEEL REINFORCED GUNITE SHELL ALL 1.5" PLUMBING, THIS INCLUDES MAIN DRAIN LINE, SKIMMER LINE & ALL RETURNS SKIMMER - MAINDRAIN - 3 RETURN LINES AND STUB -OUT FOR POOL CLEANER PUMP WITH CARTRIDGE FILTER / 24 HOUR TIME CLOCK / AUTOMATIC CHLORINE FEEDER VACUUM - TELESCOPIC POLE - BRUSH - LEAFNET - AND DELUXE TEST KIT WHITE POOL LIGHT (4 COLOR REMOTE AVAILABLE AS OPTION) TEAR DROP CANTILEVER WITH 6" NATURAL or MOSAIC TILE / ACRYLIC POOL DECK QUARTZ INTERIOR FINISH (NATURAL) COMPLETE START UP CHEMICALS WITH INSTRUCTIONS ON " HOW TO " USE AND MAINTAIN EQUIPMENT ACRYLIC TOPPING AND SCREEN INSERT ON EXISTING COVERED PATIOS SCREEN ENCLOSURE INCLUDES 10' High walls, 2 Doors and Guttering of screen area if required WARRANTIES TWO YEAR FROM CLOSING ON HOME ON ALL DEFECTS IN MATERIAL AND WORKMANSHIP SERIES GROUP PRICING A "GROUP / B " GROUP / C " GROUP / D " GROUP / POOL POOL POOL POOL 12' x 24' 13' x 26' 14' x 28' 15' x 30' SCREEN ENCLOSURE 19' x 30' OR EQUIVALENT SCREEN ENCLOSURE 20' x 32' OR EQUIVALENT SCREEN ENCLOSURE 21' x 34' OR EQUIVALENT SCREEN ENCLOSURE 23' x 36' OR EQUIVALENT A" B" C" D" 25,747.00 N/A N/A N/A CUSTOM POOL E" N/A i COST OF • A- , - B - C ' D ' or ' E "POOL VNR}IOUT OPTIONS. -PLUS ADDITIONAL SCREEN COST IF APPLICABLE $ $ 25,747.00 POOLS & SCREEN ENCLOSURE MAY VARY DUE TO HOME ELEVATION SHAPE ALL DIMENSIONS ARE APPROXIMATE AND SUBJECT TO FINAL SURVEY LANDSCAPING NOT INCLUDED IN ANY POOL PACKAGE CUSTOMER INFORMATION: NAME: AGUSTIN GARCIA AND LYNDA CORAL SALES REP INITIALS: R.C. PHONE NUMI 1-646-443-7878 POOL DESIGNER: M.W. SUBDIVISION VENETIAN BAY DATE OF POOL DESIGN: REVIS 10/07/03 LOT: 39 MODEL: BROOKWOOD GARAGE R I I LEFT BUYERS APPROVAL SIGNATURE x&E, A. FORM REVISED 10108101 SEE POOL OPTION SHEET FOR SELECTIONS & COST Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL t d Back D 1 f Seminole County Eloped%&,fppmmr wervicer 1101 It. Kral qt. Mord 1-1. 32771 407-665-7 506 2004 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 23-19-30-502-0000-0390 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: MORRISON HOMES INC Exemptions: Depreciated EXFT Value: $0 Address: 151 S HALL LN STE 200 Land Value (Market): $11,310 City, StateXpCode: MAITLAND FL 32751 Land Value Ag: $0 Property Address: 186 VENETIAN BAY CIR SANFORD 32771 Just/ Market Value: $11,310 Subdivision Name: VENETIAN BAY Assessed Value (SOH): $11,310 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $11,310 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant 2003 Taxable Value: Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 39 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 11,310.00 $11,310 OTE:' Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http:// www.scpafl.orglplslweblre_web.seminole_county_title?parcel=23193050200000390&cpad=veneti... 2/ 12/2004 CITY OF SANFORD PERMIT APPLICATION `, y Permit # : Job Address: Description of Work: Historic District: Zoning: Date: Value of Work: S 3C7N= - co Permit Type: Building Electrical —y--- Mechanical Plumbing Fire Sprinkler/Alarm PoQI . Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempor`dry Pole r. Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy C j Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: Q # of Stories: # of Dwelling j Units: Flood Zone: (FEMA form required for other than X) Parcel #: O' l 0 rL b0bo O in[ o r ttach Proof of w nership & Legal Description) Ogr3crs Name &Address: O V 1/_l 5Cry) NAJ0i l ` Jpl A- h (.LeI A - t2 Name &'' A ddress: i. % A N, ; Phone & Fa0-- J Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Contact Person: ne: ate License Nu Phone: Address: Fax: - Application is hereby trade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced ptior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR DAPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TI E: In addition to the requirements of this permit, there may be additional restrictions applicable to t})( p ery th maybe found in the public records of this county, and there may be additional permits required from other governmental entities such snvetfr n ement di , state agencies, or federal agencif,S ne: Acceptance of permit is verification that 1 %%ill notify the owner of the property of the requi/ nts Ai4-sp t(//r'a yts. 1 I / c Hann•• / Signature of Owner/Agent Date Aaturc cto Ag nt Date F : s3 3Print Owner/Agent's Name tractor -Agent's ame Signature of Notary -Start of Florida Date -State of Flo z c t J A Owner/ Agent is _ Personally Known to Me or Contractor/Ace-: is _ Personal;,' Known to Mc or ..,,,,,...... Produced ID Produccc :D AI' I'LIC'A LION APPROVED BY: 131dgA)F 2-_20 -O 1 "Zoning: tInitial & Date) pccia! C,mduiuns: Initial & Date) FD: Initial & Datc) (h>;ua Dat; M a_nq;lvU County Building Department Gentlemen: I IWII'll t M11IlU11'-C L' l.0—,v I aju CI C)v C DATE Name of bearer of this letter) V to print my name and sign his/her own name for a construction permit from your Department for Electrical on the property described as Lot: Block: Subdivision: Property Holder's Name: M—U>y-1rG-02vy\— Location Address: (9Uy crt TCQ,n d-a-- Mailing Address: Under my Florida Construction Industry Licensing Board Registration number - EC 0002249 Champagne Pools of Central Florida, Inc. Sample Signature of bcare Prior to presentation for St:itC ul I L)rik. I Counryof SEMINOLE The foregoing instrument was acknowledge before me this 2--f Z^° is personally known to me. Notary Signature Notary name typed or printed SUSAN YOUNG M CommlDelon N DD0181, M E)Vros Z 2007 Bonded through 800- 432 UFloda Noary.gasn.,. Inc. PREPARED BY: CHARLENE LOPEZ CHAMPAGNE POOLS OF CENTRAL FL 5497 BENCHMARK LANE SUITE li 101 SANFORD, FL 32773 PERMIT NUMBER TAX FOLIO NUMBER lunnutatuatuamauinluuatttmnmuutluu 14ARYANNE NURSE, CLERK OF CIRCUIT COURT SE14INULE COUNTY BK 05197 PG 0538 CLERK'S # 2004022387 RECURDED 02/13/2004 10108,16 AN RECURDINO FEES 6.00 RECURDED BY S O'Kelley NOTICE OF COMMENCEMENT t LkftriEU t;UPI MARYANNE MORSE CLERK OF CIRCUIT COURT SEMI U tmr CLERK STATE OF FLORIDA COUNTY OFF akk Ilia UNDEILSIGNED hereby gives notice that improvement (s) will be made to certain mid real property, and in accoidwice with Chapter 713, Florida SLitutes, the following information if provided in this Notice of Conuncncenicnt. DESClWvF1ON OF PROPERTY (legal description and street address if available) Lc,- --S"L V e)'1 f -3/ w- u LJ GENERAL DESCRIPTION OF IMPROVEMENT(S) POOL OWNER INFORMATION qb0le-DNamemidAddressbVVLSbft ' h '5r-,`,A Jkjak ' Interest in Property ( fee Simple, Partnership, etc.) NAME AND ADDRESS OF FEE SIMPLE TITLE IIOLDER ( if other than owner CONTRACTOR INFORMATION Name and Address CHAMPAGNE POOLS OF CENTRAL FL. - 5497 BEN( P ARK N STF # 1 n l SANFORD, FL 32773 SURF I V ( Bonding Company) Name and Address N Amount of Bond LENDER Nance and Address —NA Person within the State of Florida designated by owner upon whom notice or other documents may be served as provided by section 713.13( 1), (a), 7., Florida statutes nanie grid address) in addition to himself, Owner designates_ or to receive a copy of Lienors Notice as provied in Section 713.13(2), (b), Florida Statues Expiration Date of Notice of Commencement NA different dale is specified.) Signature of O ner 11ie expiration dale is one year frorn date of recording unless a M • L- L()4- S t h 4- IL - State of Fluri County of c C_ The foregoing instrument was acknowledged before me this 'l7 ld by ' `' Lt,5o,- -.5 19-t' ryCfL-- I 1 who Is personally known to me. EE UANA EMIRO Z. OMMISSION # DD 237775 A.-ifXPIRES: August 3, 2007 dihruNotaryPOW Underwriters NOTAItV PUBLIC SIGNATURE NOTARY STAMP FROM !MORRISON HOMES FAX NO. :4073301125 Peb. 10 2004 08:51AM Pi tax . LandSurvdy•1n9' 769 Douglas Avenue, Altathonto SpNngst Florida. 32114 (407')788-8808;•' Member of the r4Dddb Stnveying and MApping Sodety and Amadicen C 6ngress on, Sunroying and Mopping L 1 NE BEAR I &P of Survey D I S rANCE• 1-10+04 Ft, L' 1' N'00'•00'00'E 60.00'. L 2 S 00'00 17'E so.00 • 100 5: nCA ` PALM DR I Vf; Z". M, dq; oNd LM h, ., aaasittr l V C io. oJ0,411, M N 1e.0' to $ EJ_ AE ODKNOgODc 161 O P L• FIN.A. LOT 40 rri, to ch 10 20' ri L 2 0 v.c.. . ht 00' 11'W t 273.67 REFERENCED HARING CIL ' SO- R/W ) TRACT -F - PR 1 VA TE ROADWAY:' Matt Corwoge - 62 X. Sa= Taat c5 Front 25" Raw 20' SITE DATA C11' Y OF SANFORD Sida 5 ' Corner, 15' 1bt'E1RV10W SJ2 Fr, ...46% LEGAL DESCRPT M! Lot 39. ` V'E N E T I A N' BA Y ' • Win= Lot Widih 60' LOT Sa FT.. aeardng o 'tlte plot Iheroof os recorded. it Plot Boric ' • ' I M Pr' E R V 10 U S AREA • A 1.8 6 So. FT of popes - or the A,bk Roeards of Samhok County. Florid° Note: s6en hereon.cre ritrwwcMd to do C/L ' ies or as beAg N 00VOT71Y. FLOODHAZARDDA1'A: The Pareel show hereon whit Flood Zone r. ecedrdr5 to the Flood Mu mice Rate .MW cowk6tyy Pawl Minter Vertical dstun is based qn NXrW per Enrwwlilg 1, 2 0 2 8 9 0'0 3 51; . Doted 0 /•I 7 / 9 5 . : conshtrctbm pbw by Ntd H I I It r Ergi eeratg.ilc NR68. 6ydfSanfordCowWtyNeber120294) Jbb •xd. oenvrssl Notos: Plv Ost;td rl1s tot!t 1. Te 8oU1vDARY swYar paifomtad M vie Rain on L0#00d a t; mPe 1 Wa1o0"' 60et' rd do prss ZNo & Intel, #W&c# of subswr#ce vift bstaAstlons, underground ntprorements or' now sd ofsV""w PC Pbid dCorifura ' avbsurhoedleNalensaommenttt Aaro, wtm tooled. S. Buttd t0 Etas showA are to the e,dMor unRnithad /oundebon aorheA a (ortnboard GitNiefe d 6ltot, nhtt a sa) Argte : vCa erewpoteldow st o P.CJ! • h nwn•nt b ol PIwM 1. EeveBoes shown herten. Many, art•esunnedand Wert obts/ead Gam oppro ed• ce PM conshucBMI plans provided by the cHmi unless othe,wlse'noted, and are shown to deple lht or equal dMa enci kt elev,011m to.10ve to the estumad co Gad 0 W owwd A AtR ' onyproposed tenpertryAenMmerkshown hereon. 1be paroM ahowtt MreoA Is euldeei to u eesamanfa, res.m0one (eltrkilOnl; and • ei PWALIL tM•s q r as raw atcbnmaludIow ALI plow db l.+,. e6bn Rphtsd trey d reeo, d whNhar deplcled a, not on Mh doannenl Ne ata ch el the 14mn cow. PWt&d A4w sbvsh t • of Pubib Raoarda Ae1 bNnmadebyUboR1ce. 4 1lte opal da3cApUorr thow t hereon h sa MntsAAd by dlant f r°tatted and meaturgd drabno and d srBbnl aA thi aama unNu otM w1s6 Holed LP. I" #" . ' • Lit songo Lem Red L A ' RAO treddt: l+a nee Ir•aiew+o• i tlanotaa JS' koA rod wiHt yortewphlflo dap marked L61OJ7 er L5J It?, or nssw Le . Ubnt•d ausMea! y 71' hon rod weh tad prasUle dap mulled '1Ntbles! Comer unless erhRrwba doMd. i• t.•ne aa+rq+ :• 1N•1w•d nM ' tliMye.ry i. lderarR • 0 Dan011" A A ( PNrmueent control poetry r Danolet permanent RbnNot e/ennoo Muntant N 1Iw 7vP. iypk l . a,N- R«+.•.r ld row dad:w1p) 1F,tF r•r10• eYrneer ltee rs+sl koftu nod wtdnel me eynalm• and me 0011 to utt llorrbaeraad[ur.yeise/ . or•.• kr: W ttrrgerMfltwOle "Ar"M redmw chkak• et by.t Dr baenhFltdMOh M t t A*nWhbsbeCodt: A. . Sketch of •,Logal Ddscr 1p' f l•on re/ore Fort NORRIS00 lob Naabort 08-01.•02 4 This 'it not a Surwoy ' heel• t r'• Jo' OLD via toss p e DD1ee . feeneir 09-20• 03 Faa•r.11a• err•r: uer•• L rRaa - AL Rost a pv .t ., r• y r Neltnn R 1rm, Pa: V. U / all lf.Att Ab fee!, R•.! t I •e! f Ham A A60MG6 tea. tbsl• e/ Ibr11As r - i• Permit ## Residential Swimming Pool, Spa and Hot Tub Safety Act Notice. of Requirements I (We) ackn7-vt edge that a new swimming pool, spa or hot tub will; be constructed or installed at ct-L ay-L_ 6 and hereby affirm that one of the following Prose Mnt street AWress) methods will be used to meet the requirements of Chapter 515, Florida Statutes. please initial the method(s) to be used for your pool) h, t i The pool will be isolated from access to the home by an enclosure that meets the pool barrier requirements of Florida Statute 515.29; The pool will be equipped with an approved safety pool cover that complies with ASTM F1346-91 (Standard Performance Specifications 'for Safety covers for Swimming Pools, Spas and Hot Tubs); All doors and windows providing direct access from the home' to the pool will be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self - closing, self -latching devices with .release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when the pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S. and will be considered as committing a misdemeanor of the second dpgree, punishable by fines up to;.$500 and/or up to 60 days in jail as established in Chapter 775, F.S! C NTRACTOR' SI URE & DATE 0. rka_-n)49 CONTRACTOR' S NAME (PLEASE P T) OWNPER15 SIGNATURE & DATE OWNER' S NAME (PLEASE PRINT) D NORTH E VROE 17-92 TO THE OFFICE 1 COLOR SELECTIONS Acrylic deck COCONUT LIONS ROMAN NICKEL SCONCE FLEUR DE LIS NICKEL Ilia lode SMS COBALTO Step & Bench MATCH Tile Distributor NATIONAL ALL TILE GROUT IS WHITE Darker color Grout bleaches out Interior finish MARINA SCREEN INFORMATION Screen color & style BRONZE A6P0ME Doors & Gutters TWO Required Wall Ht. & Kick plates 10' NO Aluminum roof style NO morrlson lot 39 venetian bay I IV VENETIAN BAY CR. Sanford 32771 Permit Office: sanford Home Phone Work Phone Cell Phone venetian bay Entry Code: Access & Dig Type Dig 7 Std. Dlg & Haul IDIrt Rmvl All SET EQUIPMENT TO BUILDER PREWIRE L 40 It. 2Rem. 2R5In. i. xrr 10ft. x16'tumdown Tree Removal ? Stump Removal ? Plant Removal ? Concrete Removal 7 Saw Cut ? Fence Removal for Access? Fence Reinstall ? Sqft Lft NIA NIA N/ A N/ A N/ A N/ A N/ A Sprinkler System Capped Off ? Owne Sprinkler System Reinstalled ? Owne BARRIER FENCE? yes Lft 41 C.P. ALUMINUM POST COLOR ? bronze MESH COLOR ? bronze ALARM SYSTEM ? # NIA BY: Window Glaze ? ## N/A ORDERSCHANGE DESCRIPTION DATE IS C.O.# 2 ft 6 LION SCONCE LION 0 O 33 ft 298' 78' b Orr nFr.K nR IN • • _ 18 R ce Go MORRISON HOMES LOT 39 VENETIAN BAY BROOKWOOD III GARAGE LEFT CUSTOM 12' X 24' POOL OR EQUIVILENT AREA FOOTAGE AGUSTIN GARCIA AND LYNDA CORAL REBECCA CARVER 8/ 21/03 REVISED 8/29/03 REVISED110/ 07/03 POOL SIZE 11 X 33 POOL DEPTH 3 X 5 POOL perimeter 78 area 298 SPA perimeter area Fountain perimeter area TOTALS perimeter 78 area 298 Swim Outs # 1 Total Lft 6 Steps Lft 21 Beach Area Sqft Double Steel - A to B Pool Gallons 8,940 PUMP TYPE Jandy Stealth H.P. 314 FEATURE PUMP? H.P. Filter Type Jandy CT 100 Sqft 100 1. 5" Main Drains Two _ White 4' apart. , 1. 5" Skimmer One White 1. 5" Returns Three White Pool Light WHITE Pool Grout Color I White Install Cut Ins For Rope & Float Hooks 0 I K..-........ 4ft. 6In. Ce ACRYLIC DECK 314' CHILD BARRIER FENCE - 41' COVERED PATIO MATCH POOL DECK 176' Deck Edge Type Revere Tear Drop Cantilever Concrete Deck Textured Acrylic 314 Sqft Existing Lanai Textured Acrylic 176. SgJt Planters SO Pavers Thick or Thin SO Existing Patio Thick or Thin SO Pool & Patio Total Including 10% SO Paver Boarder - This Is Included In Sqft Above Lft Deck Drains yes 40 Lft FootersRaised Decks. Down s Raised I.D. Beam At 6' Increments 25 Lft Tile Notes For I.D. Step Risers At 6" Increments 5 Lft Riser Info Cantilevered & Tile All Risers Turn Downs 10" 5 Lft 16' 10 Lft 27, Lft 8" Screen Footer Lft Pilasters MCI eane rs& Chlorinators & Misc. Pool Cleaner Type Chlorinator Type STUB OUT INLINE Manual Vacuum, Telescopic Pole, Leaf Net Brush, Water Test Kit & Start up Chemicals Hand Rails- Fig 4 No Other Fountain Spill over Light Sconce? FLEUR DE LIS - NICKEL 2 @ ROMAN LIONS HEADS NICKEL tENGTifi WATER UNE UG r r r 5 STEPS a - TILE I V Mom- 4• NOM. "FIBER MESH" CONCRETE DECK W/ SUP RESISTANT TOPPING ON COMPACTED GROUND W/ ALL ORGANIC MATERM&-REMOVED (OPTIONAL) 1 # 3 BAR CONT. W/ 510 4' 0 " MIN. WALL- W/ 8 "X 8 ")3OND 8 " BEAM USE 2 1113 BARS CONTT MIN IIMUNtTttEAD =10' (240 8C.IN.) 8 SUCTION INLETS SET INTO CENTER OF STEEL GRID AT POOL DEEP POINT gQUL SECTION O, sTAnt! I LrsstwwlTRUCfIJtfd REFER TO ATTACHED DW ram' FOR DATA REGARDING DI TMQ M1A11 r SUCTION INLET SYSTEM / VACUUM RELIEF SYSTEM 36AmATP0.G 10; = MD4 rN COMilACM MW PUM ALL UM 0 "G PAIL WALL AT III M W M. MOW!! CM CW= .ITN O.ECMW M TN. Cif V.0 AMA A.0 TIN $OIL DIU WALL $MALL ca,sT„ = AT.9M /NWL TiM =M N%T A= 0" WA ov"MfOiTT'JOmARAMTN/CRfGLAMAAMTAArOM MM q{ w" M TNM ra MIYA/ 1!0u= O$iTANCfi Y OLfwMfM of TIM i w T Mf" M . TYPICAL WALL AND FLOOR WITHIN ANGLE OF REPOSE 18" MIN. TO TOP OF LENS 1 MAKDL E PLASTER FINISH 3 ALL STRUCTURAL, RLTRATICN CAL NAILS < IN TH M DRAWINGS ALSO RMATE TO SPA OCNSTRLCnClK 8 NAIG COPPER WIRE — — Tn1AECLOCx age TO SERVICE PANEL I JCT. BOX SPST 4' MIN- TOGGLE T somm 8 " MIN W.P. DISC 12 V. TRANS PUMP POOL DEG( VW 12 V. SYSTEM I 3 # 12 1. MAIN DRAIN LINE : i 0# 1 2 SHIMMER UNE 3 MIASTEUNE i E 4 RETURN UNE 1 5, PRESSURE CLEANING <: j UNE ( OPITONAL) 12 V/3W W VW LOW IN 314 " COND ALL ELECTRICAL WATER OR 120 CUT- OFF FGFl SHIALL CONFORM ! W PER N.E.C. T e80 N.E.C. gLMlFKFM DIAGRAM r JUNCTION BOX I I'~ (BY OTHERS) OUTER EDGE OF I DECK TO CONFORM II WTH LOCAL CODE II / TO TRANSFORMER BY OTHERS) am. U. L APPROVED 120 VAC1.300W POOL LIGHT W/ GFI OR 12VAIMN POOL LIGHT W/ LOW WATER CUT OFF IN U.L APPROVED GREY PLASTICFORMIING SHELL W/ NO.8 BOND PER N.E.0 FORM ( OPTIONAL) O. C. EA I 2 1: MIL 2" COVERIOVER ALL w v THE s to 103 ClO T. vww I WUfxF BOND BEAMUSE2# 3 BARS COW. BRICK 1 ROW) ALTERNATE BEAM FINISH DETAIL 3 A. - MR 9 LINT STHRAINER B. RECIRCULATOR PULP G FILTER OL IN-UNE CHLORINATOR E. HFTIONAQ EATER (wn NNAL) VALVE H . AMT ENTRAPMENT BYST HI. GENERAL NOTES 1. FOR POOL PLAN, SQ E, DECK SPECIAL DETAILS SEE CONTRACTOR'S POOL PLAN. L POOL WALLS SHALL BE S ' THICK AND FLOORS SHALL BE 6 ' THICK AND SHALL BE PNEUMATICALLY APPLIED CONCRETE WTH A COMPRESSIVE STRENGTH OF 3,000 PSI IN 26 DAYS. CONCRETE DECK SHALL BE 2.500 PSL CONCRETE CONSTRUCTION . WILL CONFORM TO ACI STANDARD 31L 3. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE 2001 AND ANSI NATIONAL STANDARDS FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSYNSPI NATIONAL STANDARDS FOR PERMANENTLY INSTALL® RESIDENTIAL SPAS. 4. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. r IL ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING SHALL BE # 3 BARS AT 12 " O.C. EACH WAY WWi 1S'. LAP JOINT IN WALLS AND FLOORS UP TO W. OVER 6' USE # 3 BARS AT 6' ON CENTER EACH WAY IN THE AREA OVER V. t L ALL METALLIC POOL FiTTNGS WITHIN S FEET OF THE INSIDE WALL AND DECK REINFORCING STEEL TO BE BONDED TO THE POOL REINFORCING STEEL WITH # 6 AWG COPPER WIRE M AWG COPPER WIRE TO BE RUN INTERNALLY AND EXTERNALLY VM THE NEC APPROVED PVC LIGHT CONDUIT FROM THE LIGHT NICHE TO THE JUNCTION BOX. COMPLEIION OF POOL GROUNDING TO PANEL GROUND BY ELECTRNCIANL 7. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND. WHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLFD WTH ACCEPTABLE MATERIAL AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE POOL MUST BE ROWArNED. 6. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS F RED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 0. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EAESEMENTS OR REOIRREO SETBACK AREAS POOL CONTRACTOR ANDIOR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTKXL 10. CONTRACTOR SHALL DETEJ 1 LOCATION OF ALL UTMES IN RELATION TO POOL AND ITS EOIJPMEN T AND ENSURE MIMI M CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. 11. WARN INGI TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED N ELIMINATING UPLIFT PRESSURE. 1 Champagne ;vm&,& SA" 5497 Benchmark Ln. Sanford, FL PLANS REVIEW TEL (407) 330-5049 CITY OF SANFO' RESIDENTIAL SWIMMING POOL MASTER SPECIFICATION! P. DRAWING ; FOR ; 142 CITY OF SANFORD NOT TO' SCALE • DWD BY,;- GHS• wad R"M iy VET Sulam Wx mr AtrrlYORTa r nit4r SWRawc POOL SECTION VACUUMUM &ZMMMZ w SAFETY VACUM Rn m \ DER My ArnMa, Trml ogee WEII r• ` j, 2 SWIMMING POOL TSECTION VAC" LSE w SAFETYwVAGAM FTrno \ warm i SUCTIM MLETe OVA DRAMS ra s tr j r ves ro o• aer AA+ I LONG POOL_ sEcnoN / AIrEFnr. rc .,- COVER ARW ANSIMSMA1IZJILAN) T}" RESIDENTIAL SWIMMANG POOL, SPA AND WADING POOLS DUAL SUCTION INLET SYSTEM & VACUUM RELIEF SYSTEMS IN ACCORDANCE VUTH SECTION 424.2.6.E OF FLORIDA BUILDING CODE 1) VERTICAL TOLERANCE 0000mIs _r MIA wary r /_ 4—, vHiMroSUCTNLETS ' NAM CRAM SPA SECTION acaaMa ANTMMU COVER SPA tr fix• VE S re sucnom 8LET omm a"" SPA SECTION ALTEFINATE g AN ALTERNATIVE VACUUM RELIEF DEVICE, IN AMMON TO THE SYSTEMS SHOWN, WOULD INCLUDE AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VACa1LERT.*" SVRS SYSTEM VEIttnGAL M ALI.aR ONE ENw ON YWO S OE#ARATEVEftr-%L wALls NOT VW BTMOsPHM By WILL INSECT WESTATION, ORiN OLOOKAL CONTAMNATIO" rM T r/ sucTloN INLET MATOVEWXORM ANQ COMiCTM /• ALL SUCTION TO Nair PVm - r 1 MAI WIM SUCTION WE VELOCITY SN (Q FPa OR A OrM sLICT1C>wI nsr• • NLAT AIL VEIrT Men - IIf- VO PPE L ENOTN MNNR . IV MA>N111M - 3V THAT VENTPIL D IgeOCN STATES SAFETY DEVICE jG POOL SAFETYOOULD NOT BE TAMPEREDVwMVENTCOVERMAYBE WrnM GRAN SIGN AS HAYWARDMO101URIC"• 2-091LBOM *** 10 „ENTp SU-!E F Irtn DUAL SUCTION INLET SYSTEM S ATMOSPHERIC VENT SYSTEM P) WATER LEVEL MARK — TO PUMP few VE II CAP TO PUMP GREATER THAN r 0 T" CONNECTION VE G MUM ~ UP Tor 0 PASS THRU CONNECTION PLAN VIEW VE 11 CONNECTIONS VENTED COVER SUCH AS SK&SER COVER W/ COLLAR VENT AND EXTENSION SET CAP FLUSH W/ DECK DECK' TO PUMP 8' 0 PVC SLEEVE EXTENDED FROM COVER COLLAR VENT IN DECK CAP r kGN THREADED EXTENSION COUPLE TO PUMP OFF DECK. ' SECTION VIEW— INSTALLATION OPTIONS auaGaesr® JAN 1 4 2004 TD WWARCAUM ON FILE • .. x M. iEs= ACUUM VSFN CIE E NO p raa aaaooM 71E 0THst SUMIN P/ 1RI( FL 3Z7B2 FAX ( 4M m7-4t33 1L WATER LEVEL I•r WN.+ 1 TYPICAL POOL AND SPA INSTALLATION SUCTION FLOW FOR RESIDENTIAL EQQL. g FPS SUCTION" SUFLOW FOR RESIDENTIAL = 8FPSLRwulUESUCTIONPIPESIZETOMEET THESE REOUIREIt/ENTS LOSSELBOWS OD'ELBOW r v e 8• 17 14' PIPE LENGTH TO VE 0 a - L- - ELBOW FRICTION LOSS E)OWPLE THE MAXIMUM PHYSICAL PIPE LENGTH FROM MAIN DRAIN TO VEd IF USE r 0 PIPE W/ 2410' ELBOWS AT 8 FPS IS 54, -17 a 47 F CUUM SUCTION ELIMINATOR — VE II IIIS REOUIRED FOR EACH PUMP PLUMBED TO A MAIN DRAIN Champagne A*& & SA" 5497'Benchmark La. Sanford, FL TEL ( 407).330-5049 MASTER DRAWING NOT TO SCALE' DWD BY_ GflS REVISIONS PERMIT #C)Q\- \a S ADDRESS I &p eft+k'o, (,I —P.-Ill CONTRACTOR DATE 21ZrlIbq 0 N. PH #:RZI -23q 10-2 ( FAX v DESCPRITION OF REVISION: UTILITIES FIRE CITY OF SANFORD- FEB 2 7 2004 I -RECEIVED t: RW I MOM I SON HOWS ' FAK. N0. 1407 i i 5 : , j eb W 2004191 MAM Pi ssov dies L,Ond'- 86-PVr,ylrlp' yet Douglas Avenue, Alle Mollld gpN„ghl F`1nNdi. altQ 000100.8f 0k' Membero/ the Fbddk afxvoA p end AMPOW 80e101y find A Ifnloell 06ft "fln Sim) Kl end M00V hEAA I NIP ur QUWvy Q 1 g iANCE'' . ' LINE , L i' s oo, do' 1 rY9 ' 00,,00' dd , viavAl,rl fya 1 K 110.0 e,o e. LANAI. ' e '. t 10' do • o I ... , .. PLANS RNIEV'JED ' CITY OF SAWRo `o%evs.rin'11 1„ 1 LOt 40 + I ' 0' . ' tii ch REPPENCCO /QAAINA r.. CAL'' '• •.' '' '=' ,. •.';.:,:.,•,r-1.-:H IY,,,:.o . 4` 50' R1W) . TRAcr -F" P141.VAY9,.adAD,WAY .. ;'''.,;,,;•'.'-:j' Aber CoWi+a le fx7 k •. ' •'•' ••' 4 '-`• 1 fr q!: ' SANE ONfi F,,l ' Red, 6, 1 s+rdr Ltep& bES ! Lo1301 V t N t t A N' 8 A Y ' + ' ' . Il lrw lbl I 6f!' 01 Sn F'i . 1 pb n 1MAER 1'6U9 AHFJI '1 A6 • er No Abte Recardb of wih& Colefy. 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Nlt ' :, ..' etjlfeAI 1 SET EQUIPMENT TO BUILDER PREWIRE FRED SUPER DENISE POC SHURE REAR POOLWALL AS YOU DIG i. 40 It I. neM.. aft POOL SIZE 10 X 30 POOL DEPTH 3 X 5 POOL perimeter 71 area 250 SPA perimeter NO area NO Fountain perimeter NO area NO TOTALS perimeter 71 area 250 Swim Outs # 1 Total Lft 6 Steps Lft 21 Beach Area Sqft Double Steel - A to B Pool Gallons 7,500 PUMP TYPE Jandy St@alth H.P. 3/4 FEATURE PUMP? H.P. Filter Type Jandy CT 100 Sqft 100 1.5" Main Drains Two_ , _ fte 4. apartr, 1.5" Skimmer One Whit-6 1.5" Returns Threfi SWMIte Pool Light y' WHITE t '? ' Pool Grout Color • White Install Cut Ins For Rope 8 Float Hooks Y NORTH E VROE 17-92 TO THE OFFICE 1 Acrylic deck COCONUT LIONS ROMAN NICKEL SCONCE FLEUR DE LIS NICKEL Tile code SMS COBALTO Step & Bench MATCH Tile Distributor NATIONAL ALL TILE GROUT IS WHITE Darker color Grout bleaches out Interiortinish MARINA SCREEN INFORMATION Screen color & style BRONZE A6POME Doors & Gutters TWO Required Wall Ht. & Kick plates 10' NO Aluminum roof style NO morrison lot 39 venetian bay VENETIAN BAY CR. sanford 32771 Permit Office: sanford Home Phone Work Phone Cell Phone venetian bay Entry Code: Access & Dig Type Dig ?I Std. Dig & Haul 1131rt Rmvl All Tree Removal ? Stump Removal ? Plant Removal ? Concrete Removal ? Sqft Saw Cut ? Lft Fence Removal for Access? Fence Reinstall ? Sprinkler System Capped Off ? Sprinkler System Reinstalled ? Barrier Fence or BARRIER FENCE? yes Lft . 43 c.P. ALUMINUM POST COLOR ? bronze MESH COLOR ? bronze ALARM SYSTEM ? # NIA BY: Window Glaze ? ## NIA DESCRIPTION DATE IS C.O.# JWLL 5' SETBACK••-••-••- CHILD BARRIER FENCE - 43' DOUBLE DOORS SELF LATCH AND CLOSING 1 WITH BARREL BOLTS Deck Edge Type Reverse Tear Drop Cantilever Concrete Deck Textured Acrylic 328 Sqft Existing Lanai Textured Acrylic 176 Sqft Planters. Sgft Pavers Thick or Thin Sqft Existing PaUo Thick or Thin Sqft Pool & Patio Total Including 10% Sqft Paver Boarder - This Is Included In Sqft Above Lft Deck Drains I yes 40 Lft Decks.Raised •• Downs Raised I.D. Beam At 6' Increments 25 Lft Tile Notes For I.D. Step Risers At 6" Increments 4 Lft Riser Info Cantilevered & Tile All Risers Turn Downs 10" 7 Lft 16• 9 Lft 22" Lft 8" Screen Footer Lft Pilasters Pool Cleaner Type Chlorinator Type STUB OUT INLINE Manual Vacuum, Telescopic Pole, Leaf Net Brush, Water Test Kit & Start up Chemicals Hand Rails- Fig 4 No Other Water Feat-Ures Fountain Spill over Light Sconce? FLEUR DE LIS - NICKEL 2 @ ROMAN LIONS HEADS NICKEL r FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: BROOKWDB4BR /' Builder: MORRISO O ES Address: /(//?i!/ ( Permitting Office: City, State: , Ob (/ Permit Number: Owner: rn0{ill Ste- Jurisdiction Number: Climate Zone: Central I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr 3. Number of units, if multi -family r 1 - SEER: 12.00 - q 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 2235 ft2 c. N/A 7. Glass area & type a. Clear - single pane 322.5 f12 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SHGC - single pane 0 0 ft2 _ HSPF: 7.90 _ d. Tint/othcr SHGC - double pane 0.0 ft2 b. N/A S. Floor types a Slab -On -Grade Edge Insulation R=0.0, 214.5(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 250.0ft2 _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1502.7 ft2 _ EF: 0.86 b. Frame. Wood. Exterior R=11.0, 143.0 ft2 _ b. N/A c. Frame, Wood. Adjacent R=1 1.0, 568.0 ft2 d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2250.5 ft2 _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as -built points: 31923 PASSTotalbasepoints: 33146 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. ,/ PREPARED BY:A! DATE: I hereby certify that this buildin , as designed, is in compliance with the Florid En ode. OWNER/AGENT: DATE: i Review of the plans and specifications covered by this 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 OFFICIAL: DATE: 4 TElE S7.440 aI1• • 4 L EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:, , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2235.0 25.78 10371.3 Single, Clear SE 1.0 7.5 39.0 56.64 0.99 2191.9 Single, Clear SW 9.5 14.5 3.5 52.82 0.61 112.7 Single, Clear NE 9.0 9.5 64.0 43.65 0.60 1675.0 Single, Clear SW 9.5 10.0 12.0 52.82 0.53 333.1 Single, Clear NE 1.0 6.5 32.0 43.65 0.98 1369.6 Single, Clear SE 23.0 9.5 48.0 56.64 0.42 1131.2 Single, Clear NW 1.0 6.5 23.0 37.74 0.98 851.5 Single, Clear NW 1.0 6.5 16.0 37.74 0.98 592.3 Single, Clear NW 1.0 6.5 16.0 37.74 0.98 592.3 Single, Clear SW 1.0 7.5 39.0 52.82 0.99 2040.3 Single, Clear SE 1.0 4.5 7.0 56.64 0.92 364.1 Single, Clear SW 1.0 8.5 23.0 52.82 1.00 1211.7 As -Built Total: 322.5 12465.7 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 568.0 0.70 397.6 Concrete, Int Insul, Exterior 4.2 1502.7 1.16 1743.1 Exterior 1645.7 1.90 3126.8 Frame, Wood, Exterior 11.0 143.0 1.90 271.7 Frame, Wood, Adjacent 11.0 568.0 0.70 397.6 Base Total: 2213.7 3524.4 As -Built Total: 2213.7 2412.4 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2233.0 2.13 4756.3 Under Attic 30.0 2250.5 2.13 X 1.00 4793.6 Base Total: 2233.0 4756.3 As -Built Total: 2250.5 4793.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 214.5(p) 31.8 6821.1 Slab -On -Grade Edge Insulation 0.0 214.5(p 31.90 6842.5 Raised 250.0 3.43 857.5 Raised Wood, Adjacent 11.0 250.0 1.80 450.0 Base Total: 7678.E 1 As -Built Total: 464.5 6392.5 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2235.0 14.31 31982.9 2235.0 14.31 31982.9 Summer Base Points: 43081.1 Summer As -Built Points: 45386.8 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 43081.1 0.4266 18378.4 45386.8 45386.8 1.000 1.00 1.087 x 1.150 x 1.00) 0.284 1.250 0.284 0.950 0.950 15316.3 15316.3 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2235.0 5.86 2357.5 Single, Clear SE 1.0 7.5 39.0 8.34 1.01 329.3 Single, Clear SW 9.5 14.5 3.5 9.22 1.20 38.8 Single, Clear NE 9.0 9.5 64.0 12.00 1.00 768.6 Single, Clear SW 9.5 10.0 12.0 9.22 1.31 145.2 Single, Clear NE 1.0 6.5 32.0 12.00 1.00 384.1 Single, Clear SE 23.0 9.5 48.0 8.34 1.89 756.3 Single, Clear NW 1.0 6.5 23.0 12.23 1.00 280.8 Single, Clear NW 1.0 6.5 16.0 12.23 1.00 195.3 Single, Clear NW 1.0 6.5 16.0 12.23 1.00 195.3 Single, Clear SW 1.0 7.5 39.0 9.22 1.00 361.0 Single, Clear SE 1.0 4.5 7.0 8.34 1.04 60.7 Single, Clear SW 1.0 8.5 23.0 9.22 1.00 212.5 As -Built Total: 322.5 3727.9 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 568.0 1.80 1022.4 Concrete, Int Insul, Exterior 4.2 1502.7 3.26 4898.8 Exterior 1645.7 2.00 3291.4 Frame, Wood, Exterior 11.0 143.0 2.00 286.0 Frame, Wood, Adjacent 11.0 568.0 1.80 1022.4 Base Total: 2213.7 4313.8 As -Built Total: 2213.7 6207.2 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 2233.0 0.64 1429.1 Under Attic 30.0 2250.5 0.64 X 1.00 1440.3 Base Total: 2233.0 1429.1 As -Built Total: 2250.5 1440.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 214.5(p) 1.9 407.5 Slab -On -Grade Edge Insulation 0.0 214.5(p 2.50 536.3 Raised 250.0 0.20 50.0 Raised Wood, Adjacent 11.0 250.0 1.80 450.0 Base Total: 457.5 1 As -Built Total: 464.5 986.3 EnergyGauge(D DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: " " " PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2235.0 0.28 -625.8 2235.0 0.28 625.8 Winter Base Points: 7191.0 Winter As -Built Points: 11909.9 Total W inter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 7191.0 0.6274 4511.7 11909.9 11909.9 1.000 1.00 1.078 x 1.160 x 1.00) 0.432 1.250 0.432 0.950 0.950 6112.5 6112.5 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge(D/FIaRES'2001 FLRCSB v3.2 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 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 18378 4512 10256 33146 1 15316 6112 10495 31923 PASS OFT14EST qT, rrr,,'' `•` O O a v ak, 06D W ,' o EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION I REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) 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 (gas) 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 efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 I Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. I . New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, hit Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent 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: Garage b. N/A New _ 12. Cooling systems Single family _ a. Central Unit I 4 _ b. N/A Yes _ 2235 ft' c. N/A 322.5 ft' _ 13. Heating systems 0.0 ft' _ a. Electric Heat Pump 0.0 ft' _ 0.0 ft' b. N/A R=0.0, 214.5(p) ft _ c. N/A R=1 1.0, 250 Oft' _ 14. Hot water systems a. Electric Resistance R=4.2, 1502.7 ft' _ R=1 1.0, 143.0 ft' _ b. N/A R=11.0, 568.0 ft' _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=30.0, 2250.5 11' _ 15. H VAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, MZ-C-Mulnzone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 48.0 kBtu/hr _ SEER:12.00 _ Cap: 48.0 kBtu/hr HSPF:7.90 _ Cap: 50.0 gallons _ EF: 0.86 PT, _ 1%, STg) p eo uJ rrur yy ` " ff, cOn wE NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarT"designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY m Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1823646 4.9.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Proiect Information For: MORRISON HOMES Notes: BROOKWOOD/1823 W/BEDRM. #4 & BATH & BONUS Design Information Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 43889 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 43889 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2235 2235 Volume (ft3) 20639 20639 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 241 138 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.0 HSPF 0 Btuh @ 47°F 0 OF 1567 cfm 0.036 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 32943 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total Sens. equip. load 33740 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 4058 Btuh Total latent equip. load 7649 Btuh Total equipment load 41389 Btuh Req. total capacity at 0.70% SHR 4.0 ton Cooling Equipment Summary Make TRANE Trade Efficiency 10.0 EER Sensible cooling 32900 Btuh Latent cooling 14100 Btuh Total cooling 47000 Btuh Actual cooling fan 1567 cfm Cooling air flow factor 0.048 cfm/Btuh Load sensible heat ratio 82 % Soldltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjghtsoft Right -Suite ResidentialT" 5.5.06 RSR26014 2002-Apr-03 17.06.06 ACCA E.\Files\mordson\1823 BROOKWOOD\1823848\1823B48 rsr Page 1 RIGHT-J WINDOW DATA 5 DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 W N D W a a a b a b a a a a a Job:1823B4B 4.9.01 S D W G L S S O N A S O O W C W S K I A L O T H V G N H V V H H N H Y R L A W R A H L G C R R G T A A L Z E M D G Z L O X Y T M R R KITCHEN BREAKFAST n ne a c n 0 d 1 1 90 1.0 1.0 1.5 6.0 39.4 39.0 0.0 GREAT/FOYER n se a c n 0 n 1 1 90 1.0 9.5 11.0 3.5 76.4 3.5 3.5 n se a c n 0 n 1 1 90 1.0 9.5 7.0 3.0 76.4 12.0 12.0 n nw a c n 0 d 1 1 90 1.0 9.0 1.5 8.0 39.4 64.0 0.0 MASTER SUITE n nw a C n 0 d 1 1 90 1.0 1.0 1.5 5.0 39.4 32.0 0.0 n ne a c n 0 d 1 1 90 1.0 23.0 1.5 8.0 39.4 48.0 0.0 MASTER BATH\WIC n sw a c n 0 d 1 1 90 1.0 1.0 1.5 5.0 47.4 23.0 0.6 BEDROOM 2 n sw a c n 0 d 1 1 90 1.0 1.0 1.5 5.0 47.4 16.0 0.4 BATH 2 BEDROOM 3 n sw a c n 0 d 1 1 90 1.0 1.0 1.5 5.0 47.4 16.0 0.4 UTILITY ROOM BEDROOM 4 n se a c n 0 d 1 1 90 1.0 1.0 1.5 6.0 47.4 39.0 0.8 BATH n ne a c n 0 d 1 1 90 1.0 1.0 1.5 3.0 39.4 7.0 0.0 wrightSC) t Right -Suite Residential- 5.506 RSR26014 2002-Apr-03 17:06.06 iiC% E:\Files\mordson\1823 BROOKWOOM18238413\18231348.rsr Page 1 BONUS a n se b c n 0 n 1 1 90 1.0 1.0 3.5 5.0 76.4 23.0 0.0 t vvngjntsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 17:06:06 ACC.p, E•\Files\morrison\1823 BROOKWOOD\1823B4B\1623B4B.rsr Page 2 RIGHT-J WORKSHEET N Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1823B4113 4.9.01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 i' MANUAL J. 7th Ed. 1 Name of room Entire House KITCHEN BREAKFAST GREAT/FOYER 2 Length of exposed wall 276 5 ft 13.0 ft 7.5 ft 45.0 ft 3 Room dimensions 13.0 x 205 ft 7.5 x 14.0 ft 190 x 23.0 ft 4 Ceiings Condit. Option 9.2 ft Iheat/cool d 9.4 ft heat/cool 9 4 fti heat/cool 9.4 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO Htg Clg W) Htg Clg ft') Htg I Clg ft') Htg Clg ft') Htg I Clg 5 Gross a 14B 46 21 1822 122 71 423 Exposed b 12C 2.9 19 166 20 22 20 walls and c 13C 3.2 1.2 586 0 0 0 partitions d 0.0 0.0 0 1) 0 0 e 0 0 0.0 0 0 0 0 f0 0 0.0 0 0 0 0 6 Windows and a 1C 37.0 211 7780 0 0 39 1441 16 573 glass doors b 8C 37 0 112 4140 0 0 0 0 64 2365 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0'" 0 0 0 0 f 0 0 0 0 0 0 0 0 0 0 7 Windows and North 282 18 502 0 0 0 0 16 456 glass doors NE/NW 39.4 190 7486 0 0 39 1537 64 2522 Cooling E1W 0.0 0 0 0 0 0 0 0 0 SE/SW 532 115 6105 0 0 0 0 0 0 South 0 0 0 0 0 0 0 0 0 0 Horz 0 0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 127 38 717 484 0 0 0 01 0 0 20 378 255 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4 6 2.1 1503 6924 3094 122 563 252 32 145 65 323 1491 666 exposed b 12C 2 9 19 143 412 278 20 58 39 22 63 43 20 58 39 walls and c 13C 3 2 1 2 568 1789 665 0 0 0 0 0 0 0 0 0 partitions d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 17 2.2 2251 3817 5010 267 452 593 105 178 234 437 741 973 b 00 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 00 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 00 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 00 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 00 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0 0 215 5560 0 13 337 0 8 194 0 45 1166 0 Note. room b 19G 1.1 0.0 250 284 0 0 0 0 0 0 0 0 0 0 perimeter c 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Floors) f 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 23.5 7.6 361 8476 2724 0 01 0 391 917 295 100 2339 752 13 Subtotal loss=6+8. +11+12 39899 1410 2939 9111 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Duct loss 10°/ 3990 10°/ 141 10°/ 294 70°/ 911 15 Total loss = 13+14 43889 1551 3233 10022 16 Int gains, People @ 300 6 1800 0 0 0 0 3 900 Appl. @ 1200 2 1800 1 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 29948 2084 2173 6562 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Duct gain 10% 2995 10°/ 208 10% 217 10°/ 656 19 Total RSH gain=(17+18)'PLF 1.00 32943 1 00 2292 1.00 2390 1.00 7218 20 Air required (cfm) 1567 1567 55 109 115 114 358 343 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ght50ft Right -Suite Residential" 5.5.06 RSR26014 2002-Apr-03 17:06.06 4CCA E.\Files\mornson\1823 BROOKWOOD\1823B4B\1823B4B.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 18231B46 4.9.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone. (407) 831-2665 MANUAL J. 7lh Ed. 1 Name of room MASTER SUITE MASTER BATH\WIC BEDROOM 2 BATH 2 2 Length of exposed wall 41.0 ft 13.0 ft 110 ft 00 ft 3 Room dimensions 180 x 140 ft 13.0 x 18.5 ft 11.0 x 145 ft 6.0 x 80 ft 4 Ceiings Condit Option 9.4 hi heat/cool 9.4 ft heat/cool 94 fti heat/cool 9.4 ft heaticool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I CIg ft') Hig CIg ft') Htg I Clg ft') Htg Clg ft') Htg I Clg 5 Gross a 14B 46 21 385 122 103 0 Exposed b 12C 2 9 1 9 0 0 0 0 walls and c 13C 3 2 1 2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0 0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 23 850 16 591 0 0 glass doors b 8C 370 48 1774 0 0 0 0 0 0 Healing c 9C 38.7 0 0 0 0 0 0 0 0 d 00 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 00 0 0 0 0 0 0 0 0 7 Windows and North 282 0 0 1 12 0 8 0 0 glass doors NE/NW 39.4 80 3152 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0... 0 0 0 SE/SW 53.2 0 0 22 1062 16 739 0 0 South 0 0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18 9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 189 127 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4 6 2.1 305 1407 629 99 457 204 87 403 180 0 0 0 exposed b 12C 2 9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1 2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 e 00 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 00 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1 7 22 252 427 561 241 408 535 160 271 355 48 81 107 b 00 00 0 0 0 0 0 0 0 0 0 0 0 0 c 00 00 0 0 0 0 0 0 0 0 0 0 0 0 d 00 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 00 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25 9 0.0 41 1063 0 13 337 0 11 285 0 0 0 0 Note. room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 23.5 7.6 80 1881 6051 23 541 174 16 376 121 0 0 0 13 Subtotal loss=6+8.+11+12 7735 2593 1926 81 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Duct loss 10 °/ 774 10 °/ 259 10°/ 193 10 % 8 15 Total loss = 13+14 8509 2852 2119 90 16 Int. gains- People Q 300 1 300 0 0 0 0 0 0 Appl. Q 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8 +12+16 5246 1987 1403 107 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Duct gain 10% 525 10°/ 199 10°/ 140 10°/ 11 19 Total RSH gain=(17+18)'PLF 1 00 5771 100 2186 1.00 1543 1.00 118 20 Air required (cfm) 304 274 102 1(A 76 73 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gF-tsoi t Right -Suite Residential"' 5 5.06 RSR26014 2002-Apr-03 17:06:06 ACCA E•\Fdes\momson\1823 BROOKWOOD\1823B4B\1823B4B.rsr Page 2 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 1823B4B 4.9.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone (407) 831-2665 J' 7th Ed. 1 Name of room BEDROOM 3 UTILITY ROOM BEDROOM 4 BATHj4MANUAL2Lengthofexposedwall255ft6.0 ft 435 ft 9.0 ft 3 Room dimensions 14.5 x 110 ft 7.0 x 75 ft 12.0 x 16.0 ft 9.0 x 8.0 ft Ceiings Condit. Option 9.4 ft heal/cool 9 4 ft heat/cool 9.4 ft Iheal/cool 9.4 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Clg ft') Htg Clg fl') Htg i Clg OF) Htg Clg 5 Gross a 14B 46 2.1 102 0 409 85 Exposed b 12C 2.9 1 9 0 0 0 0 walls and c 13C 3.2 1.2 138 56 0 0 partitions d 0 0 0 0 0 0 0 0 e 0.0 00 0 0 0 0 f0.0 0 0 0 0 0 0 6 Windows and a 1C 37.0 16 591 0 0 39 1441 7 259 glass doors b 8C 37.0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 00 0 0 0 0 0 0 0 0 e 00 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 282 0 8 0 0 1 17 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 7 276 Cooling ENV 0 0 0 0 0 0 0 0 0 0 SE/SW 532 16 739 0 0 38 1809 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0 0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0 b 11A 189 127 0 0 0 0 0 0 0 0 0 0 0 0 c 00 00 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2 1 86 396 177 0 0 0 370 1704 762 78 358 160 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1 2 138 435 161 38 120 44 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 00 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 160 271 355 53 89 117 192 326 427 72 122 160 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 00 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 00 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 00 0 0 0 0 0 0 0 0 0 0 0 0 f 00 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25 9 0.0 26 661 0 6 156 0 44 1128 0 9 233 0 Note room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 23 5 7.6 16 3761 121 18 423 136 391 917 295 7 165 53 13 Subtotal loss=6+8.+11+12 2730 1127 5516 1136 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Duct loss 10°/ 273 10°/ 113 10°/ 552 1 / 114 15 Total loss = 13+14 3003 I "" 1240 6068 1250 16 Int. gains: People @ 300 0 0 0 0 0 0 0 0 Appl @ 1200 0 0 1 600 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1562 1127 3310 649 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Duct gain 10% 156 10°/ 113 10% 331 10°/ 65 19 Total RSH gain=(17+18)'PLF 1 00 1718 1.00 1239 1.00 3641 1.00 114 20 Air required (cfm) 107 82 44 59 217 173 45 34 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrrght50>FC Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 17:06:06 CC,01, E.\Files\morrison\1823 BROOKWOOD\1823B4B\1823B4B.rsr Page 3 RIGHT-J WORKSHEET ti Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1823646 4.9.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 J 7lh Ed. 1 Name of room BONUS74MANUAL2Lengthofexposedwall 620 ft 3 Room dimensions 140 x 190 ft Ceiings Condit. Option 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Area Area EXPOSURE NO Htg I Clg ft') Htg Clg Htg CIg Htg Clg Htg CIg 5 Gross a 14B 4.6 2.1 0 Exposed b 12C 2 9 1 9 104 walls and c 13C 3 2 1 2 392 partitions d 0.0 0.0 0 e 00 00 0 f00 00 0 6 Windows and a 1C 370 23 850 glass doors b 8C 370 0 0 Heating c 9C 38 7 0 0 d 0.0 0 0 e 00 0 0 f00 0 0 7 Windows and North 28.2 0 0 glass doors NE/NW 39.4 0 0 Cooling ENV 0.0 0 0 SE/SW 53.2 23 1757 South 0.0 0 0 Hoe 00 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 b 11A 189 127 0 0 0 c 00 00 0 0 0 9 Net a 14B 4 6 2.1 0 0 0 exposed b 12C 29 1.9 81 233 157 walls and c 13C 3 2 1 2 392 1235 459 partitions d 0 0 0.0 0 0 0 e 00 00 0 0 0 f 00 00 0 0 0 10 Ceilings a 16D 1 7 2 2 266 451 592 b 00 0.0 0 0 0 c 0.0 0.0 0 0 0 d 0.0 0.0 0 0 0 e 0.0 00 0 0 0 f 0.0 0.0 0 0 0 11 Floors a 22A 25 9 0.0 0 0 0 Note. room b 19G 1 1 0 0 250 284 0 perimeter c 0 0 0.0 0 0 0 is displ. d 0.0 0.0 0 0 0 for slab a 0 0 0.0 0 0 0 floors) f 10 0 0 0 01 0 0 12 Infiltration a 23.5 7.6 23 541 174 13 Subtotal loss=6+8..+11+12 3594 Less external heating 0 Less transfer 0 Heating redistribution 0 14 Duct loss 100/ 59 o/ o/ o/ 151 Total loss = 13+14 3953 16 Int. gains: People @ 300 2 600 Appl @ 1200 0 0 17 Subtot RSH gain=7+8..+12+16 3739 Less external cooling 0 Less transfer 0 Cooling redistribution 0 18 Duct gain 10 °/ 374 19 Total RSH gain=(17+18)'PLF 1.00 4113 20 Air required (cfm) 141 196 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsOTtt Right -Suite Residential TM 5.5.06 RSR26014 2002-Apr-0317:06:06 ACCA E.\Files\morrison\1823 BROOKWOOD\1823B4B\1823B4B.rsr Page 4 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 18231346 4.9.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 20639 ft3 x 0.0167 = 241 cfm 2. Winter infiltration load 1.1 x 241 cfm x 32 °F Winter TD = 8476 Btuh 3. Winter infiltration HTM 8476 Btuh / 361 ft2 Total window = 23.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 20639 ft3 x 0.0167 = 138 cfm 2. Summer infiltration load 1.1 x 138 cfm x 18 'F Summer TD = 2724 Btuh 3. Summer infiltration HTM 2724 Btuh / 361 ft2 Total window = 7.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 138 cfm = 4058 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 32943 Btuh Sum of ventilation and structure loads = 34428 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 33740 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 4058 Btuh Equipment sizing load - latent = 7649 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldfitallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential'" 55.06 RSR26014 2002-Apr-0317:06:06 ACCK E:\Files\morrison\1823BROOKWOOD\1823B4B\1823B4B.rsr Page 1 25sh 255h 12d211•cd 2B5 BOBOfd 14.14 rap 10 1• both d,•ct 9'1'clps a f cop Bs I.Cd 8.4 I.rj ra n-Ilph; 14.6 I.cd 14•8 I•cd IDS 113 4. 10e6 I.cd 3' both duct e• 8' 12' 4' 6 to roar cap 95 tan 35sn N I0x6 I.cd 7• 15 25Sh I ctl -76+6-F-I 5 6, 75 D.10 rag INS I.cd 30,18 rq 1 7, Ila j• e+v 8' 0.6 I.cd 8• Is, 90 A/CPAO 6 II 6. 0 1 Q ID.6 I.cd to.[ aU 60 12• 25sh 9' 9 ICI DnNPE to, 8, PANEL IJ 4' dryer duct 3• both duct to rwF cap 12,12 rap toraroot capn 0 tan ./Sk. l2.Dv Iph 2-26sn 18r1glen 626RAD14 a8 I.ctl kale •1/8'•1'0' oX1 ptfarnby a' ar 1 p t,\ I NONEWELL 2 2111E DAMPER nabsez2 42X92 A/C SLAB Zrd10 rdl2BY BLDR MIN vrdtz 2' FROM WALL 4Ova trans to° ooalz.e Must hove a NnMun clearance of 4 Inches around the air handier per the State Energy code All puct nas an r=6 Insulation value. Rating V) Y) :--, w2z 0 0 o^ P z o v) 03. O Oaf Inp OPP C O 0Y " (Y) P' q 3 of o r E m w > z o z o w 3 Q I- co a J O 7 Q (C CaCL J(/)0 ta. 9' I in 2. rag 1 7'( 1 1 Io IID 4.Cd L I Ef 1 I— CJIa tooI I I I I 1 rn NM LJ (\ I Z COO O Pq Z ~ O 0306 Y 't Q Oac CD a_, O Pa V) o o' 1 °` 1 2: m 3 V r-1 Rating zO rao w •• •• > z o z o w 3 Q lk— co F— Q J J O D Q EC Must have o rdnlruwn ClearooCe of 4 Inches around the olr handler per the State Energy Code All duct has on r=6 Insulotlon value. ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN BUCKWNDOW FLANGE A W000 BUCK CONCRETE OR MA SONRY OPENING BY OMERS CXTERIORFINISH BY OTHCRS PERIMETER CAULK BY OTHERS / FLANGE TYPE J WINDOW FRAME HEADER L&U2 B WINDOWHEIGHT FLANGE TYPE WINDOW FRAMESILL PERIMETER CAUUc- BY OTHERS ONE BY WOOD BUCK BY OTHERS 1 1/4' MIN I-EMBEOMENT SHIM AS REO'D SEE NOTES) 47 \ CONCRETE C9 MASONRY OPENING BY OTHERS b `INSTALLATION ANCHOR 3/16- CIA TAPCON SHOWN PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & WINDOW WIDTH WAVY OPENING BY OTHERS EXTERIOB CAULK BETWEEN EXTERIOR WINDOW FLANG FINISH WOOD BUCK BY OTHERS SECTION 2 WINDOW WTH. I A B C D E K 2 SILL STOOL BY OTHERS WINDOW HGT. F A H rr a CAULK BETWEEN WINDOW FLANGE Y PRECAST SILL WITH NILKEM PRECASR SILL 116 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 fFNFRAI NOTES- 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WrTH 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 AI HEAD k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL 43 APPUCATION OF VUUUM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS 5) USE LATEX CAULK FOR PERIMETER SEAL MOUND EXTERIOR OF WINDOW FLANGE. 6) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASIM E1300 GLASS CHARTS SINGLE CLAZING IS SHOWN. INSULATING CLASS IS ALSO OWUFIED 7) GENERAL ALUMINUM'S 1440 SERIES SINCLE HUNG IS SHOWN. THIS PRIM ALSO APPLIES TO THE 1540 INSULATING CLASS SINGLE HUNG SERIES. SHIM AS REO'D SEE NOTES) INSTALLATION ANCHOR 3/16' DIA TAPCON SHOWN CAULK BETWEEN WOOD BUCK k MASONRY OPENING BY OTHERS d 1 1/4- MIN. A EMBEDMENT 1/4- SHIM SPACE MAX. BUCKHEIGHT BUCK WIDTH 1/4- SHIM FLANGE TYPE SPACE MAX WINDOW FRAMEJAMB G w As CENT"Ai• FLHJR.FDL II•O.A.F, a4( Y.ANUFA.CTURE1R NA a,. 6'CVtFF RAH A ytil n)yM VRC.TPR FiT.R. A COMPARATIVE ANALYSIS ATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE W.OTH/HDcrt EXTERIOR wnJ;bOR HEAD JAMBS 12 19 to 1 71 99 99 B F,G u n 1/. 1 3e 2n 7e 7e a F.cF,0 141"4 19 1/. k 50 V. 19 1n X 54 5/1 5f54 5954 pB F.GF.014+5 11 1n 1 55 5n X Al 5247 52 i5 BB F,C 16 19 t X 72 40 0 F C 1 61n. e B 1H3 2e 1n X 3e a/1 51 51 B F,cF,C IH4 2. 1/2 X 50 5/1 H 4442 B r.c1H.+4 144+5 26 1n X 54 5n 76 In X 55 5n 4241 41 Bp F,0 INS 25 1/7 X 63 40 40 p F.G 6 26 1 X 72 40 40 F C 3OX2 30 1n 1 25 56 F.0 3OX33OX4 30 1/2 X 3e 3/1 30 In X 50 9A u40 N40 Bp F,C 3OX444 30 1/7 X 54 1n 40 40 B F.cF,c3OX4+5 30 ,/7 x 55 5/6 40 4040 BB F.c 3OX5xs 30 1/7 X 93 404 4o FGH1 22 1 e 51 1 B F.c 23 37 X 3e 2n 40 40 B F,C 24 37 X 50 5n 40 40 a F,G 24+4 37 X 54 A7a 40 40 B F,cF,C24+5 37 X 55 3n 4040 400 BB F.C,H,I 256 37 X e3 37 X 72 40 4a F C H 1 4p76 b a 6 46 4 B F,0 4e3e 46 X 3e 2n 40 40 B F.G 44150 4e X 30 3n 40 40 B f,c 4e4+4 4e X >< 1/. 40 40 8 F,C.M,1 4e4+5 4E X 55 A7. 0 40 B F,G,H,I fE6J 46 I N 40 40 B F,c.H,1 32 1n a 26 45 11 B F,C 33 5J 1/. X 36 3/. 40 40 B F.G 34 53 t/F 1 50 5n 40 40 B F,G,M,I 34+5 5] 1n X 55 5n 40 40 a F.G.M,I JS 53 In X Q 40 4o B F,G.H.I 6 5J t X 72 40 40 B F c I KOIE: 1) WHERE WATER RESISTANCE TEST REOJIREMENT OF l5X OF DESIGN LOAD APPLIES, POSITIVE OC9GN LOADS WILL BE LIMITED 10 40.0 PST WE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FLANGE FRAME WNDOW w CONCRETE OR MASONRY OPENING USE 3/16' pA TAPCON ANCHORS OF SUFFICIENT LtNCTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS 1 —J SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. HOLES. N4) INSTALL Ae SCREWS OF SUFOGENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ELEVATION ALL OTHEN FACTORY APPLIED INS7ALLAD IN AN045) P CkACT MNDOW SIZE IS NOT LISTED 1N MOROR CHART, USE ANCHOR OI1M TIfY LISTED MM NEXT LARGER SZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'O. VIEWED FROM EXTERIOR 1001 V. Cm.17 Ad. • U.11PA T2 7500E • P.O. kr 111OU kk',, TE 15M1 mu ocw n ASSEMBLY DRAWING SERIES 1440/1540 TDL SINGLE HUNG WANDOW Pow IT --.T Gut L BB N A oz?G oz BoAtErnAEM90N1TEOI10/26/01 rI1ErA6m R. ra01XICT RMN0.0Ll COAT. 220 INILXNA1gIW rrt. wrrz 254 K1T,.lO4. RP1kN J])41 -VTE CA -AK BEI1.'CEN wOCD BL7CK a Y•5MIP, OPENING Br OTHERS ONE BT W000 --N BUCr BY OTHERS CAULK BETWEENrFLUNG[ a w00ooD BUCK STUCCO -- BY OTHERS PERIMETER CAULK By OTHERS OLA7INC WINHEI I 81 OTHERS INSIALL•IIOrI AN(HJ• 3/16" Du TAPCON co"""', OR - So I- OPEN,HC Br OTHERS SHIP AS REDD SEE NOTES) I d 1-1/A' uPl EMBEDMENT A- M.X r -11 SPACE L FLANGE TYP[ v DOW FRAME HE ADCR euC• GHT Twn H BUCK -DtH - S- SP.CE SHIV AS RCOD SEE NO7C5) I.. —i— 1-1' 'In iYBCDYErII FLANGE TYPE r ,Dow FRAME G NAMI` BEIKENA89COBUCKh e Y.S. DRcHIHc BY OTHERS CL AZNIG II/11' IA I ANCHCP 16" OIA IAPCOry 0 O4 By WOOD EXTERIOR BUCK By OTHERS 1 `\ CAUL BEIW[CN 8Y 0I ER CAULK WNODw ILAHGlICKBYOTHERS w000 BOCK WNDOw mpiH CONMAETC OR SoNRY OPENING BY OTHERS SECTION 2 "UCCD Imm CGIAPARATIL'E ANALISIS & TAPCON ANCHOR LOCAT.'DN CHAPT WIT100s'7 DESIGN PRESSURE TAPCOIi A14CHOR SIZE (INCHES) CAPACITY IN PSF LOC=;IONS wYOTH/HEICN7 EXIEPIOR INTEFICR HEAD 3AYBS IZ x EO 0 56 OErG t7 . 77 0 56 C DCrG 16 X 16 AO 106 C n! Z. v 16 0 69 B 1 71. 7. 0 55 AB 1G 71 A 30 0 5 AB FC 7A A 0 0 AB FGir 7A v 8 0 0 A B 0,E 1.G 1,• 60 0 0 A.8 O ( I L 7+ . 0 0 AB DE FG7 37 8 40 0 AB 0Er0 36 i AO AO A B O.E.F.G 36 A 8 AO 0 A B O.E,r G 36 . 77 0 0 0 0 E F.G 8 A 7A 0 0 A 0EIG 8 X 8 AO 0 B 0EFG 8 v 60 AO 0 A B 0,[ r G 6. . 7• 0 0 B FC 7Z X 38 A0 AO A B F G 77 X 60 AO 0 O.0 I.G73X16AO0AB Hy OTHERS CENTRAL FLORWA B.O.A.F. YRNTH MANUFACTURER NAME: wTH MASTER FILE # D_ A C d rr) BALM AS R AxI) SHIM AS RiOD .1 EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIP u ALLOWPLC SHIM STACK TO BE I/. D I T. 7) NDOw FRAME uAI E RULL ALUMINUM ALLOY 6063 1 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD h JAMBS SILL MUST BE ATTACHED 10 THE SUBSTRATE WITH WLKCu 116 ADHESIVE CAULK OR APPROVED [OVAL 2 A) APPLICA710N OF VULKILI 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY ':RTH SEALANT MANUFACTURER S RECOMMENDATIONS ILL SLL STOOL TH[PS 3E S- PR[C•ST SLL vn lH MAKE. 116 ADHESIVE CAULK OR APPPOVCD [DUAL SECTION 1 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) CLASS THICKNESS MAY VARY PER IHE REOUIREYCMIS OF ASTM E1300 GLASS CHARTS 7) WHERE wA IER RESISTANCE TEST REOUIREMCNT OF 15% Or DESIGN LOAD APPLIES POSITIVE DESI. LOADS WRL BE LIMITED 10 400 PSF DUE TO WATER TES: PRESSURE OF 60 PSF ACHIEVED IN TEST 8) INSTALL A710N FLANGE FRAY[ wv+DOw 1N CU+CREIC OR MASONRY OPENING US[ 3/16 DIA TAPCON ANCHORS OF SUFFICIENT LENGTH 10 PRO`ADC YIN 1-1/4 (uBEDMENI INTO SUBSTRAT- A I LOCATIONS SHOWN ON CHART 9) SCE ELEVA LION FOR KEY 10 TAPCON LOCATIONS _ 10) 1NSIALL /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/. YIN EMBEDMENT INTO W000 BUCK AT ALL OTHER TIC 7ORY APRLED INSTALLATION HOLES IF FACTORY APPLIED HC.ES ARE NOT PRESE'i F8 SCREWS SHOULD BE PLACED AT MAX 6" FROM CORNERS h 111v Z.- OC 11) IF EuCI —DOW S;ZE IS NOl LISTED IN ANCHOR CHART USE ArICHOR OLAND" LISTED MiI NEXT LAPGER SIC FOP THE •PPROPRIAIE DE 5'_ PRESSURE RED D 17) C(NEP AL 1.50 SERIES PICTURE WINDOW IS SHOWN THIS PRINT ALSO APPLIES 7: THE 155G SERIES C J ELEVATION VIEWED FRONT EXTERIOr o u9z '0•TC ,SrY; (nSKw 1001 M Crosby k • Carrollm. n ?M • P 0 Bo 72 • Dclas. ;i INSTALLATION DETAIL SERIES 1-50/1550 F"ANGE P.1 BB /^ ma I P•I; cY -:• SHEATHING BY OTHERS 18 INSIALAIION ANCHOR SCREW SHOWN (lYP) Ex IERIORFINISH BY OTHERS PE'I.IMEI(R CAULK 6, OTHERS FIN TYPE WINOO'x FRAME HEADER xTRIR FIN TYPE WINDOW FRAME SILL PERIMETER CAULK BY OTHERS 8 SCREWINSIALAIIONANCHORSHOWN TYP ) / I J FINISH BT OTHERS SHEATHING J BY OTHERS CAULK BETWEEN FIN SHIM AS REO'D dr SHEAIU+G SEE NOTES) 1 MIN EMBEDMENT Fit, TYPEWrDpw FRAME 2 z WOOD AMe BY OTHERS 18 INSTALANON ANCHOR SCREW SHOWN (11P) 2 x WOOD BY OTHERS CAUL- 't'wEEu SHEI @ FIN 6Y 0.. .Rs i UIN Cu BEDu(nT I SHIM AS REO'D9(SEE NOTES) SHEATHING BY 07HERS DOW WIDTH xT[RIOF7 FINISH 81 OTHERS T RI R PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH.-7 I /,,/-ANCHOR(I YP) O 0 Ol 0 1 o u'' SILL STOOL o ' O i BY OTHERS 24' O C MAX (lYP ) O O LVINDOW EQUALLY SPACE ANCHORS (ITP ) HGT 0 0 O / O SHIM AS REDO 0 SEE NOT[$) o O 01 O O 5 uAx (lYP ) 2 x WOOD C.- 1T- BY OTHERS uAx (itP ) CAULK BC 1wEEr+ WNDOw FIN a SHEATHING ELEVATION uBCCurN M"' VIEWED FROM EXTERIORI SECTION 1 I&A 7U E.I.T. . T R r A!ff' I CFNERAI Rl-Qa N-Ut-J— MASTE, R FELE ## 3 COMPARATIVE ANALYSIS a ANCHOR CHART WINDOW DESIGN PRESSURE 110 OF E8 SCREWS NO OF 0090 DIA NAILS SIZE (INCHES) CAPACIIY IN PSF REO'D IN FRAME REO'D IN FRAME WDIH/m[iCNT ExTERIOR INTERIOR HEAD SILL O CA JAMB HEAD SILL O EA JAMB 16 x 30 109 2 7 7 1 16 x .D DJ 2 3 7 2 16 x SO 63 2 3 2 2 3 I 2 2 3 70 x 30 86 2 2 7 7 20 x •o 71 2 3 2 7 20 x SO 59 2 1 2 2 O F 60 to2 1 2 26 x 30 57 7 7 26 x .0 57 2 3 2 2 3 26 x 50 6 2 3 2 27 30 x 30 2 2 2 2 2 30 x •0 29 2 3 2 2 3 30 x 50 43 2 2 2 0 x 60 0 7 3 2 7 36 . 30 I 1 2 7 JD x 10 0 0 3 3 3 3 3 36 a 50 AO 0 3 3 3 3 3 S J 3 3 5 0 a 3o o l0 2 3 o x .o AO o 3 3 3 3 J 0 x 50 AO 0 3 3 3 3 3 3. 3 3 3 1 5 1) SHIM AS REO'D ADyCENI TO EACH INSIALLAIION ANCHOR WITH LOAD BEARING SHIM uAx ALLOWABLE SHIM STACK TO BE I/• 2) WINDOW FRAME MAICRMM ALUMINUM ALLOY 6063 1) USE LAIE, CAULK BEH1"D WINDOW FIN AT HEAD. SILL tr ,AUBS USE LATE- CAULK FOR PERIMEIER SEAL AROUND EATERIOR OF WINDOW FLANGE 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENIS OF ASIM E13DO GLASS CHARTS SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO DUALIFIED 6) WHERE WAtEIT R(SIS IANCE 'CST R(OUIREMENI OF 15% OF DESIGN LOAD APPLIES POSITIVE DESIGN LOADS WILL BE LIMITED TO '00 PSF DUE TO WATER TEST PRESSURE OF fro PSF ACHIEVED IN 'EST 7) HSl-'LAI10r+ FIN FRAM( WINDOW IN WOOD FRAME OPENING WIN TWO 8, WOOD STUDS USING 00901N DIA NAILS OR /6 SCREWS Of SUFFICIENT LENGTH 70 PROVIDE YIN I' EMBEDuENT IN70 SUB"" IE 6) IF E.ACI WINDOW SIZE IS HOT LISTED IN ANCHOR CHART. USE ANCHOR OUANIIIT LISTED WTH NEWT LAR^ER SIZE 9) GENERAL LUUINUM'S 11,0 SERIES SINGLE HUNG IS SHOWN THIS PRINT ALSO APPLIES TO THE 194o P+SUL.TING GLASS SINGLE HUNG SERIES STMIREv4- 0•IiUjrS-c 1001 W CroTTR Pd • C—M.. i2 75006.PO So.22.kkt. IE 755E1 M i fl(KVIP ASSEMBLY DRAWING SERIES/140/1940 TDL SINGLE HUNG WINDOW M..•.F <-A A• KW iBBN/A CRP D•N DK •n.l• ni05iD1 B G_v-OOt3 S.•C • E* a CAUL. IEHII E Xi C C!OP I"" 91 DINER PE RIM TER BY OTHERS FIN TYPEDOV HE A OCP GLAZIHISCEL...- EXTERIOR II II FIN TYPE FRAME SIL PERIMC,CI IT OTHER Exl[RIOP FINISHpTOI (R CAUL. it SHC•I.I.., 3T DIn[Ps SEC IION ! vINDOv 1101- -- rv.' MAX SMIH SPACE 2 X %r v00D aY O HC PS SHIM AS RCO D 2 X VoOD 1T 0THEPS B R4 LLL•IIDN IN TYPE VINDO'- R•HC Jane If' / II I^1M AS CEO D SEC4.IlwSNOTE) f, I' MIN CniC On(NT SPACE VWDOVIIIGH7 NC ILS NOD ExICRICIR // PCRIK TER CAULK J a OTHERS 8 INSIALLAI ION N(HOR SCREW COMPARATIVE ANALYSIS & ANCHOR. CHART J N DESIGN PRESSURE NO OF .D SCRE'-'S NO OE oo59 DIA NA!LS S 12EIN[H[$) CAPACITY IN PSF RCOUIRED IN FRAME PCOUIRED IN FRAM[ v1DTH/HEIGHI EXTERIOR In TERIOP HEAD L SILL E CA JAMS HEAD L SILL CA JAM. 20 7D 0 0 2 2 2 2 20 X .o 0 0 2 3 2 2 20 x 50 o 0 2 3 2 J 0 6o 2 3 2 3 30 . 30 0 0 2 1 IT)•0 0 0 2 7 2 3 3o X 5o 0 0 2 J 2 3o 60 1 0 0 2 3 2 0 . 30 o 0 2 0 A .0 0 0 3 J 3 3 0 x 50 o 0 3 3 3 0 . o D73 3 5 50 30 2 so ... 0 0 7 7 3 5o 5o o 0 3 3 50 60 0 0 7 5 0 o E x IEPIOR I FINISH CAULK $[HIND FIN CETI1 {, EYOTHERSRAL F1L ORWIA R.a.AF. SECTION2 $HE.,HING DIMANUFACTURER NAME: IRS 6iEA/'R. SL A/I/MIN//,f T 1 VINDOV VID1H - O 2.• DC MAX TIP) L NDO' J IGH1 IL MAX SHIM SPACE o INSTILLATION ANCHOR SERE, 2 X ' CCDIT O,HCRSMASTERFILE # TIES 1) VHERC VATEP RCSISIANCC TEST RCOUIR[M[N7 OF 15Z Of DESIGN LOAD APPLIES POSITIVE DESIGN LOADS VILL BE LIMITED TO •00 PSf DUE TO UAICP TEST Or 60 ACHIEVED Iry i[$t PRE SSTUDS2) INSTALLATIONFINFRANC vINDOv IN vOOD FRAM( DP[NING IH IvO BY vOOD S SUDS USING .B SCR(V$ Of SUFFICIENT LENGTH 70 PROVIDE MIN 1' [M 6[DMEN1 US CRSUINTOSUBSTRATE OR 1199 IN CIA NAILS 31 If EXACT VIMIIOV S12C IS .07 LIS ICD IN ANCHOR CHARI USE OUAN1111 LISTED VITH NEXT LARGER SIZE 2 SHIMASROODADJAC"T 10 EACH INSTALLATION ANCHOR VITH LOAD JEARING SHjM EOUALLT SPACE MAX ALLOVABLE SHIN SICK 1O BE 1/4'. ANCHORS 01P) 5) VINDOV FRAM[ MATERIAL, ALUMINUM ALLOY 6063 6) US LAIEx CAULK I[HIrvD VINDOV FIN AT r.CAD SILL L JAMIS 71 USE LATEX CAULK FOR RERUCIER SC AL AROUND Ex1ERIGR Of VINDOV FLANGE 0) GLASS , HICKNC SS MAY VARY PER RCDUIREnENiS OF ASTM [1300 GLASS CHARTS SINGLE GLAZING IS $HOVN, INSULATING GLASS ALSO OUALIf ICD 9) GENERAL AL u+IwnS IIoO SERIES PIC ILIRC WINDOW IS SHO'vN ImIS PRINT ALSO APPLIES 10 1900 SC RIES PIC7URC vIN00v 6• MAX ( TYR) 6" MAX Ft FVAIION L VIEWED FROM E>TERICIR Fi C. l ICIvCCN- VOOD ILK L MAION9 OPENING BY 01 QPS CAULK IC 1•vE[N 11HG CLA GC L ODD hSK CONCRETE OP S ONRT OPENIN BY WH0 RS EXTERIOR FINISH - I, 01HEQS PERIMETER CAULK I, OTHERS FLANGE IIPEINDOvFRAME HEADER VINDOV EXTERIOR HEIGHI DIE BY WOOD BUO BT OTHERS r—INSTALLATION AN CHOP 3.16 DIA 1.PCDN r- `HIM AS PED D SEC NOT C., Q 1-1/.' MIN EMBEDMENT SHIN SPACEIySnlACE r1 GL.11,6 00 SE[ oils, IuCKHEIGHT SHIN AS RED D tSEE NOTES, FLANGE I,PE WINDOW FRAM[ SILL ONC 1, WOODIfaucK nPCRIMETERCAULKIICiwCRSBYOTHERS i I, SHIM SPACE CXTERIDR FINISH J Q B, OTHERS a CAULK IE IU'CEN V[NDOv I-1,.• IN CMICDMCNI FLANGE L 101)0 TUCK OR INSTALLATION ANCHORCONCRETESON" CPCHING 3/16' DI. IAPCON ITOTHERS CAULr SETvCCN vOOD DUCK L MASONRY OPENING 11 OTHERS SECTION 1 NOTES1) SHIu AS REDD AT EACH INSIALLA-,ION ANCHOR USING LOAD BE.RR1C SH L... ALLOeABLE SHw SIAC• TO BE I/A- 2) vnlppw ITT. -I uATCRUL .LuulnUu ALLOY 6063 VSE LITCX CAUL. BCHRID wINDO'.' FLANGE AT HEAD. SILL G 3.v85 USE WEX CAULK FOR PERIvC.EP SEAL AROUND EAIERIOR OF -Dew rL..NGE 5) GLASS THICKNESS UAY VARY PER THC RCOu1RE,ENIS OF ASTm E13DO GLASS CHARTS 61 DESIGN PRESSURE (APACIF, Or vIMDCv L INSTALL At ION IS LIMITE3 iC ADD PSr 11 1O INSI.LLA7I1,N or FLANGE FRAM[ vINDOv$ IN CDNCREIE DR "VSONs? OPENING USELIG' DI. IAP(01, ,IPC ANCHORS or SurrICIENT LENGTH TO PROvI DE .IN 1-1,A' EMBEDMENT INTO SUII I RAT PL ACC .NCH S 6' MAX F40M CDRNERS L 24' OC MAI BC 1vCCN B, IUILD Do IN AROUND CURv[D PORTION Or vINcO`-' FP.H[ to IE CNGINc RED 1* OTHERS BUILD DOWN MUST BE Or SUFFICIENT SIPENCTH TO ADEDUATELY IZINS--ER LOAD FROM v INDOv TD THE STRUCTURE R, ELCvATIONS S1Uv COMMON CDWIGU24110NS IT IS MDT INTENDED TC L"11 USE Or THIS ONPRODUCTTOTHESEIu0CEIGUR.IIDHS THIS SHCEI APPLIES IC ALL COFIGURA it DNS 1HA1 CAN IC MANF ACIURCD rob. T-t 145GII550 SERIES DESIGNER FINED vINDOv r R.IING SI$, E. CENTRAL FLORIDA B.O.A_)F. MANUFACTURER NAME: 1CCNERAl, 41 UH/NVH MASTER FILE # 2 WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR I i n7_7._,R. Dec SHIM SPACE SHIM AS REO'D I1/.' MITI t SCC NOTES, [Ma[pnCNl F.-"GC l.P[ CAULK 511 .[INGODBUCKL AHD \\` r. so" OPENING DO, raAr[ d iT DIH[R$ IOW WINDOW HT HEIGHT 0 CA.IIAU II+. U I ` INSIALLATIOn ANCHOR S[[ rdl[S1 \ 0 7116' Di. lAP(pN ONE 0, WOOD PERIMETER C--- BUCK I, OTHERS p+ OTHERS EXTERIOR FINISH CAULK BFLANGEI, C1 HERS FLANGE INDDD n,cK v101N CONCRE IE OR H.SORT OPC NI,4 SECTION 2 IT ITTH. I f WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR 1001 C,wT Rd . Cm I1.. T[ 7SM • P.0 111 111077 -ORD.. TI 75511 rP•. Lc ttu.;.no. INSTALLATION DRAWING ONE BY BUCK, SERIES 1450/1550 DESIGNER PICTURE WINDO:' 1 t- R N• t.Lt Fag N/A rcc. R.I, N. 13' I RCN )/z0/Oz B GEN-0 c5 SHEBY C%HER! EATERAR F B- OTHERS PERIME TER CAULK BFOTHERSFIN TYRE FRAMEHEG ZINC (I :e1L^'Ic SEE NOTES FIN TYPE — FRAMESLL / PERIuETEP CAULK J BY OTHERS S RISLALLAIION J ANCHOR SCREW (11P ) ENTEROR FINISH J BY C7HERS CAU_ K BEHIND FIN - SHE• IHIHL BY OTHERS e. S I ALL A . O.T HOR SCREW (rI ) SHIM AS REDD SEE NOTES I S— SPACE J T nNDOW HEIGHTSHIM SP•C SHIM As R-`oo SEE NOTES 1- ` z I FP AMINE EMBEDMENT B1 OTHERS SECTION I HE N2:_ IN CESIGN PRESSURE C—w, OF WNoo. i INSTALLATON IS A00 -SF. z) INSTALLATION OF TIN FRAME WINDOW IN W000 FR-E OPENING WITH TWO BY w000 STUDS USING OCS91N DIA NMLS RACE 099 MAILS i' FROM CUNERS Ms G' OC u•F BE'WEEN 3) FOR INS IAI.L.A.I.ON OF TR+ FRAuC WINDOW IN WOOD FRAME ORENIINC WITH TWO BY WOOD STUDS UEING IB SCREWS OF SUFFIOENT LENGTH TO RROVIDC u , 1 IN EM9EOVEN' INTO SUBSTRATE PLSCE SCREWS E' MA. ROM CORNERS 4 zA CC M . BCTWCEN SHIM AS REDD AD_ACEM TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM u ALLOWABLE SHIM STACK TO BE 1/4- S1 w1NDow FRAME uA+EauL ALUMINUM ALLOT 6053 5; USE LATER UuLK BEHINC WINDOW FUN At HEAD. SILL & JAMBS USE LATE• CAULK FOR PERIMETER SEM AROUND E•IERIOR OF NOOW F— E E) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS ST) 'UILD DOWN AROUND CUPVED PORTION OF WINDOW !RAMC TO BE ENGINEERED BY OTHERS BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATEL TRANSFER LOAD FROM WINDOW TO THE STRUCTURE 10) ELEVATIONS SHOW COMMON CONFIGURATIONS 11 IS NOT INTENDED TO LIMIT USE OF THIS PROOUCT TO THESE TWO CONFIGURATIONS THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BAN C MUFAC TUREOFROMTHE 1100/ 1900 SERIES DESIGNER FIKED PICTURE WINDOW FRAMING SYSTEM CENTRAL- FLORIDA B. O.A.&'A MANUFACTURER NAME: CCAFF& O j n/ AJ &M//JMMAASTERFILE # a I--wj ELEVATION VIEWED FROM EXTERIOR 0/_ Tye u-. r- z HIY '-Cr two B1 FRAMING SHIM AS REDO BY OTHERS FIN rr'E FRAME IAMB \ t' EMBEDMENT SM SHEATOTHHEE RSGLAz:NC (TIP) J CAULK BEHIND FIN SEE NOTES E• IERIOR FNISH BY OTHERS C • TERIOR Fa msi+u•nDN ANCHOR SCREW (iYP ) WINDOW WIDTH PERlmE7EP CAULKB1 OTHERS SECTION 2 w1 HE ELEVATION VIEWEDFROM EXTERIOR CAM, SINCEn W000 2UCK L uASONRr OPENING BY O'HCR5 wST ALLA 7ION "CHOR 3/16- CIA TAPCD+ ONE B, WOOD BUCK BY OTHER SHIM A5 PEOD BETWEEN SEC NOTES) FLANGE WOOD BUCK Q CONCRETE OR Q IAOPENING OMEYM MB[OMCr+wi 1 EXIER.OR Tw1SH- SPACE BY OTHER PERIMETER CAULK Br OTHER FLANGE TYPE WINDOW FRAuE HE AOER DOEIGHT Ex TE RIORH rLLANGE TYPENOOWIRAME vu PE RIME7ZR CAULK BY OTHER v a 4 PRE CAST 9Ll BY OTHERS CAULK BETWEEN wNOOw FLANGE PRE CAST SILL WAIH VULKEu SFCTIDN 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 6500 ADHESIVE SEALANT NOTES BUCK W101H FLANGE TYPE I/+ -SHIM WANDOw FRAME SPACE u JAMB ONE BY w0ao BUCK 9, O1nERI : F EM2EDM[YI Snlu AS REDD SEE NOTES) Cd+CRE7c OR MASONR, OPENING B, OTHER INSTALLA 7ID+ ANCHOR 3/ 16- DIA IAPCON PERIIEIER CAULK BOTHERS CAM. eETWEE- MOOD BUCK d WINDOW -WH , MASONRY OPENING B, OTHERS EXTERIOR C AULx BEIMEEN EATERIW WINDOW FLANCZ SWISH B, EITHERIMOCO BUCK BUCK HEIGHT SECTION2 ANCHOR (TYP I \ K D DOw B IGHT 1 A F' 7 vnu+DOw 1) SMIM AS REDD AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX ALLOWAELE SHIM STACK 70 BE I/A' 2) WINDOW FRAuE MATERIAL ALUMINUM ALLOY 6063 3) USE LA:'X CAULK BEHIND WINDG'W FLANGE AT HEAD AND JAMBS SILL MUST RE AITACHED 70 THE SUBSTRATE WIIH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL x) APPIEC A'ION OF VULKIIJ 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK A7 FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATION. 5) USE LATE, CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM [1300 GLASS CHART SINGLE CLASS IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED 7) GENERAL ALUMINUM'S 1460 SERIES MODIFIED SLIDER IS SHOWN THIS PRINT ALSO APPLIES 70 THE 1580 SERIES MODIFIED SLIDER INSULATING GLASS 6) DRAWING APPLIES TO INSTALLATION Or rLANCE MAKE WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16- } A 7APCON AKC,OR OF SUFFICIENT LENGTH TO PROVIDE MIN 1-1/4 EMBEDMENT IN70 SUBSTRATE 17 LDCAIION SHOWN ON CHART S) SEE ( LEV+ TICKS FOR KEY TO 1APCON LOCATIONS ruBC0uEN1 INTO WOOD BUCK AT ALL 10) INSTALLF6SCRESUSOFSUFFICIENTLENCTHTOPROVIDE31" MN FACTCRY APPLIEDISISUFFICIENTHOLESWHERE7APCONSAREREDD11) IF El-Cl +AHOOW SIZE IS v01 L'STEO IN ANCHOR CHA17 USE AKCHOR OMAN1171 LISTED WITH NEAT LARGER SITE ELEVATION VIEWED FROM EXTERIOR Fl 1 2 G 01/ o3- 7c- m COMPARA71VE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW SIZES DESIGN PRESSURE IAPCON ANCHOR LOCAiION INCHES) CAPACITY IN PSF REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 H,K A,G 24 A 24 40 67 HA 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 A 42 40 40 H,K A,G 36 A 48 40 40 H,K A,G 36 A 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 A 12 40 73 H,K A,G 60 A 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 A 55 40 40 H,K B.C.D.F,G CENTRAL FLORIDA B. O. A. F. MANUFACTURER NAME: a v& iLRL/= -44 l 4tn IK V Jdf MASTER FILE # _ s a N s•. n I F. I I I 3/20/02 I I SE•10027 1, .. _, TFbI, A La ..W _R...Ia.. ,. I .>e ..I.H,..I.A. M . _P.F I . I K- T,1, ,•.,, r,.<N. SHE A TI-iNG BY OTHER B SCREW 'NSTALATION - AYCHCR (TYP ) Ex TERICR FINISH BY Or"ERS PEP•IvETE2 CAULK 6Y CTHER ____ F V TT=E W NOC I FAME HEADER rXT RI R PERIMETER CAULK BY OTHER B S REw INSTAL A NON ANC -OR (TYP ) ExTEi OR F 'Nis - Er C-HERS c EA-AING CAULY E__T, EEN FIN SHEATHING 2 x FRAMING 6 SHEAT,NC I r BT OIHER By OTHERS 1- IAIN 1/4 MA% I CAULK BETWEEN I EMBEDMENT $HIM A5 R OO SHIN SPACE SHEATHING it FIN SEE NOTES) I A I OTHERS 2 z FRAMING ET OTHERS FIN TYPE I -MIN zf rr 1/L MAx WINDOW' FRAME EMBEDMENT SHIM SPACE JAMB SHIM AS R-OD SEE NOTES) WIN Dow H EIGH i FIN TYPEWINDOWFRAuEy.L SILL STOOL BY OTHER L - MAx SHIM SPACE SHIN AS RED D SEE NOTES) WRNDOw 2 x FRAMING HEIGHT BY OTHERS CAULK BETWEEN WINDOW FIN L[ SHE A 1HIT1G BT C-HER I- MIN EMBEDMENT SECTION 1 GE .fRA- NOTES I; S AS REC D ADJACENT TO EACH INSTALLA-:O`. ANCHOR WITH LOAD BE -RING SHAM MAY ALLOWABLE SHIM STACv TO EE 1/4 Z; r::.)OW FRA:•E MATERIAL ALLOT 6063 1; U5E LAiEx CAULK BEHIND WINDOW FIN At HEAD SILL a JAMBS l USE LATEX CAULK FOR PERIMETER SEAL ARC,YD EzTERIOR OF WINDOW FFAUE 5) G_+iS THICKNESS MAY WARY PER THE REOUI'EMEYTS OF ASTM E1300 SI- E GLAZING IS SHOWN INSULATING CLASS IS ALSO OUALIFIED 6) D; IAI NG APPLIES t0 INSTALLATION OF FIN FRAME MN_3W IN Y, 0 FPANE OPENING TWO Br •I000 SIUO$ USIL OS9 w DIA NA.-S CR FE SCREWS OF SUFFICIENTr0P7w0EMINEM_EOMENr w1p SUB iTR 71 IF E•ACI WU N)ZW 9EE IS •N01 LVSTEO u1 CNN;:. .:_ +NC••C. Ou.Nh:Y LIVED -11 LARCER SZE a) CE.i AL ALU'. NUM'S 11!0 SERIES HOQIZONTsI S. )F_ C SnOWN THIS PRINT ALSO AF:.ES t0 T-E 1980 INSULATING CLASS HCRIM-.AL 5L'OER SERIES B SCREW 1 INS1ALAi1DN ANCHOR (TYP ) WINDOW vnO iH Ex tER10R FINISH BY OTHERS xT RIOR PERIMETER CAULK BY OTHERS SECTION Z 6-MAX(TYP) EOUALIY SPACE 6' MA%(fYP) ANCHORS (TYP. O HEAD, 2 ANCHOR (TYP ) 2+- 0 C MAz(TTP) I WINDOW WiDHT SILL0to ELEVATION - VIEWED FROM EXTERIOR'-•-•-- r':;. Q ZbPI COMPARATIVE ANALYSIS & A"ICHOP OUANTIT'! CHART WnNDO';r $IZE DESIGN PRE$SUP,E gd SCREWS R;OD 099 NAS REG'D NICHE$ CAPACITY IN P$F IM FRA!A, IN FRA:AE WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT l SILL JAMB u SILL JA!Aa 24 n 12 40 40 2 2 2 2 2a n 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 24 x 48 40 40 2 2 4 36 n 12 40 40 2 2 3 2 36 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 36 x 48 40 40 2 36 x 55 40 40 2 3 5 48 x 12 40 77 2 4 2 48 x 24 40 40 3 2 a 2 48 x 36 40 QO 3 2 a 3 48 x 42 40 QO 3 3 4 3 48 x 48 40 40 3 3 a 4 48 x 55 40 40 3 3 a 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 a 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 n 24 40 40 4 2 7 2 72 x 36 40 40 a 2 7 3 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 a 72 x 55 40 40 4 3 7 5 TRAIlA IF'LL'i',<3ilDAl i8. O. A. r . MANUFACTURER Na: pp, ••!i Oyp r L4-L+ .4 cirlin/v lI1MA7 1 1'.Sl FILE Ifp1 ., Cntll la•Cw•••Anl 7500f •FO w•INW7•PiA f175111 INSTALLATION DRAWING WOOD FRAME STRUCTURE SER.ES 1170 /19C0 u,Y1INCD HORIZONTAL SLICER INN c-+0 -" N/AEfiN/A I•L'ALP F• I I 03/II/0'_ OEN -OCi'_ ANCHOR INSTALLATION MULLION ANCHOR MULLION ( TYP) BRACKET ANCHOR BRACKET — CENTIIAT i FLOP A B. MANUFACiTURM NAM WINDOW FRAME JAMB TYP.) MULLION DIE NO. 1445 SECTION A- A Lu EXTERIOR ELEVATION DWG NO: GEN-0452 6A P MULLION DIE NO 1445 v INSTALLATION STER FILE # 8 SELF TAPPING a ° SMS (TYP.) o SUBSTRATE SECTION B-B ANCHOR TYP.) i SEE NOTES 2 & #3 0 v I--- 1— 7 /8"--I NOTES 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B—B IS TYP AT HEAD cot SILL. A: ENERAL ALUMINUM CORP. CARROLLTON, TEXAS VERTICAL MULLION INSTALLATION DETAIL MINUM TUBE MULLION, DIE N0. 1445 DRN: JS APRVD: - - - - DATE: 3/1 % /02 SCALE: MATL: - - - - DWG NO: GEN-0452HALF PREPARED BY: PRODUCT TECHNOLOGY CORP. 250 MTERNADONAL PKwT, HEATHROw, FLOMDA 32746 PHONE 407-605-0365 FAX 407-605-056E 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 MUWON SPAN. WINDOW HEIGHTS SHOWN ON'Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020039 HEATHROW, FLORIDA 32746 12-Jan-2002 PHONE 407 805-0365 / FAX 407 805-0366 01-1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WOW. WTH. > WOW. 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. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 8054)366 CA020122 FEB. 19, 2002 02-0217 A r 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 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020123 FEB. 19, 2002 02-0217 DWG NO: STALLATION vCHOR YP.) 8 SELF TAPPING SMS (TYP.) IVIULLIUN DIE NO. 1446 SECTION A —A Sollm MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) MULLION ANCHOR BRACKET 0 v ° 0 SUBSTRATE M JLLION D;_ N0. 14=6 INSTALLATION ANCHOR TYP.) SEE NOTES 2 & #3 o 1-7/8" SECTION B—B B MANUFACTURER ° - EXTERIOR ELEVATION -° NOTES 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLIOIN, DIE NO 1446, 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 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 ?000 AREA: — — — — DRN: Jc APRvo ____ DATE: _ FRAMING. WT/FT: SCALE: JJ MATL: DWG NO: HALF ---- GE--_ PREPARED Br. PPODUCI ILCnrIML T LUnn., [W m _nnn nun t nn an.. a.. +a• •• --• ••- -•-+ 1 SHEATHINGTOTnED- STUCCO J OR SIDING BY OTHERS PERIMETERZ CAULK By OTHERS La !DA vDFJZS _ SLIDING GLASS DCOR .rRAME SILL S In AE cE D D SEE NOTES) C-LLK BE TICE I DOCP : LANCE L SHE -THING INS: SLL-T!Crl A,NC-'GP 2 SERE'= Tve 3, VOOD BS OTHERS I 1/•• Mnx 1 r SHIM SPACE I! 1 , 8- MIT, JI EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEPPERED GLASS (TYPJ DOOR HEIGHTEM3ESMCNT d • 1•I/V H!N rj- DOG: VIDTH /I' MA! SHIM SPACE 4NTT-LLATICn —ICrC; 710 31 1000 .6 SCCEV 1- 1/8 MIN. BY OTHERS En3EDMENT )'• C 3, v00d 31 eTA.ERs SLIDING GLASS CGCR rRAnF; C< JAMB I1\ I /AI CSU_ N SHEATHING S- HOCXI - Ip l SLI DIPS. GLASS DOOR HOOK STRIP SHIM AS REO D SEE nOTES) INSTALLATION ANCHOR RB SCREv TEMPERED GLASS CAULK BETVEEN T TP,) DOOR rLANGE L SHE ATM ING SHEATHING PERIMETER BY OTHERS CAULK BY TCHPCRED GLASS — OTHERS STUCCO (TYP.) GR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B SHEATHING BY OTHERS STUCCO OR SIDING By OTHERS HOOK STRIP DETAIL 1- I/8• HIM. EM! EDMENT 11 DOW TUTERI1. ALWIMAn ALLOY LDAS ZT . R INSTALL•T ICT. SCRCvS MUST !E Q TUfrICIE-T LCMGT• TO ACwIEVE IIM C-SCDPCnT or 1-I1 2- INTO VmD TAPCW ITPE INSTALLArIDN AM[HQ(S AT SILL MUST K or tlfFICEEI? LEMGIM TO ACHILvt MIK (41CDT.C/.T Or 1-1/.' InTD nA IDMRT OR CW2ETI 31 I-S 1ALLA I IW AAEMaR CI.ART Cn )ACS Cr NIS SHCEI USC it, IC NlZED ACRYLIC CAVLA v3CT ND DOT rL A.GC AT MEAD L Y !S USE SlucaIZED ¢RTC CULA rOF PCRD(TCA SEAL -O[ D 6TERIDR Or CQDI. Ir CAACT IT= SIZE IS NET LISTED I.. AMCKRR CMART. USE AMCWIT OLUA. TITT LISTED VIN MEAT LARGER SIZE, rQ IK APPROPRIA:r DESIGN PRESSURE RCG 0 n ru POCKY COO), SIZE: USE CLOSEST 11P•SS DOOR SIZE L mfluRAnW :c :u.I:.cD vEAIMG a PLACE II.STALLAIIW A<"S. IA rRWT or 1CM STRIP AS INE.. RI class TnICArE SS wAr vARr RCR Rr OVIRE•C.TS Or All, CON GLASS C`ARIS SI DmP Wli IS VPRa VSIMG TEIIED GLAII N SIMGLC GLAZED OR NlS iDG GLASS T01 JAn1 / SILL CoR.CRI ARE ID !C :CAL_) vlTn A LAALL JOInr SC— SCALC? IN S.IA AS AEG-D •1 CA SEI CI I.%71 AIIW -<Mr-i ruA ALLOvAAC tn1P STACA TO SE 1." I21 ALL InS TALLATICM KHCRS SI 3C nA DC [7 CCOTROSIG. RCSIS rAwT .AI ERIALS 11. vr(Rr •A• RE•gCSE-IS nUVDG P•KL -D '0' RCPIESCnTS rIrED AAMEL ARPRGvED c:, Kl-rA,R.Ttas ARE AS LISTED Ir A.Cwn C—IT Is: CAC. ar `I: S.E-r. EXTERIOR E L E V A T I OI I ALL G NIGW.TIbi LIMED IPCvE ARE RPLT O ISTI LATIE G ALLv-Ra L.rIU tCCrALL •A A' '1•!• L MLIS STRIP :[TAIL APPLY TO InSIALCQ-1I CJ ALL 2 FANEL DOOR S OVN IS, rLOR1 DA CIIRUDERE ;ODD i RIC: SL: pIMC GLASS DDUT :S S.W TnIS PRIMr ALSO V•_:ES TD ZOOO SERIES —D SOD SERIES LI? ERALLT APP_I CA L<:NG LNDER SILL OR SET SILL IN :ED !NS i3l-,Ai1_N SNf-CR 1 . 01 C_NC iE.E 3/i5' JI- TAiCON SECTION > - A FE 12002 REVI DESCRIPTION DATE I INI FLORIDA EXTRUDERS 1NT. INC. SANFnR, FL TITLE SLIDING CLASS DOOR i I !NS TFI—I ATIOIN VI T 1 'O SCREWS i I DRAWN 9Y :? I APFROVED 9Y: ATE. ! 2,:7;,P ISC;LE Tli: IDWC- CONCPETE OR Hir S RE C'N HGr^rYr OPENING IS. r>_iESI FY CAULK a:IV[LN DocP FLANGE L VOO: SUCK CAULK ET VCEN VOOD BUCK t PERIM_IER HAS T OPC NING C -LA-r. 5r BY O7rERi OT HE 1 STUCCO 4 BT Cir 7 ii OcI INSIALLA110N ANCHOR 1 8 SCREW (TYP WHERE - A CONS ARE NOT REO'D.) a LIILI- L. 1.rrl CALLKING UNDER SILL GR SET SELL IN PLO INSTALLATION ANC TOR Cr CONCRETE 3/I6' 01A TAPCON SECT -ION A -A INSIALL•110N ANC -,OR 3/16' DIG TAPCON 1N$i ALLAl1pN ANCHOR XB SCRE'J fit, WHERE GN_ WOOD TAPC::NS a E , PEC'DI PUCK EY OTHERS 1/1' MiN EMBEDMENT SLIDING GLASS DOOR rRAn[ MATE JAMB D , SHIM SPACE SLIDING GLASS DOOR rRAM1_ HEAD TEMPEREDGLASS (TYP.) DOOR HEIGHT y EHEEDHENi 1-11-1/A• MIN I _ . f TEMPERED GLASS T TP.I PERIMETER CAULK BY - OTHERS SG.D WIDTH MAX SHIN SPACE 1 1/A' MIN L"e' DM[NT ONE By WOOD I BUCK BY OTHERS CAULK BE 7vCEN d WOOD BUCK t MAS'Y OPENING BY OTHERS SHIM AS RCO'D T(SEC NO7C SR d INSTALLATION ANCHOR 3/16' DIA. iAPCON Q CAULK BEIvEEN DOOR FLANGE t WOOD BUCK I CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR 3/16' DIA. TAKEN SLIDING GLASS DOOP HOOK STRIP CONCRETE OP / L L MASONP.Y OPENING BY OTHERS CAULK BEIIIEN WOOD BLOCK t HAS Y. OPENING BY OTHERS V HOOK BCI'vEEN G WOOD DUCK 1-1/4' MIN [MEEDMENT 1 11 WOODC - CK Dr OTHERS STUCCO BY OTHERS J 11 L 24AUWBA B.O.A.FRTEMPERED GLASS I TP 1 S E C T I E N B IIJRERIDINGGLASS a kTERLOCK RASTER FELE # S HOOK STRIP DETAIL 11 DOER IIATERI- 1-1- ALLOI 606) 2, 1-PCO. rift INSTALL -TICK. -KMRS MST SC Or SUffI[IEHI LCI.GIN. r0 ACHIEVE MIn EN)CDHENT Or I-1/ IHIO HAID@T CR CCCRETE 3 1 ALTERNATE IAPCON INSTALLA110ANCHORS TRW' TO SACK IN ALL rRAHC Km3CRS LPCOH "COR CHART D. BACK Cr THIS SKCT L USESILICONIIEDACRntCCALtKBEImoCMFLAK[ AI HEAD I -11S. 6, US[" KR1uc C.LLK rR PCRIlCTE IT SEAL ARpP.D EXTERIOR Cr DOOIL 71 IT ErACt D'R SIIC IS -01 LIS7CD INANCANCHORA,CHART. USE ANCHOR DIYArTTITT LISTED VITH NEXT LARGER SIT[. rR 1HC A PRRRI ATC DCSIr+. RCSAIC RE TO b TOR POCKEI DOOR SITES USE CLOSEST ITI.SS DOOR SIIE L COKIra/,AIIW To rIHISKD (RCR11G RACE IAPCONS IN rRomT Cr Nmt STRIP AS SHoVN 1 GLASS THICKKSS mr VAR, PER REOUIREHEHIS Or ASIH EI300 GLASS CNARTS 101 ALL FACTOR APPLIED HaES HOT DCSIC-TED rR -CON .KHd SHELLET I( rILLCO VIl- .I SCRCVt r StrrICICHT LC. Cl. TG PROVIDE HI. $A t• E+ICDHE.T 3.70 "ODD BUCK III DUdi wIT IS .PPROVtD USING IE.MCRCD GLASS IH SIW.LE OL-ISD R IN:m-'I,,G GLASS 121 Y 11 / SILL CORKRS ARC 10 SC SEALED VI1H A SHALL JOINT SE.H SEALER IL SHIN AS RED D AT [• SCI Or IHS'•LL.T16H AKIO" . ALLOVAILE SHIN SICK TO I( 1/- I., ALL IN: TA L•TID. AK1 % NSI !E tiOC Or CORROSID. .E:.slAwl n. TERIALS 5, VHCRC • REPQESEHIS 1OVIWU i-1CL AND 9' RpRC SC HIS FLED Pu[I. AP ROVED CDKI[A.,IO. 1 • AS LISTED OH -C.aR Cwl O. WA O '.IS SNCCR 61 NCI ALL Cn IGRAIIOYS LISTED -ROVE ARC S.OVH 0- 1H11 DRAVIHG. ,OVC VCR IH:TALIAIIDA ExTERIOR ELEVATION SEC110-S •. .3-I' L H A; STRIP DETAIL OPL TO IHSIALL•nO. OF ALL APPROVED 2 PANEL DOOR SHOWN COCIWR•I 16+S 17) 1011, L DC IAl'CD. IH E.CH PAIR Or r CIRI APPLItD IH::ALLAIIC,N HOLES U,IESS 14TED HCRVISC ON A+ C1M [H.Ri SCE SPCA Or IRIS SHEET It, rLCR1DA E., RLDIRS ION SERIES SLIDING GLASS ODOR IS S.CV. [HIS PRINT AL:0 APPLIES TO 2000 SERIES AHD 500 SERIES REVI DESCRIPTION I DATE I INI L P, I D A INT RINC PS SANEOPD FL I I TITLE: SLIDING GLASS DOOR INSTALLATION WITH TAPCONS DRAWN BY -BB I APPROVED BY: A.). In: low. r LTC T APCON ANCHOR. CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD E SILLI QUANTITIES IN EA JAMB QUANTITIES IN EA. HOCK STRIP UP iU 6 PSf TO 61 PSF TO UP TD 46 PSF TO 61 PSF TO UP TO 16 PSf TO 61 PSf i SIZE AND SIZE CONFIGURATION 45 PSF 60 PSF 70 PSF - 45 PS f 60 PSF 70 PSF 45 PSf 60 PSF 70 PSf 4069 xx, OX. x0 49 X 80 3 3 3 a 4 4 3 3 3 4 4 4 506E XX. X, XO 60 X 20 3 3 3 a a 4 3 4 5 6068 xx. Ox. x0 72 x 8o a 4 4 a a 3 5 6069 XX, Ox. xO 96 X Sp 5 5 5 4 4 4 3 4 5 10062 xx Ox XO 120 X 80 6 7( ) a 5 a 5 a 5 4 5 6 5090 xx, OX, XO 60 X 96 3 3 3 5 5 S a 5 6 6080 xx, OX, x0 72 X 96 q q a 5 I 5 I 5 I 4 I6080Xx. Ox, x0 96 x 96 5 5 5 5 5 5 6 6 10080 XX-Ox XO 120 x 56 6 A 7 6 6 6 5 6 7 50100 XX. Ox, x 60 X 120 3 3 3 6 I 6 6 I 6 I 7 I 8 60100 XX' Ox. XO 72 x 120 4 5 a a 6 6 7 (DI) 6 8 9 01 xx x x 96 X 120 S a 3 q 5 9068 OxO 109 1/8 x 80 5 5 6 a 4 11() D2) i 3 5 15068 Ox 191 1/6 x 80 8 1 c) 4 4 4 4 6 6 9060 OxO 12080 x 109 1/6 x 96 145 1/S x 96 5 7 I 5 8 <DI 6 9'S e):' YSa=i 5^ j(DI) 5a 15080 Ox0 1.I°5 ISI I/8 X 96 8 5 5 5 6 6 8 6 10 50100 OX0 169 1/8 X 120 5 5 6.%!n, 6-.. 6 A61''L 8 150 120100 0x I/11 x I20 7 t ) 6 7 43 6 9068 XXX 1065/8X80' 5...,... 6-._... -_ 4 a — 4 5 12068 xxx 142 5/8 X 80 7 7 g (D1) 4 . 4 4' a 43 5 1506A xxX 176 5/8 X 80 8 r -i 5 S a3 5 a 6 6 9080 xx 106 5/ XX 96 5 5 6 12080 xxx 142 5/8 x 96 7 8 (D1) 9 02) I 5 4 6 6 15080 XXX 178 5/8 x 96 8 3) 5 5 90100 xxx 106 /8 x 120 5 6 6 I 6 1 7 6 I 8 I IO p xxx 142 5/8 X 120 7 n in (n- 3 q 5 10068 XXO 119 5/8 x 80 6 6 7 (DI) a 4 a 3 4I 5I12068OXXO1435/8 x 80 7 7 8 (DI) a 4 a 3 5 16068 Oxx0 1S1 5/8 x 80 9 10 (DI) 12 (D3) a b b I d TX= 5/8X b 6 7 (DI) 4 I 6 616000120800Xx01Ia8 (DI) 9 (D2) I I S I Gxx nT) S) 5 5 DI) 6 6 C 100100 I6 I1201000xxF358x1207 93(DG4) D7) i (DI) 6E 10 160100 xx0 1 5/8 x 120 10 <D!> 16 6' 4 1006b xxxx 6 6 e n G 3 4 5 12068 xxxx 4 7 7 8 (DI) 4 5 6068 xxxx 9 (DI) 0 (D2) 12 (Da) 4 I 6 IUUCU AAAA 12080 xxr.x lat !/! x 96 7 e (Du 9 (D2) 5 5 5 I 6 I 6 6080 xxxx 189 1/4 x 96 9 (DI) r% ( °) i'T (Ds) 5 5 7 (DI) 6 8 l0 100100 xxxx 117 It x 120 6 6 6 6 I 7 (DU I 6 I e 10 1_0!00 xxxx I I=1 i/° X 120 17 I S (DD I 0 ^3> 6 I i ('1) g p tiG100 %%XX IeS 1/4 X 12D i0 (D2) 11 (D5) 15 (D7> r E 8/21 t f12 Fc 2 X ANCHOR NOTES n Ir: SOME CASES TAPCONS ARE P.EO'D IN BOTH FACTORY APPLIED INSTALLATION HOLE 'DI' THFU '07 DESIGNATES IN WHICH SIZE L CONFIGUP.EATIONS TWO TAPCONS ARE REDID 2) 'Dl" MEANS, INSTALL TWO TAFCONS IN ONE SET -OF INSTALLATION HOLES 31 'D2' MEANS, INSTALL TVO TAPCONS IN TWO SETS OF INSTALLATION HOLES. a) 'D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES 5) 'D°' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) 'D5' MEANS, INSTALL TWO TAPCONS IN FIVE SETS OF INSTALLATION HOLES. 7) -D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) 'D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD C SILL SHOULD BE PRIORITIZED AS FOLLOWS: A FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD 6 SILL 6: SECONDLY, AT EACH END OF HEAD 8 SILL NEAP. JAMB CORNEP., IF NEEDED. C- LOCATIONS IN HEAD 6 SILL THEP, THAN AS LISTED IN A 6 B 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS' A. FIRST, ADJACENT TO LOCKS iN JAMBS B SECONDLY, AT EACH END OF JAMBS NEAP, HEAD 6 SILL CORNERS C LOCATIONS IN JAMBS OTHER. THAN AS LISTED IN A L B. f I n I n EXTRUDERSRI - r-r INT INC SAW-ORD. FL iP SLiDING C_=SS DOOR TAPCON G,_-SS C.-ART GA. 4 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION #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 / FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 di -za-ae, GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 44 fq. FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24.000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.000 93 67 51 45 43 72.000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 yy CA020036 JAN. 11. 02 01-1201 MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) INSTALLATION ANCHOR TYP.) 48 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET SEE NOTES 2 & u3 D ° MULLION DIIEE NO. G, 1447 ACTUR R NAME: MULLIONi A. _ ... , .J DIE NO. 1447 WIND WJ FRAME HEAD 01A TER FILE # 6 TYP.) SECTION B-B DWG No: GEN-0453 INSTALLATION ANCHOR TYP.) D — SUBSTRATE v D ° 1-7/8' v v D v SECTION A -A NOTES 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. FPA CONCRETE SCREW ANCHOR F SUFFICIENT LTH. T ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE R MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION T SUBSTRATE USING #10 SCREWS F SUFFICIENT LTH. T ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4B B 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP CARROLLTON, TEXAS TITLE' FIN H RIZONAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO.1447 EXTERIOR ELEVATION AREAS _--- DRN' BB APRVD,"ATE 3/17/02 oc WT FT, SCALE NAIL- DVG ND HALF ---- GEN-0453 orn rV oGONYT IECHNOLOG7 CORP. 250 INTERNAIIONµPKVT• NE.11Rtrw. FLORIDA 32746 PlO 407-405-0365 FAX 407-205-0366 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM FIN HORIZ. MULLION MULL SPAN> WOW. 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-OW5 / FAX 407 805-0366 CA.020040 12-Ian-2002 01-1201 Dvv; t1o: J-0450 MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION vCHOR YP. ) S SELF TAPPINGtr SMS (TYP.) MULLIUI'l DIE NO 1448 SECTION A— A MULLION ANCHOR BRACKET 0 v a a 0 SUBSTRATE N(!ULL10N DIE N0. 1448 INSTALLATION ANCHOR TYP.) J p _L v ° SEE NOTESvv # 2 & g3QI SECTION B— B IL:ENTRAl KIOPjDA B. D. Ao Fo MANUFACTURER NAME,,, EXTERIOR ELEVATION q ,5/G iM/N[//`? E yi'GL MUTES: l S'E F,v 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 CARROLLTON.' TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" l DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETA.;_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 ' 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: — — — — ORN: JS APRVD: — — — — DATE: 3/1 ! / L _ Q SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MINI. EMBEDMENT INTO WOOD DING NO: FRAMING wr/FT: _ _ — — scAiE: ::LF b1AT: _ _ — _ GE :-C-: PRCPAPED B7 PROOuCT, TEC„NCL007 CORP. 250 INiERN>:ICNAL PKW7 ICATHROW. FLORIDA 327a2 I+ 107-E05-0365 FAX 407-575- =''- 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 d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 8054)366 CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 A FIN VERTICAL P.W. SIZES WOW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.0030 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11. 02 01-1201 IN I< 1 IESIED IN ACCORDANCE WITH SIR•DARD OtAtOIN7 CODE. CHAPTER 17. TO A POSITIVE AND NEGATIVE 37 5 PSF. 2. DA94 MA.9CRS REPRESENT SVARIOSECTION HEIWiS 3 FOURSECT ION 7' HIOI DOOR 9-0w. e' HIOI DOORS HAVE FIVE SEC IOA. 4 SECTION KICHT OF 20 812. 19.00 116.75 ARE AVAILABLE AND MAY 13E ISED IN CO INA 11 ON 10 ACHIEVE VAR DUS HE IGH; DOORS 5 EA MSIENT PATERN OF 14. 50 X 20 375 9NOw At TERNAfE PAITUNS OF 12 50 X 43.375 AN0 12 50 X 20.375 MAY BE LnFF, 6 TORSION SPRINGS 9471w. EXICSISION SPRINGS AVAILABLE 7 LOSE THIS BRACKET, REF P/N 405964-0002. ON e' HI CH DOORS ONLY. PA e. WINDOW MAY BE IN6TALLED IN THE TOP SECTION OR THE SE SECTION IM. EDIATEIY BELOW iFE TOP SECTION 2• X 6• 11000 I= 2' X4• Wt7CD JA46 OR EOUIVALENT PM 405964- 0001 1/4' TRACK BOLT 5/16 x t 3/4• S' REF LAG SCREW T SCALE: 1 / 9 W£A ORANGE COUNTY BUILDING I 9. THE SIR11 Pt AOEAENT ON Cr-CRS CONSTRLCTEO WITH 5 OR M3RE SECTIONS LA.61 BE rrP CONSISTENT WITH THE DOOR 901w THE SIRITS FOR THE ADDITIONAL INTE 3TER SE[11Ot5ARETOBEPLACEDAS9+OWN ONTHE iH1 RD SECTION FILE EY LY 110. THE STRUT PLAMENT DIMENSION ON ALL SECTIO6 LESS THAW 20.a 12' r 1 REOIG By THE DIFFER[fCE BE IWEFN THE ACiwt SECTION HE 1ON1 f 20 e17'. 11 SCREW P/N F105911-0001 15 A 11ITPE AB HEX HEAD METAL SCREW DIA X 51a' tOlAGNGS e 12 POST TO BE INSIALLED ON. WHEN HION WIND WARNINGS ISSUED 13 STRUT PLACDAD41S CAN VARY 33- 14 QYNt l Ty FOR t OCl(5 CAN BE 0, 1. OR 2 T RAOC I I VIET HINGE 7 0j93 000 III I J II VIEW - D-C)- DSB w6' 2' TRACK 049THK (VERTICAL) I FIXTURE J t/ e SECTION 'C-C" 2• x 6' WOOD JAAg 2• X 4• E3M.6 •p' SCALE: 1/2 LATE CR ECUIVAL ALENT IZCNTAIaCO,fNTERflAL Lm4CE ANCE OPTIMAL SPLICE IN HURTCFRAL IS AT 407605 l.CS •C'• TOP OF T& TR TYP4072PEGS404e2e-0003 D• TYP 2 PLCS IL 405964-0002 107605-0003 f TYP 2 PLCS 404e2e-0003 oP£CHlrc 1E TOR I YAP: CSI TYP 2 PLCS te.s 405964-0002 7 400630-0001 9WI( IYARICSt TYP 3 PLACES eD4M Mai WIALa I,. 407605-0002 TTP2' PLCS _— . D46450-0003 04e21 00 4 - DJ 7YP 2 PLCS5.00 36 00 J E .B. STMDPRD TRACK DETAIL FOR 16' 405771-0oot 404e2e-0003 SCALE- 1/16' 1• SERIES 280 TWU 189 ARE Eouimuw CO STRLCTIOV 25CA STEEL SERIES 180 ARE SAIL£ COSTRL• CTICN AS SERIES 280 ONL Y 24CA STEEL MV ETND CAPS DOOR TESTED WAS 2e1 SERIES. DOCK 10TH CENTER Si ILO END STILE iOl 9 T 11 STRS/SECT. ROLLER YERTICAL iJAA6 LOAD HAiOWAitE GAGE 11 PER FT iRT) 16, 3 SINGLE YES HSI 21 x 7/16• 049• 100 STD. OPTIONAL WINDOW DETAIL SCALE. 3/ 32 400650-0004 TTOP ONLY SPRING ANCHUR BRACKET L DETAIL 'F• SCALE: 1/ 4 16' WIDE1 TER SEE WE 4 RLNI LK 5111E N40e6e0-0004. 5.6 1113PLCS) 407603-0001 19 PLCS)401199-0001 P 2 PLCS w4e2e-0003 1YP 2 PLCS y • c• T L—lw- •C• PM 409327- 0001 16•-0• LAX WIDTH SCALE: t/ te'•1' INTERIOR ELEVATION ve 4r...rw r4Pa WYWrrs [W rA .•• •+ . an r. w a r n arse .S 6 .75. .7'4R^•W`r.' rr .n ias u iW n. ivAnui N/A WIm Iw. w w Wa 41r. o • F• 7--•O6t601-0000 a DESIGN LOAD I 25 r'SF ± tt.ae® TEST LOAD 7•-0• st4oWNl 37.5 PSFVAX I CHIT e•-o• 21 57 ® 12• ® ;;7.> STRUT TOP F I X TLRE HIKE 4iI —1 7/ e• THO. SECTION *A -A* SCALE: 114 IM0, y I 1319eRESS LES LOOR+ te00q• X W10 .. TINOLdDDAV ID FAW 1 0 2 / I D l4o:eR I I I I STRUT I I I DOORSECT ION • 4 0575 rroaR W/ 4-5/16 X 1 SI4• o LAG SCREW 6 04 10 Fes--4.00__ 1 PIN 40932E-0001 PLATE,H&SP 0 0 1 i-F CABLE 1/4•-20 DOOSEC 1 2 7/1a 106 tH(. 2231 O O 070 MIN P/N 401199-0001. TOP FIXTI_RE 0575REEF T 0 0 O O 6 00 L o 0 1-5.00----J PIN 409331-0001 PLATE. FLOOR Po6t^issr SHORING FLOOR PLATE PIN 40932E-)D= POST ASSY, VERTICAL AI TACH TO DOOR WI I 4 SCREWS PIN 605911-0001 2 11/32- 1 1091MIN+4i YY 0 Lo0 PIN 405771-XXXX BOT FIXTUIE FOR 180/280/290/390 SERIES ATTACH TO DOOR WITH 3 SCREWS PIN 605911-0001 2 9/32 070 MIN 000 3 3/16 o 0 f 000 7 /16F PIN 407603-0001, CENTER HINGE STEEL DOORS ATTA04 TO DOOR WITH 4 SCREWS PIN 605911-0001 LATE r 5 156 DIA 9 i 3. 00-.•I .375 DIA PIN 606069-0001 PIN 25 i 1. 25 0 o0 PIN 406679-0001 Lux 25 FLENOTH . DOOR WIDTH - V L 1 7/8 5/ 8 MIN THL( PIN 400650-XXXX, ROLLED HS-X STRUT PART M.MBEit IN IM( STRUT 400650- 0001 030 HS-1 400650- 0004 020 1 HS-0 0 0 0 271F ROW O J 4 5/6• 1— o00 PIN 061601-0000. SLICE LOCI( ASSY 1• f t 3/4' I I r- 4 311-1 1 3/4'---j--• H• O O H O 0/ 3 0MIN Y iO OQ.10E 10E MIN 3 3/16 P/N 405964 ! 046450. BRAO(ET. SCAB P/N .05964-0002. BRACKET. SCAB JOINT 0 0 PART N,AABEt PIN 407605-X10(X. EM. HINCE 405964-0001 RESID fll, STEELCOOLSO46450-ODOJ Nll HAVER r 407WS- 0007 as SCAB BRACKE T DE TA I ( S 07b5- 0004 1.35 407605- 0005 1.W ATTACH TO DOOR WI IN Iso tE RtlC i" r P rrFr,-' :'rf h' C- i^" Pr - C4 4SCREWSP/N 605911-0001 LI fI l L-- P/ N 404828-0003 ROLLER ASSY, TR-1 TR- 1 ROLLER LOAD' 50 LBS. MAX. 137 2. 501 REF o 0 4. 00 p O L 375 DIA 4 HOLES P/ N 406676-0001 SLPPORT n . iiiWan i I aWu w I . may •. IWueurnr 4 s 414Nr. w r w/ae wr r r w 4tt4ms • w r.r44uW 105794- 0001, 2.3 TER STILE SID ON 150 SERIES / PM 406650-0004,5.E -_ NOT- REO'D ON-250 SERIES.- -' --' 6059tt- 0001 OR c •' - 605679- 0001(S'ELF-GRILLING!Lq/ ;'Il• SECTION ' G-G' - STEEL STRUTS _ 416' WIDE DOORSI / • .ir •L;.i''f Ei XRIE? 2so t 160 y. y.r • ' 4 0.NIf 01/1 3/ 9 REST STl PF 16'-' WX. 1 T RIDTH, MINadD wA DAVAVID FAR 02/19/99 .. 409335 r.. 4 W raw' . -4.• — . NQE EACH EZ ID FM 02/19/g9 4nY. 3/ :t . 2 W 2 MIAMI•DADE IVIIAMI-DADS COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING . BUILDING CODE COMPLIANCE OFFICE NE-TRO,DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 N11"I, FLORIDA 33130-1563 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)'375-2901 FAX (305) 375-2903 Premdor Entry Systems CONTIL%CTOR LICENSING SECTION 911 E. Jeferson, P.O. BOX 76 (305) 375-2327 FAX (305) 375.2553 Pi urgh ,KS 66762 Your application for Notice of Acceptance Entergy 6-8 S-W/E Inswing Opaque Sing under Chapter 8 of the Code of Miami -Dad CON'rIL%CToit L:NFOKCFi%li.:N•r DIVISION 305) 375-2966 FAX (305) 375.290S 1'HODUCI' CONTROL DIVISION 305) 375-2902 FAX (305)3 72-6339 ulated Steel Door - 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.: 01-0314.16 EXPIRES: 04/02/2006 Raul Icoorlgucz Chicf Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONIMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review_ Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/05/2001 1\.504500011pc20001\templates\notice acceptance cover page.dot r is `- r Francisco 1. Quintana, R.A. Dircctor Mlanil-Dade County BUIlding Codc Compliance Office k- PRODUCT P6RPORMARCO DRTH HURRICANE CODE W oofl iAEfiHL-EDGE STEEL DOOR in WOOD FRRmE PRODUCT CERTIFICRTIO(1 SHEET LI- E,314,1 to (-D>1)v - INswla) Valid for the following side -hinged door arrangements: UPROUE OUORS - 6,o,, nOMI[IRL HEIGHT: Single Door with Sidelile on Hinge side DOUR STYLES: Flush 11113, BOB 9-panel Single Door with Sidelile on Strike side 3 i` Ell Arch Top 3-panel 10 5-panel Single Door with 2 Sidelites Double Doors r 6-panel New England 4-panel Eyebrow 4-panel u 5-panel with scroll Eyebrow 5-panel 8-panel Eyebrow 5-panel with scroll SIDELITE STYLES: i ®® ®®® ®® ®® 680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series 23L, 24R, 24L Series \ 1 DP' 1t+' IMPRCT —1 MULTI_ME_STL WD 0P ntergy- Entry Systems OW nndnu.q IX"nm 01 WO" Imd Ml MAAn 1Mf1{ygnL do qn And Dpdduct dcUd Aubwa 10 cftV..,Vw noun, Premdor Entry Systems ACCEPTANCE No.: 01-0314.16 APPROVED EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.18 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-EM-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Steel Edge Single Door with Sidelites in a Wood Frames with a Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01115100, 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 be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): 4.2._1 Door: the installation of this unit will not require a hurricane protection system. 4.2.2 Sidelite: the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South on Building Code SFBC) in order to properly evaluate the installa f is s tem Man cl Perez, P.E. Product C r Examiner Prod ontrol Division 2 Y C C Premdor Entry Systems ACCEPTANCE No.: 01-0314.16 APPROVED JUN n 5 ?nni 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, ate no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 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. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Manu Per z, P.E., Product Co ro Examiner Produ ontrol Division 3 4' MAX— 15' MAx O.C. 15' MAX O.C. 15' MAX O.C. A F- 15' MAX O.C. 15' MAX O.C. 6' AX PREMDOR (ENTERGY BRAND) STEEL EDGE SINGLE DOOR WITH SIDELITES IN WOOD FRAME WITH BUMPER THRESHOLD INSWING) 100' MAX 4' MAX 4' MAX 4' MAX 4' MAX 3' MAX 3' MAX- 15 ' 3' MAX 14' 3' MAX MAX I—-1 ` I ,B, MAX 4' MA 22' x MAX 15, MAX 64' DLO 15 __L_ MAMAXMA B 1/16'=WE, 4 G4 IS1.Ax MA ON HINGES[MO Mf- 2DELC660ESERIES T OR HARLOC DCADBOLI DEL 820 1/2' KV MODEL 100 IKSET LOCKSET MODEL OL200 SERIES OR HARLOC LOCKSET I n6' 4 '••. ON HINGGS MA 14' 14' 15' 15' MAX MAX 43 I 16' TOP OF DOOR TO OF LOCK 15- MAx 8. 1 L_ 15 C' MAX 4' MAX 3' MAX 3' MAX 3' MAX 3' MAX NOTES: 4' MAX 4' MAX 4' MAX 'M AX 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 10 A MINIMUM TWO BY WOOD OPENING. L. H. INSVING R.H. INSVING 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 MASONRY WITH OR WITHOUT A NON-STRUCTURAL BY WOOD BUCK. ALL ANCHORING SCREWS TO BE 910 WITH MINIMUM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE MFARE VAIER IID•ILIRAIIDN REOUIREMENI IS NEEDED m VHCRE VAIER IWILIRAIION I REDUIREMENI IS N01 NECDEO Positive N APPRUVLD Y OR 3/ 16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT s UNITS SHALL BE INSTALLED ONLY AT LOCAFIONS PROTECIED BY A CANOPY OR INTO MASONRY. OVERHANG SUCH IRA IHE ANGLE BEIVEEN THE EDGE OF CANOPY OR OVERHANG 4. UNIT MUST BE INSTALLED WITH 'MIAMI-DADE COUNTY TO SILL IS LESS THAN +5 OEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS NON -HABITABLE AREAS VHCRE THE UNIT AND THE AREA ARE DESIGNED IO 5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT VAIER INFILTRATION AND DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES. 6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE JAMBS AND SIDELITES. 1wltuussaltr.ruc ¢L 7. DOOR/ SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE ultam Km Toro sit an rcL% CORNERS ARE COPED AND BUTT JOINED. rNEINrrR 8. DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUST INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF O.B TO 12 MIL. MSYSQ 9. FRAMES SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ 11L N Y VATER-REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 08 TO 1.2 MIL. MIIs aunr 110 x 1 1/2' MINIMUM EMBEDMENT 14) PER HEAD L SILL. (6) PER JAMB ALTERNATE: 3/16' PFH TAPCONS r/1 1/ 2' MINIMUM EMBEDMENT 1/2' x 2' STAPLES SEE NOTE 5) A 80 II/ 16' MAX MAX N8 x 1 3/4' F.H.W.$ 3) PER SIDE FROM JAMB INTO THRESHOLD APr`liti/c0 AS CC:APL'(ING WITH THE OUTH F ORIpA BBUI`ILLOING C EOA E By wnljtlp iSl, PROD TC,061TROLDIVISIONU BUILDING CODE CCAIPLIANCE OFFICE ACCEPTANCE NO.OI - 03ly - I (p I-1020-EM- I ' SHEET I OF* 6 INTERIOR I: SLU I RUN A -A GLAZING DETAIL INSWING SHERVIN VILLIAMS B50A EXTERIOR GRADE LATEX CAULK EXTERIOR INTER1291/2- GLASS BITE PERED GLASS OTHER CONFIGURATIONS APPROVED AS COGPLYIHG'A1TH THE SOUTH FLQRI;; BUILDING CODE oA E JU'' tillnn BY PRODU OTITROL DMSION BUILDING CODE CO6IPLIANCE OFFICE A'rFPTANCE NO0\ -oa lL- .1, lR Pi TU 111 ggroplon "I EDvnr rom 1 P.GG 5(1 CKVS 10 11 lift mm C 1-1020-EM-1 SHEET 2 OF 6 siv6m loo C 11 68 ]/.• MAX MAN- MAX MAX MAX MAX-]' MAX MAX MA 15' MAX MAX IT MAX 0 C. 15• MAX o C. 15' MAX aG 15' MAX ac. 15' MAX OC BO 11/16' MAX 6' MAX ]' MAX MAX MAXMAdt' MAY .' MAX MAX n / \ II II I.• I F-MAI MAY-1 L 0 O y r-. MAX I MA% MAX I5• MA IS' 1 i$• 6• OTHER DOOR CO NFIGURATIONS 100' MAX— MAX .' MAY- MAX MAX-]• MA% MAXjt f MAX MA 15• _ 11. MA% MAX 15• MAX ac. 15' MAX ac. I5• MAX U c. II I r-MAX I MAxJ L O II 15• MA IS MAX MAX OXD 68 3/4' MAX- MAX .' MAX MAX MAX ]• MAX MAX 11s N4;MAI 1L • I 80 MAII6 o A. A r XI rN•x- II JIL MAX M MAX 3. MAX ]" MAX MAX MAX MAX XO 80 II/16' MAX COMPLYING WTH THE Ix am-DNG CODE JU er n ll / 9_4 MAX MAX I5• MAX oc. IS' MAX 0 C. u• MAX o c. 1$" MAX 0 C. IS• MAX 6' MA MAX FRODUgTPNTROLDIVISION () 1 911 E. JEFEERS[II BU4DIN/ r-OE COMPLIANCE OFFICE I PIIISM.. a 66762 ACCEPT : 0.0LLo L .ILo 6• IS' MAY 0p 15' MAX D. C. IS' MAX a1c. I IS• MAX 0 c. 15' MAX D c. X I II/ 16• MAX 31- 1020-EM-I SHEET 5 OF 6 REVISS LEIIER 80 11/16" MAX 1/4' SHIM MAX F- 3/4' INTERIOR 79 5/16' MAX SECTION B-B 2 BY WOOD BUCK 1 1/4" EXTERIOR MATERIALS LIST ITEM NO. DESCRIPTION PART NUMBER COMMENTS 1Q I WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 20 COMPRESSION WEATHERSTRIP M- 5 LOCKSCRECN BRAND LOXSEAL 9650 (BRONZE) Q WOOD STRIKE JAMB EM-12 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT Q ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EOUIVALENT - 1 1/4' x 4 9/16' SO TOP CHANNEL EM-08 1PREMDOR BRAND - 1 II/16' - 20 GA STEEL STEEL SKIN 26 go. (Oil 1D04 -.000) NIX DID0(IIPR 4161(RSI IlFgZl 5 RF O PnLYURETHANE FOAM CORE BASF FOAM - DENSITY 20 TO 25 Ibs./Ft' BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 9O WOOD LOCK BLOCK EM-09 4' X 9 112' MIL. TO BE PINE OR EOUIVALENT ' lO STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 11 HINGE STILE EM-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 12 LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 4'x4- HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) la WOOD HINGE JAMB EM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 15 010-24 x 1/2' F.H.M.S. 4) SCREVS PER HINGE INTO DOOR 16 410 X 2' F.H.W.S. 5) SCREVS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOVN FROM TOP, MAX 18' OC. THEREAFTER 10) SCREVS IHROUGH STRIKE JAMB INTO SIDELITE JAMB. 4' DOVN FROM TOP MAX 8- OC. THEREAFTER 4) SCREVS THROUGH EACH HINGE INIO DOOR JAMB 6) SCREVS THROUGH EACH SDEL IIE JAMB [NIB SIDELITE, 4' DOVN FROM TOP, MAX 15' O.C. THEREAFTER 17 IID ' PFN V/ MOWN I I/M [ NB[ DM[N1 OR 7/ 16' PFH IAP[DI$ V/MININU4 I I/' [MB[D(NT BEREFER TO ELEVATION VIEV, FOR II OF SCREVS USED AND LOCATIONS LB) SIDELITE WOOD STILE EH-28 15/16' X I I1/16' MTL. TO BE PINE OR EQUIVALENT 19 98 x 2' F.H.W S. 2) SCREVS AT EACH STRIKE PLATE 0 LOCKSET KVIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 0 NOT USED ON THIS MODEL WOOD SIDELITE JAMB EM-19 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 22' X 64' SINGLE PANEL GLASS EM-20 AR TEMPERED A TEMPERED GLASS IN POLYPROPYLENE FRAME- OC-1643 - (ODL-2 SS 11/4" Q SIDELITE TRIM (WOOD) EM-21 5(16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EM-22 1/ 9' . I' MTL TO BE PINE OR EOUIVALENT - ITEMS ARE MOLDINGS USE FOR ' SIDE BY SIDE JAMBS' AS MULLIONS WOOD SIDELITE HEAD JAMB EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT WOOD SIDELITE BASE EM-24 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE LITE FRAME DC-1643, ODL-2 HP Polypropylene by ODL 46 X 1 1/2' PAN HEAD SCREWS 18 PER FRAME 1RCxCEEDCiNG T f E 3 IN FROM EACH CORNER AND NO TO 0 PIN NAIL 3/4' LONG NAIL, 4' IN FROM END. MAX 8' CIE. IIIERAFI[R, USED ON I(IALIONS AND TRIM DOW SILICONE #995 LIXIIS: UNLESS NOIR FRAG DEC. AN(l IB JDADE COUNTY MODIFICATIONS I/II/OI JD EXIRUSIon. l6TL[SS NOIR, S18 [GIR. 10L'S A DDED PAGE 5 (DOOR OPTIONS) to-I-99 I RS 0 EDAS Co?_Flr.1.It. TH A9} TH b QnDyLi(iT, 7NTROL DIVISION BUILDING CODE COMPLIA "''E A', CEPTANCE NO.Q - . Y. IN. 1 U—L / -r7- POOOR ENTRY 911 E. JEff[RSON PIl1SBUR6. KS. 66162 31- 1020—EM—I SHEET 3 OF 6 REVISION L[IIER B 2 BY WOOD BUCK 1/4' SHIM MAX 3/4' 79 3/16` INTERIOR MAX 80 11/16" 64" MAX MAX DLO 1 3/4" EXTERIOR PLEASE SEE "GLAZING DETAIL" DRAWING 431-1020—EM—I SHEET 2 OF 6 1 1/4" DOW SILICONE #995 D BADE COUNTY MODIFICATIONS 11/01 JI 2 BY WOOD BUCK 4 9/ 16' t7 R LIMIIs UNLESS Nano, FRAC DEC AN(> EXIRUSIX UNLESS NOIED, SIR 01. 111 A ADD SCRLVS TO LITE (RAML L MATERIAL LIST Dz, e 2-IB-9) R-' L IR. REVISIONS DAIS PARI NAME' NT T T T ( - ) SECTION C-C APPROVED AS COIAPLYING N9TH THE SOUTH FLQWQ TjI,' E BY PROW T C ROL OMSION BUILDING CODECOMPLV-' OFFICE BY MAI1. SCAIE. PREMDOR ENTRY SYSTEMS - -- 31 1020 EM I 911 C. JEFF[RSIDI SHEET 4 O F PIIISM, KS. 66762 6 ACCEPTANCENO[^ L .. I(a REVISION LUICR D OTHER DOOR PANEL r 36" 0I No- M A X Do 79 / 16" 00 0 MAX 1001GO GO BLANK TOP 6-PANEL 4-PANEL 9-PANEL 4- PANEL STYLES 0011 00 ®0® OO DDD 00 Boo 00 DOD ®Mgo 00 000 as 10- PANEL 18-PANEL FLUSH 8-PANEL CROSSBUCK 12-PANEL OTHER SIDELITE STYLES 30" I¢ MAX 79 / 16" M— U U 0 ps SL- 10 SL-20 SL-30 SL-60 SL-50 SL-50B SL-69A SL-69B SL-69C SL-25 DD as o0 00 00 00 00 00 00 00 00 00 00 PD- I PD-2 PD-3 PD-4 PD-5 PD-6 PD-7 PD-B PD-9 PD-10 EE EE H 00 au as as as 4- PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL ' EYEBROW V/SCROLL EYEBROW EYEBROW V/ SCROLL O 0 0 0 SL- 55 SL-30D SL-40 SL-90A SL-90B SL-90C SL-30B SL-30C SL-70 ii ii ii 00 PD- 11 PD-12 I I 1 I, ii t i 111? APD- IIII11 IIII i'i DII\ IIIIlllIIIIIIII:..: IIII .:_. •, I ' 1 , I I I I I I 1 1 PD-29I, I I XIRLISIX IHL(SS NORD, SIR aK IELT EB0 m i m m n 0 DR BY DAK 1/15/01 00 110 0 Boo 000 UU a s0 0PREMDOR ENTRY SY`, 911 E. (ff(RSON PO- 42 PD-43 PD-43A P 43B PHISM. KS 667W PD- 35 PD-36 PD-37 PD-38 PD-39 PO-40 PD-41 D- I SL- B PAKI HK:PRLMDOR DOOR OPTIONS MAI l:I SCJILE: MS 31-1020-EM-I « SHEET 6 OF 6 REVISION L(IIER d TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z1971ABG Address 1 VENETIAN BAY Address 2 LOT 39 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANS11TP1 1 Design Loads Roof: 37 PSF Floor: — Wind: 120MPH ASCE 7-98 SMYTH LUMBER CO. ROOF TRuss DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299.91 53 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Alpine Engineered Products Design Software Y Seal Date. 30-Sep-03 Truss Engineer: William M. Ranieri FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs Std Gable, Strucl. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R-1 R-2 R-3 R-4 R-5 R-6 R-7 R-8 R15 R-16(2PLY) R45 R46 R47 R50 R51 R52 R53 R 54 R55 R56 R57 R58 R58A H1 EJ7 CJ5 CJ3 CJ1 28 Plus Standard Details L Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471 023, Board of Professional Engineers S.VODa03%Zf Y7fABG1x The Truss Engineers seal, when applied, confirms the placement of the truss framing as It relates to the truss designs specific for this structure The truss training is based upon the review of plans, drawings and specifications provided by the building design professional. The building des 'gn professional has final approval of the truss framing and/or truss placement plan. The desiggn of the temporary and permanent bracing, the diaphragm system, shear wails and structurafelements to resist lateral bads from wind and/or seismic activity is the responsibility of the building des Ion professional. Additional approvat by the building William M. Ra nied P E p cFes and dept hsl shall Include, buf not be limited lo, design baFlin9, lengths, profiles, FL L ic. No. 42764 4 1tu, innfig 1 ti I lr rufr FECt9 fe, I, r,T1 tt•I s civil TH L-i IMDFIF I_10 FO(:)F TFU:j I'IVI`11C I I AF0FI- A. FL. IZ70 II_).') ['-I•I - ILL EIIIIII I?QFII I,I I, QI" I1IL_ ,11? of ui!a+rl_,111on — '1L15 k10TE`) tl II r. Ts[ rII n AL -.0IT FTI IT, I+• FrF• in'hn,F'flli Rul Yl• in r. ff`i I ff•P rn Ah11 r+1 Fcw wmm, u1+rf`+n mvii rtfEEfEu E NELIM u!u ur1Rn 11161 errr,4fr IL1LE el lib E1• 1. 111F ,-Iqi IIIT rf 1. -1 ,T 14 IEFEr MIIt14 rnr ePIH rRALIIrI In— C11C.I. I Tn•.•"f5 TV erE CT,,r µTEFErY1T1EI,r u,I" Ft:er111•T tf FHe1EP T rMA,EV AT (1F,Tmer,2 E•r9rf II r,fl,Hnrff'• IF UI. I I V 91 L I'll fY 11Fa fFEP MTKI'I TT FE%EV un I, TE11 u, rear D, 41, 1. in - rat Fair 1-'ETAIL-':-1 11 rEFF I,, M 'I ,rf,,, 1.0111n 1 r• NT flu lLl n, nrru unu u1+ TEWr Va, tF.W. rEftr II,Et,+FETEt, IT,'ltrf• r1T ffr ti1T rru11, FEtIFET, 1) — inrlC,, ,I111111i Inr„fr- 111fr v&LE, F u.r VJ n ,,I rE G1.rLETEt • If0 Er f rEFfr It' VY I E, Tn-`. rfiu_`- F,r Y-IEnunE tr... F-W .-D U sT,. 4L V&i!,' I,+rf i,I NFIIR"IeLL, Frr4Er rrjufr 41 nIU r L11M1 rfUI 1i yr II t1 fnlf rr11;51w IfT,• I,•rf tiro,, M •-i,• 0-1 •T n u 11 `-i, 7H 2' "1 E,•,-• u'TEr onEFso-E 11 HUS26 OR THD26 111 HHUS26-2 OR THD26-2 D. HHUS28-2 OR THD25-2 D- HHUS46 OR TKD46 E1 • HGUS26-2 OR THDH26.2 t!• • HGUS2e-2 OR THDH2e-2 16 - HGUS26-7 OR THDH26.0 4 SUUR210 OR SKH21OUR b • HGUS46 OR THDH46 i,- THA422 OR MSH422 L, • THAC422 OR MSH4221F a. HUC410 OR HD4101F F,. THAN OR HJC26 1C-1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR lLIV/ IAbb - K-1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. 0- 4-3 I T 3X8( B5R) 1- 4-0 120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF. CAT i, EXP B, HIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED VERTICAL DEFLECTION IS 0.36" DUE TO LIVE LOAD AND 0.30" DUE TO DEAD LOAD AT X = 11-6-0. 5X6= 2 X 4 III 3X6(Al ) I- 4-0 I GE 11- 6-0 20- 0-0 1 _ 1, 20-0-0 28- 6-0 fE 40-0-0 Over 2 Supports I R= 1561 U=269 1.1=8" R=1561 U=268 I.1=8" 10- 4-3 0- 4-3 19- 4-0 T ` 1 PLT TYP. 41ave TPI R Design Crit: TPI STD FLBC 6.10 0TY:8 FL 1 R Scale 1875" Ft. WARNIIIG-• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HAIIDLIIIG. SHIPPING. INSTALLING AND w TIC ILL 20.0 P S F BRACIIIGREFERTOHIB-91 DLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE JUST ITUTE. 583 D'ONOFRIO DR.. (HANSUITE 200. MADIS011. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORM I IIG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED t^ 9 tlFl ••. // 4 . T C OIL 7.0 P S F R E F R 3 5 2-- 42776 DATE 1 0 / 0 1 0 3 S MYTHLUMBERCO. ROOF TRUSS DIVISION STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED N o. 4Z704 BC DL 10.0 PSF DRN SLTUSR352 03274436 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO SLT-ENG NMR 2722 SOUTH APOPKA SLVD. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING ANDAPOPKA. BRACING OFTRUSSES. THIS DESIGN COIITORMS WITH APPLICABLE PROV IS1011S OF NOS (NATIONAL DESIGN i STATE OF ;•Q` O BC ILL 0.0 PSF 407-299- 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIAT1011) AND TPI. ALPIIIE C01111ECTORS ARE MADE OF 20GA ASTM A65J GR4 GALV. P;•I FAx 407- 2999153 STEEL. EXCEPT AS NOTED APPLY CONNECTORS 70 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER OR,,•' t1 j'••""•• S-•• NAf`EN TOT. LD. 37.0 PSF SEON- 39044 R F DRAWINGS 150A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHDWIITHESUITABILITYANDUSEOFTHISDU . A C . 1.25 FROM S F C[RTIFICATE OF AUTIIORIZAl10N N921U COMPOIIENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITI OF THE BUILDING DESIGNER, PER OcL O1 '03 ANSI/TPII-1995 SECTION 2 SPACING 24.0" JREF- 1S6N352 Z11 L19/lAUG - K- THIS DWG PREPARED FROM COMPUTER INPUT F1OAnS A OIMFNSIONSI SIIRMITTFn RV TDIICC MCD TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED VERTICAL DEFLECTION IS 0.37" DUE TO LIVE LOAD AND 0.30" DUE TO DEAD LOAD AT X + 11-6-0. 0-4-3 1 T 3X8(B5R) 1-4-0 H 120 MPH WIND, 14.07 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 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. 5 X 6 =— 5X6= V A III LX4 III 3X6(Al ) 1-4.0 2-0-0 I_ 19 0 0 _I_ ,I_ 19-0-0 11-6-0 T 28-6-0 E 40-0-0 Over 2 Supports IR-1561 U-481 W=8" R-1561 U-481 W-8" 9-10-3 0-4-3 L 9-4-0 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R Scale 1875" Ft. YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRAC IIIG. REFER TO HIB-91 (HAIIDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I LIST I TOTE. 553 D'ONOFRIO OR.. SUITE 200. MADI SON, YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED jiF'(( T C T C L L D L 20.0 7.0 P S F P F R E F R 3 5 2-- 42777 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t'G • S DATE 1 D / D 1 D 3 DRW SLTUSR352 03274461ROOFTRUSSDIVISIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED S No. 42704 BC DL 10.0 PSF 2722 SOIfTH APOPKA DROOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 71 SLT-ENG WMR 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 NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST STATE OF ;jZ BC LL 0.0 PSF 407.299-1 522 AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAO GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ti•Q 1VVVA•.• O TOT. FAX: 407.2939153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER q10 VVV i Y L D . 3 7.0 P S F S E 0 N 39046 PROFESSIONAL ENGINEERING DRAWINGS 160 A•Z. THE SEAL O11 T,IS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AHE u•~~•• S IVIbL t1 OUR. F A C 1.25 FROM SF CERTIFICATE OF AUTHORIUTION N9219 RESPONSIBILITY SOLELY FOR TRUSS CIMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Octt 01 ' ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S6N352_Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR LiV/IAOU - K-J TOP CHORD 2x4 SP =2 120 MPH WIND, 13.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 14ITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, HIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD 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. CALCULATED VERTICAL DEFLECTION IS 0.37" DUE TO LIVE LOAD AND 0.31" DUE TO DEAD LOAD AT X = 11-6-0. 0-4-3 I T 5X8= 5X6= ZX4 III " 3X10(F1) = 2X4III 3X6(A1) 1-4-0 z = 17-0-0 6-0-0 17-0-0 11-6-0 28-6-0 40-0-0 Over 2 Supports R=1561 U=483 1-1-8" 1-4-0 y R=1561 U=483 1-1=8" 8-10-3 0-4-3 9-4-0 T TI PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R Scale 1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLIIIG, SHIPPING. INSTALLING At BRACING REFER TO H1"91 (HANDLIIIG IIISTALLIIIG AIID BRACING). PUBLISHED BY TPI (TRUSS PLATE I LIST ITUTE. 583 O'ONOFR IO DR., SUITE 200. HAOISON. WI 57719). FOR SAFETY PRACTICES PRIOR TO PERFORXING THESE FUNCTI0115. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG 10 CEILING. IMPORTANTj-• FURIIISH A COPY OF THIS DESIGII TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC SHALL NOT BE RESPONSIBLE FOP, ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO v` P•,.......... PSIF1 '•• V .•. 7+ . ' 2 N0. 4.1704 y 1 1 7C 7 7 T C T C BC L L D L DL 20.0 7. 10.0 0 P S F P S F PSF R E F R 3 5 2-- 42778 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 1 D/ D 1/ D 3 DRW SLTUSR352 03274462 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299-1522 Fex: 407-299-9I53 BUILD THE TRUSSES IN CON ORXAIICE WITH TPI. OR FABRICATING. HAIIDLIIIG. SHIPPING.INSTALLING AND BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF LIDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAII FOREST AND PAPER ASSOCIATION) AIID TPI ALPINE COIINECTORS ARE XAOE OF 20GA ASTM A653 GRAD GALV. STEEL. E%CEPT AS NOTED. APPLY CONIIEC70R5 TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION C01114ECTORS PER STATE OF ;•Q` QA••OR,OP e iC.•`•., iiiYYYY- BC TOT. LL LD. 0.0 37.0 PSF PSF SLT-ENG /WMR SEON- 39048 OUR. FAC. 1 .25 FROM SFPROFESSIONAL. ENGINEERING DRAWINGS 160 AI THE SEAL ON THIS DRAWIIIG IIIDICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPON EIIT DESIGII SHOWN THE SUITABILITY AND USE OF THIS Ns CERTIFICATE OF AUTHORIZA IION M9219 COMPONENT FOR ANY PARTICULAR BUILDIIIG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANS17TPI 1-1995 SECTION 2. Oct O1 '03 SPACING 24.0" JREF- 1S6N352 Z11 IVIIAbb - K-4 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 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. 3X8(B5R) 1-4-0 rr 5X8= 120 MPH WIND, 13.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 1I, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0.19" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4III 6X8= sxb 5X6% 5X6 6r— 6 A) A) 3X6= 5X6= 2-8-0 2.95 I 2X4III 1 +9-4-0 1nx1n- ax1n- 5X6= 2 X 4 III 3X6(Al ) _ 1-4-0 y L 15-0-0 _I, 10-0-0 _I, 15-0-0 I r U--6-0 T 28-6-0 fE 40-0-0 Over 2 Supports R-1561 U-486 W-8" R-1561 U-485 W-8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 1875" 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 T C L L 20.0 P S F R E F R 3 5 2-- 42779 INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. U1ILESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED pptIFI(••• 1S T C D L 7.0 P S F DATE 1 0 / 0 1 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4TJ- F DRW SLTUSR352 03274463_ ROOFTRuSSDIvISION IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE IIISTALLAT ION CONTRACTOR. ALPINE ENGINEERED f NO. 42704 BC DL 10.0 PSFPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYIATI011 FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND STATE BC LL 0.0 PSF SLT-ENGAPOPKA. FL 32703 407.299.1522 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECCONNECTICATORSIARE PMADE SOF020GATHE AND PAPER TPI. j't OF pp.. ti• fa WMR SEON- 39050FAX: 407-299-9153 AST MMA653AGRAORESTGALY. STEEL. EXCEPT AS NOTED. APPLYALPINECONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PE0.A/••.....•c 0 R10r S OIYA1.` TOT.LD. 37.0 PSF D U R F A C 1.25 FROM S FPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPONSIBIL ITV SOLELY FOR THE 7RU75 GGMPDRENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS CERT1F1LATE OF AUTHORIZA1ION#9218 COMPONENTANYNSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Oct 01 '03 SPACING 24.D" JREF- 1S6N352_Z11 Lly/lAU6 - K-5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMFNSInNSI SIIRMITTFD RY TRIISS MFR TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 T1 2x4 SP #1 Dense: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3X10(F1) I-4-0 120 MPH WIND, 12.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP 8, HIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8= 2X4111 2.5X4= 2X4III 5X8= 2X4 ill 13-0-0 1 14-0-0 13-0-0 11-6-0 28-6-0 E 40-0-0 Over 2 Supports R=1561 U-488 W-8" 3X6(A1) R=1561 U=488 1.1=8" 9-4-0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale=.1875" Ft. WARNING'* TRUSSES AEOUIRE EXTREME CARE III FABRICATION. HANDLIIIG. SHIPPi G. INSTALLING AND M RA _ T C L L 20.0 P S F R E F R 3 5 2-- 4278 0BRACIIIG. REFER TO HIB -91 (HANDLIIIG INSTALLING AIID BRACING). PUBLISHED BY TPI (TRUSS PLATE jIIISTITUTE. 5B3 O'0110FRIO DR . SUITE 200. MANS ON. W1 53719). FOR SAFETY PRACTICES PRIOR TO sI p(Z IS( •••'•. // PERFORMING THESE FUNCTIONS. U14LESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED i' 4(i- "'4.••jA T C D L 7.0 P S F DATE 1 0 / 0 1 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILIIIG. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE IIISTALLATION CONTRACTOR. ALPINE ENGINEERED •+ t iu0. 42%04ROOFTRUSSDIVISION * : * : * BC DL 10. 0 PSF DRW SLTUSR352 03274,137 PRODUCTS. INC SHALL IIOi BE AE SPOIISIBLE FOR ANY DEYIAT1011 FA OH THIS DESIGII, ANY FAILURE TO 2722 SOUTH APOPKA BLVD BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABR ICAT I IIG. HANDLIIIG. SHIPPING. 114STALLING AND I APOPKA. FL 32703 BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF ;• BC ILL 0.0 PSF SLT-ENG /WMR 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AMERICA11 FOREST AND PAPER ASSOCIATION) AND TPI ALPIIIE O S, INS p.;•(41 CONII ECTORS ARE MADE OF 20GA ASiM A653 GR40 GAL Y. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO O R,.•• FAX: 407-299.9153 EACH FACE OF TRUSS. AIID UNLESS OTHERWISE LOCATED 011 THIS DESIGII. POSIT1014 CONNECTORS PER ••//•'•.•u•».... - pTOT. LD. 37.0 PSF SEON- 39052 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •A///, OUR . F A C . 1.25 FROM SF RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHESUITABILITYANDUSEOFTHISCERTIFICATEOF AUTHORIZATION N9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER - AIISI/TPI 1.1995 SECTION 2. Oc. 01 '03 SPACING 24.0" JREF- 1S6N352 Z11 L19/lAbb - K-b THIS OWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W9 2x4 SP #2: 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. CALCULATED VERTICAL DEFLECTION IS 0.59" DUE TO LIVE LOAD AND 0.49" DUE TO DEAD LOAD AT X - 19-9-0. 3X10(F1) 120 MPH WIND, 12.07 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, 14IND BCDL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.29" DUE TO LIVE LOAD AND 0.24" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X 6= 1OX10(R) III 3X8= 6X6= 5X6= J 2.5X4 2.5X4 6 A4: 6 5X10— 2X4111 7X10 2.95 2-8-0 Ef XX= 9Y 9- 4-024 I2X 4 III 5X1A III 3X6(A1) 1- 4-0 1-4-0 11-0-0 18-0-0 _I, 11-0-0 I 11-6-0 T 28-6-0 0-0-0 Over 2 Support R-1561 U- 490 W-8" R-1561 U-490 W-8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANOLIIIG 111STALLIIIG AIID BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D' OIIOFR IO OR .. SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UIILESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Q _ 1•Q,_ IF((++••'•. Y).•. 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-- 42781 DATE 1 0 0 1 0 3 S MYTH LUMBERCO. STRUCTURAL PAIIELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IN'. ROOF TRUSS DIVISIONIMPORTANT •' FURNISH A COPY OF THIS OE SI GII TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0. 42704 gC DL 1D. D PSF DRW SLTUSR352 03274438 PRODUCTS. INC SHALLNOTBERESPONSIBLEFORANYDEVIATIONFROMTHISDESIGN; ANY FAILURE TO 1 7 71{ 2722SOUTH APOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TP1. OR FABRICATING. HANDLING. SHIPPING, INSTALLING ANDi APOPKA, FL 32703BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF ;.Q` BC LL D.D PSF SLT-ENG WMR 407-299 1 522 SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AIID TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD STEEL. 5•Il p. f j O FAx: 407-2999 1 53 GALY. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER R,•' TOT L D . 3 7.0 P S F S E 0 N 39054 DUR FAC 1. 25 FROM SF PROFESSIONAL DRAWINGS 110A- 2. THE SEAL ON T,IJIS,DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S/pryAlE ' ENGINEERING RESPONSIBILITY SOLELYFOR`*THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFlGTE OF AUTHORIZATION 09210 COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER D A 01 '03 I 99 PARTICULAR SPACING 24.0" JREF- 156N352_Z11 Lly/IAtJU - K-/ THIS DWG PRFPARFn FRnN rnHPIITFR TNPIIT fI Anne A nimrNCInNcI ---rn DV TD11— mrc TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :B2 2x6 SP #1 Dense: WEBS 2x4 SP '-3 :W11 2x4 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X10(F1) 1-4-0 120 MPH WIND, 11.57 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 0.39" DUE TO LIVE LOAD AND 0.32" DUE TO DEAD LOAD. CALCULATED VERTICAL DEFLECTION IS 0.95" DUE TO LIVE LOAD AND 0.78" DUE TO DEAD LOAD AT X = 19-9-0. 5X10= 3X4= 2.5X4= 5X6= 3X10= 5X10= L L 4 III bXb= 13Ab=- 9-0-0 22-0-0 9-0-0 11-6-0 14-7-12 13-10-4 E 40-0-0 Over 2 Supports R=1561 U=493 1•1=8" 3X6(Al ) 1-4-0 R=1561 U=493 W=8" 9-4-0 PLT TYP. High Strength, I•lave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HAIIDLING. SHIPPING. 114SIALLIIIG AND M— TICBRACING. REFER TO HIB-91 (HAIIDL IIIG INSTALLIIG AIID BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 O'ONO FR IO DR.. SUITE 200. MADISD11. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC i1011S UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY P ••,,,,;, S : w•F r •,• F „Y.'•,(' ITC L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 42782 S M YTH LUMBER CO. DATE 1 0 / 0 1 0 3 ROOF TRUSS DIVISION ATTACHED RIGID CEILING IMPORTANT•' FURIIISH A COPE OF THIS DESIGII TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED oM t No.42704 BC DL 10.0 PSF DRl'! SLTUSR352 2722 SOUTH APOPKA BLVD. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. AIIY FAILURE TO 1 03274439 APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGII SPECCONNC D20GATHE 7 STATE OF BC LL 0.0 PSF SLT-ENG WMR 407-299.1522 ASTHMA653AGR40RCALVAII STEEL. EXCEPTI ASIASSOCIATION)ANDTPI. C TORSICATI AREPMADESOF APPLYALPINECONNECTORS TO O•"--4%OR,.'•v TOT.LD. FAX. 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 014 THIS DESIGN. POSITIOU CONNECTORS PER 37.0 PSF SEON- 39057 OUR FAC 1 25 FROM SFPROFESSIONALENGINEERING DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INOICATES ACCEPTAIICE OF PROFESSIOIIAL ENGINEERING RESPONSjai LITY FOR s ONAt. CCRTIFICATE OF AUTIIORRATION M9218 SOLELY THE TRUSS COMPONENT DESIGII SHOWN THE SUITABILITY AIID USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER QCL 01 '03 SPACING 24.0' JREF- 1S6N352 Z11 ANSI/TPI 1-1995 SECTION 2. IV/ IADL) - K-d THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #2: BOT CHORD 2x6 SP #2 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. 6 X 6 III 5 X 6 =— 8X8= 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 6X6= 6 r— T2 A) T3 A) 6 2.5X4111 7X6= 4X6(A1) 5X4= 5X4 (R) III 7 X 6 =— 2.5X4III 4X6(Al ) 4y0E ,I 1.4-0 22-4-0 1— 7-0-0 _ L 26-0-0 I 7-0-0 I eE 40-0-0 Over 3 Supports R-1365 U-657 W-8" R-3898 U-1753 W=8" R-904 U=450 41-8" 9-4-0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 1875" Ft. WARNING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AHD BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR10 DR., SUITE 200, MADI SON. YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED j IF[ '•. V 9.•. t` 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 - - 42783 DATE 1 0 0 1 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03274440 ROOFTRUSSDIVISIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 I1 BC DL 10.0 PSF PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO yE SLT- ENG WMR 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 NOS (NATIONAL DESIGN STATE OF BC ILL 0.0 PSF 407. 299-1 522 SPECIFICATION PUBLISHED BY THE AMER'CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S,Q p ft I SEON- 39042 FAX: 407-2999153 CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GAL,. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION 0RIQ,.• TOT.LD. 37.0 PSF CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON TIJIS DRAPING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s/OHAf`E ' PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELYFORWHETRUSSCENPONEHTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS OUR FAC . 1.25 FROM RH CERTIFIGTE OF AUTHORIZATION #92 18 ANPARTICCTIONULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct 01 ANSI/TPIT1FOR SE SPACING SEE ABOVE JREF- 1S6N352 Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR. Lly/lAUb - K15 • TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :82 2x4 SP #1 Dense: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 V 2.5X4(A1) l-4-0 I_ 9-0-0 12-7-0 R=861 U=298 1.1=8" 120 MPH WIND. 11.56 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 TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.08" DUE TO LIVE LOAD AND 0.071, DUE TO DEAD LOAD AT X = 12-5-4. 4X8= 2X4111 3X8= 2X4III 20-8-0 Over 2 Supports 8-1-0 2-2-3 12 0-0 R=750 U=252 1.1=4" 9-4-0 1. 4-10-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 3125" Ft WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND wM T C L L 20.0 P S FBRACINGREFERTOHIB-91 (HANDL IIIG INSTALLING AIID BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'OIIOFRIO DR SUITE 200. NADIS011, NI 53719). FOR SAFETY PRACTICES PRIOR TO P ERFORM IIIG THESE FUIICT IONS. UIILESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED A P'(IFI •'•'•. 7 3.'•(r %`•; T C OIL 7.0 P S F R E F R 3 5 2-- 42784 DATE 1 0 0 1 0 3SMYTHLUMBERCO. RooFTRUSSDIVISION STRUCTURAL PANELS. BOIIOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1111S IOIMPORTANT-- FURNISH A COPY OF IUIS DESIGN TO 111E INSTALLATION CONTRACTOR. ALPRIE ENGINEERED N0.42704 S BC DL 10.0 PSF DR4! SLiUSR352 03274441PRODUCTS. INC. SHALL IIOi BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO SLT-ENG WMR 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS STATE OF' ft BC ILL 0.0 PSFAPOPKA. FL 32703 NATIONAL DESIGN SPECIFICATI011 PUBLISHED THE FOREST O •, SEON- 24207 407-299-1522 BY ANER ICAII .AND PAPER ASSOCIAi1011) AIIG TPI ALPINE C OIIIIE CT ORS ARE MADE OF 20GA ASIM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONIIEC TORS TO P,• ( TOT. LD. 37.0 PSFFAX: 407-299-9153 EACH FACE OF TRUSS. AND UIILESS OTHERWISE LOCATED ON THIS DESIGII. POSITION COINJECTORS PER R, SinIA1. 11 OUR. FAC. 1.25 FROM DRAWINGS160A-Z. THE SEAL ON THIS DRANIIIG IIIDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESI GlI SHOHII THE SUITRB IL ITY AND USE OF THIS SLC CERTIrICATE Or AUTIIORILITION #921a COMPONENT FOR AIIY PARTICULAR BUILOI IIG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER oct O1 '03 ANSI/ TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S6N352_Z11 41V/1Abb - K-1b(ZFLY THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2 2x6 SP #2: BOT CHORD 2x6 SP #2 :B2 2x4 SP #2: WEBS 2x4 SP #3 :W5 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.-1.25 / PLATE OUR.FAC.-1.25) TC From 54 PLF at -1.46 to 54 PLF at 7.00 TC From 113 PLF at 7.00 to 113 PLF at 12.58 TC From 54 PLF at 12.58 to 54 PLF at 20.67 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.00 BC From 44 PLF at 7.00 to 44 PLF at 12.58 BC From 20 PLF at 12.58 to 20 PLF at 20.67 BC 446 LB Conc. Load at 7.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 6X8= 2 Complete Trusses Required NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EOUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 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 VERTICAL DEFLECTION IS 0.29" DUE TO LIVE LOAD AND 0.24" DUE TO DEAD LOAD AT X - 12-5-4. 4X6= 4X6= 2X4III 2X4 (A1) _ ` AY "' L'-4-1 IE 7-0-0 ,I_ 13-8-0 31ff12-7-0 T 8-1-0 Le 20-8-0 Over 2 Supports R-1407 U-603 W-8" R-1112 U=615 W-4" T 1-2-3 12-0-0 k 9-4-0 3-10-3 PLT TYP. 20 Gauge HS,Wave TPI R Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R Scale=.3125" Ft. WARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 42785BRACINGREFERTOHIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBl O'ONOFRIO DR.. SUITE 200. NADISON, MI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTI014S. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED pSC4'•. 0 TC D L 7.0 P S F DATE 1 0 / 0 1 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f N0 42%O4 DRW SLTUSR352 03274442ROOFTRUSSDIVISION IMPORTANT" FURII ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IIIC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO y: 'y 77 7t BC DL 1D. D PSF 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND STATE OF BC LL Q. Q PSF SLT-ENG WMRAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGII CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ti f 407.299.1522 SPECIFICATION PUBLISHED BY THE AM ERICA II FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE tORIlDt' CONNECTORS ARE MADE OF 2OGA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO r• TOT. LD. 37.0 PSF SEQN- 26974FAX: 407.299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON TIIJIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S NA.E PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FORISHE TRUSS C&PONENT DESIGII SHOWN. THE SUITABILITY AND USE OF THIS t • DUR. FAC. 1 .25 FROM SLC CERTIFICATE OF AUTHORIZATION #9218 OR ANSECTIONPART C BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Dct 01 '032LARANSI/TPIIT1F SPACING SEE ABOVE JREF- 1S6N352_Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMEIISIONSI SUBMITTFD BY TRUSS MFR tL19/lAtlG - K4S) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 B3 2x4 SP #1 Dense: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 0-4-3 I T 120 MPH WIND. 13.07 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 VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD AT X = 11-6-0. 4X6= 2X4III 3X4= 1-a-o 14-11-15 10-9-1 11-6-0 14-3-0 fE 25-9-0 Over 2 Supports R=1048 U=310 1•1=8" 7-10-3 0-3-8 If I _4_9-4-0 4 A U kn/ NI R-921 U=302 W=3" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale WARM NG'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AIID BRACING REFER TO HIB-91 (HAIIDLIIIG IIISTALLIIIG A11D BRACIIIG). PUBLISHED BY TPI (TRUSS PLATE INST I TOTE. 583 O'ONOFRIO DR . SUITE 200. MADISON. HI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORHIIIG THESE FUIICT IONS. UNLESS OTHERWISE IHOICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY AT7ACIT RIGID CEIL111G. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IIIC. SHALL NOT BE RESPONSIBLE FOR AN'i DEVIATION FROM THIS DESIGN: ANY FAILURE TO LQIIFIc // Gv '•• i No. Al 704 T C T C BC L L D L DL 20.0 7 10.0 0 P S F P S F PSF R E F R 3 5 2 - - 42786 S MYTH LUMBER CO. ROOFTRUSS DIVISION DATE 1 0 / O 1 / 0 3 DRW SLIUSR352 032744,13 2722 SOUTH APOPKA BLVD APOPKA. FL 32703 407- 299-1522 FAX 407-299-9153 BUILD THE TRUSSES I11 CONFORMANCE WITH TPI. OR FABRICATING. HAIIDLIIIG. SHIPPING. IIISTALLIIIG AND BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF LIDS (NATIONAL DESIGII SPECIFICATION PUBLISHED BY THE ANERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COIIUECTORS ARE MADE OF 20GA ASTM A653 GR40 CALM. STEEL. EXCEPT AS 110TED APPLY CON ECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 011 THIS DESIGII. POSITION CONIIECTORS PER STATE OF ;' s t, QA %40t', R1OP ? v Cy'..A V BC TOT. LL LD. D. D 37. 0 PSF PSF SLT- ENG l•!MR SEON- 39059 DUR FAC . 1.25 FROM SF PROFESSIONALENGINEERINGCERTIFICATEOFAUTIION1U110N# 9216 DRAWIIIGS 160 A-Z. THE SEAL ON THIS DRAXIIIG IIIDICATES ACCEPTANCE OF PROFESSIONAL EIIGIIIEERIUG AESPOII SIB LITY SOLELY FOR THE TRUSS COMPONEiIT DESIGII SHOWII. THE SUITABILITY AND USE OF THIS COS1/ TPIIITIFOR 199517SECTPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Y • Oct 01 '03 SPACING 24 0" JREF- 1S6N352 Z11 Lly/lAbb - K4b THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B3 2x4 SP #1 Dense: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 1 T 120 MPH WIND, 13.36 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 VERTICAL DEFLECTION IS 0.12" DUE TO LIVE LOAD AND 0.10" DUE TO DEAD LOAD AT X — 20-4-8. 5X4= JAO= LA4 III LA4 III 3X4(A1) = 5X4= 1.4-0 IX4= 0-3-8 T +9-4-0 I, 12-7-0 16-2-0 ' r 13-2-0 _ 1_ 9-7-0 3If 25-9-0 Over 2 Supports R-1048 U-341 W-8" R-921 U-264 W-3" 8-5-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 OTY:3 FL 1 R Scale 25" Ft. YARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M T C L L 20.0 P S F R E F R 3 5 2-- 42787 IIISTITUTE. SB3 D'ONOFRIO OR., SUITE 200. MADI SON. WI 57719). F00. SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 7/j_- SIFI(••'•,. V 9).. t T C D L 7.0 P S F DATE 1 O / 0 1 / D 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G •; DRW SLTUSR352 03274444ROOFTRUSSDIVISION IMPORTANTFURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j No.42704 BC DL 10.0 PSF PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 lA71 2722SOIfTTiAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BC LL PSF APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF IQ D. D SLT ENG WMR 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE p.f ` S E O N 39061 CONNECTORSAREMADEOF20GAASTMA653GR40GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO VVVV •. 0 R1// T 0 T . L D . 37.0 P S F FAx: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS I60 A-Z. THE SEAL ON THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s/ONA EN PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFOR41HETRUSSCLMPONENTDESIG14SHOWN. THE SUITABILITY AND USE OF THIS D U R F A C . 1.25 FROM S F CERTIFICATE OF AuTHORILAT1ON#921B PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct 01 ANSIONENT1F/995NSECTION SPACING 24.0" JREF- 1S6N352_Z11 L1Y11Abb - K4/ THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP 72 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED VERTICAL DEFLECTION IS 0.05" DUE TO LIVE LOAD AND 0.04" DUE TO DEAD LOAD AT X — 12-5-4. 0-4-3 2X4(A1) L_1 n -o_j 120 MPH WIND, 13.36 FT MEAN HGT, ASCE 7-98. CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 5X4= I, 16-2-0 I 4-6-0 12-7-0 T 8-1-0 fE 20-8-0 Over 2 Supports R=858 U-440 W=8" L--I-5-0j R=834 U=471 W-4" 12-0-0 d' 9-4-0 3 6-'8-5-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY:5 FL 1 R - Scale=.3125" Ft. WARN ING'- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING Allp M T C L L 20.0 P S F R E F R 3 5 2-- 4278 8BRACIIIG. REFER TO HIB-91 (HANDLING IIISTALLIIIG ANO BRACIIIG). PUBLISHED BY TPI (TRUSS PLATE ``P 1 NSIIiUT E. SBl O'OIIOFR IO DR., SUITE 200. MADISON, NI 5J719). FOA SAFETY PRACTICES PRIOR TO S FI•.• /w P ER FORM IIIG THESE FUNCTI0115. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED '. „4.. ' T C D L 7.0 P S F DATE 1 0 / O 1 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING IMPORTANT-' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED i 0. 4%D4ROOFTRUSSDIVISIONPRODUCTS. III, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO 3* :y BC DL 10.0 PSF DRW SLTUSR352 03274445 2722 SOUTH APOPKA El LVD. BUILD THE TRUSSES IN CON OR MANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPIIIG, INSTALLING ANO 7 APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t: STATE OF BC LL 0.0 PSF SLT-ENG /WMR 407-299-1522 SPEC, ONNEC TOR SIAREPMBDESOFD20GATHEAST HMA653AGR a0R GAL AILS TEEL ER EXCEPTIASINOTE D IO TAPPLYALPHIE CCONNECTORS TO ••'OR Op`•TOT.LD. 37.0 PSF SEON- 38354FAx407-299-9153 EACH FACE OF TRUSS. AIID UNLESS OTHERWISE LOCATED 011 THIS DESIGN. POSITION CONNECTORS PER •f//~/"••••"t PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z THE SEAL ON THIS DR AW IIIG INpICATES ACCEPTAIICE OF PROFESS I OVAL ENGINEERING Al, DUR. FAC. 1.25 FROM SLCRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGIISHOWN. THE SUI TABIL I Tf AND USE OF THIS CCRTIFICATE OF AUTIIORIZATION 09210 COMPONENTFORFOR A NSECTION RTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGIIER. PER Oct 01 '03 SPACING 24.0" JREF- 1S6N352 Z11 L1`1/1AbU - K5U THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. Lc1-4-OY ir 10-11-8 Over 2 Support R-505 U-240 W-8" 120 MPH WIND, 11.97 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. 2X4 III R-369 U-238 W=3" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.1 WARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HAIIDLING, SHIPPING, INSTALLING AND BRACING. REFER TOHIB-91 (HA IIDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO OR.. SUITE 2CO. MADI SOIL, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORM IIIG THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP 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 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. MANDL IIIG. SHIPPING, INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT I DUAL DESIGN 407-299.1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407.299.91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR4O GAL STEELSTEEL, EXCEPT AS NOTE 0. APPLY C011NECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSI TI011 CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FORdTHE TRUSS' C934PONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERnncATE OF AUTHORIZATION 99218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 0-3-8 9-4-0 i No.42704 STATE OF 5 % ORVA'.111 s oNA Oct 01 '03 FL_/-/1/-/-/R/- TC ILL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.375"/Ft. REF R352-- 42789 DATE 10/01/03 D R W SLTUSR352 03274446 SLT-ENG WMR SEON- 39071 FROM SF JREF- 1S6N352 Z11 THIS DWG PREPARED FROM COMPUTER IIIPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR L17/1AD0 - K71) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP F1 Dense WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. T 1-8-11 i 120 MPH WIND. 11.97 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. 2X4 III 2X4 III 5X4- L<1-4-0>J 10-10-8 Over 2 Supports R=494 U=199 W=7" R=379 U=276 W=3" 0-3-8 F + 8-0-0 PLT TYP. I•lave TPI 95 R Design Crit: TPI STD FLBC 6.10 wummm, 0TY:1 FL 1 R Scale 375" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AN BRACING. REFER TO HIB-91 (HANDLING IIISTALL111G A11D BRACTTlG). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D' U; IOFRID DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUIICTIOUS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING R'(IFI • j.'; 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-- 42790 S MYTH LUMBER CO. DATE 1 D 0 1 0 3 f200FTRU55DIVISION IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC SHALL NOT BE RESPONSIBLE FOP ANY DEVIATION FPOF1 THIS DESIGN: ANY FAILURE TO 2 N0. 4Z%04 1 BC DL 10.0 PSF DRII SLIUSR352 03274447 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CON OR MALICE WITH TPI: OR FABR ICAT I IIG. HANDLING. 1 SLT-ENG WMRAPOPKA. FL 32703 SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 14DS (NATIONAL DESIGN STATE OF = tA, BC LL O.O PSF 407-299.1522 CONNEC TOR SSPECIFICATI AREPMADEUSLIS0F02OGABYT ASTMHE MA653AGRA OR GALVEST AII Si EEL. EXCEPTD PAPERIASINOTEDNDTAPPLYAC01It14ECTORSTOO••'C4ORID ew TOT 37.0 PSF SEON- 39073 FA%. 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 011 THIS DE SIGII. POSITION CONNECTORS PER LD. D U R F A C 1 FROM SF PROFESSIONAL ENGINEERINGDRAWINGS160 AI THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EIIGINEERING NAIL CCRTIFICATC OF AUT14ORIZATION UP216 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT OMPONE TIFORRANY 1995 EPARTICULAR BUILD114G IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER CTION 2. Oct 01 03 25 SPACING 24. D" JREF- 1S6N352_Z11 Lly/lAbU - K7Z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x6 SP #2 BOT CHORD 2x8 SP #1 Dense :B2 2x4 SP #2: WEBS 2x4 SP #3 :W1, W7 2x6 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.-1.25) TC From 36 PLF at 0.00 to 36 PLF at 2.71 TC From 43 PLF at' 2.71 to 43 PLF at 4.75 TC From 36 PLF at 4.75 to 36 PLF at 9.58 TC From 9 PLF at 9.58 to 9 PLF at 13.75 TC From 16 PLF at 13.75 to 16 PLF at 15.79 TC From 9 PLF at 15.79 to 9 PLF at 20.79 PLT- From 7 PLF at 4.83 to 7 PLF at 13.67 BC From 13 PLF at -0.42 to 13 PLF at 2.71 BC From 113 PLF at 2.71 to 113 PLF H 7r TD BC From 13 PLF at 15.79 to 13 PLF BC From 3 PLF at 19.17 to 3 PLF BC 47 LB Conc. Load at 2.71, 15.79 BC 336 LB Conc. Load at 4.94 0-7-4 I to 5: 120 MPH WIND, 16.58 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. TRUSSES TO BE SPACED AT 16.0" OC MAXIMUM. COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. OR RIGID CEILING. 1) 2x8x4-4-0 SP #1 Dense SCAB AT LEFT END. ATTACH SCAB TO FACE OF CHORD WITH: 0.1310.0_g_nails @ 8" OC, PLUS ADDITIONAL NAIL CLUSTERS AT: BRG.: 7), HEEL: (9), 1st PANEL POINT: (2). 5X4= 3X12 m 4 A I U (K) III H5L51Z (K) III 2X4 III R-1402 U-604 W=3" R-1278 U-489 1W-7" ff l- 9-8-0 I 9-11-0 I 19-7-0 Over 2 Supports 11-5-10 6-6-2 8-0 PLT TYP. 20 Gauge HS,Wave TPI R Design Crit: TPI STD FLBC 19.633 0TY:1 FL 1 R Scale 25" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LBRACING. REFER TO HIa-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TOt PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED IPI'•. / TC L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 42791 DATE 1SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. lei D / 0 1 0 3 ROOF T1iuSS DIVISION IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, j No. 42704 BC DL 10.D PSF DRW SLTUSR352 03274448INC. SHALL NOT BE RESPONSIBLE FOR ANY OEYI4STAL FROM THIS DESIGN; ANY FAILURE 70 SLT-ENG 2722 SDUTIH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND t ? STATE OF BC LL D. D PSFAPOPKA-FL 32703 BRACING OF TRUSSES. THIS OESIGII CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN iS WMR 407-299.1522 SPEC IF ICAT1011 PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS g t , FAX: 407.2999153 ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO•.,OR,O• TOT.LD. 37.0 PSF SEON- 34622 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OUR 1.25 FROM SFPROFESSIONALENGINEERING DRAWINGS I60 A-2. THE SEAL ON THIS DRAWING 11101CATE5 ACCEPTANCE OF PROFESSIONAL EIIGINEERIIIG At • CERTIFICATE OF AUTHORIZATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS CGMPONE NT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER oct 01 '03 FAC. ANSI/TPI 1-1995 SECTION 2. SPACING SEE ABOVE JREF- 1S6N352_Z11 LIV/ lAbLi - KnJ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x8 SP ?1 Dense WEBS 2x4 SP r3 A) 2X4 SP f3 or SPF 42 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. 2 X 4 III 3X4 ( I 0- 7-4 F 2 X 4 III 5- 3-0 Over 2 Supports R= 177 U=180 1•1=3" R=194 U-263 9- 3-6 0 120 MPH WIND, 16.05 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL- 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R Scale=.3125" Ft. WARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDL IIIG. SHIPPING. INSTALLING AND T C L L 20.0 P S F BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE f IISTITUTE. SB3 D'OIIOFRIO OR.. SUITE 200. MAD: SON. HI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UIILESS OTHERWISE INO:CATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Pt IFI '•. // G %' . T C D L 7.0 P S F R E F R 3 5 2-- 42792 DATE 1 0 / 0 1 / 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT " FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0. 42704 BC DL 10.0 PSF ROOFTRUSSDIVISIONPR ODUC7S. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 7 * * DRW SLTUSR352 03274449 2722 POPKA IN CONFORMANCE FABRICATING. SHIPPING. STATE OF BC LL 0.0 PSF SLT-ENG 32703BLVD. APOPKA.FLuTH NGTHE BRACIBUILDOFTTRUSSESUSSESDESIGNICONFORMS WITHAPPLICABLE PROVISIO14S(IIATIONALINSTALLING DESIGN Qww';A WMR 407- 299- 1522 SPECIFICAT I OII PUBLISHED BY THE AMERIEAN FOREST AND PAPER ASSOCIATION) AND TPI. ALP IIIE CONNECTORS ARE MADE OF 20GA As A653 GR40 GALV. STEEL. EXCEPT AS VOTED. P.• TOT. FAX 407-299-9153 APPLY COIINECTORS i0 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OII THIS DE SIGH. P0SI TI0II C0111JECI ORS PER LS•.•0i•' J•Amu LD. 37. 0 PSF SEON- 39075 DUR.FAC. 1 FROM DRAWINGS 160A-2. THE SEAL ON THIS DRAW IIIG INDICATES AC CEPTA110E OF PROFES SIOIIAL ENGINEER IIIG u'vNA1, PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGIISHOWN. THE SUITABILITY AND USE OF THIS 25 SF CERTIFICATE OF AUTHORILAT10N P9218 A NYE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILD11IG DESIGNER. PER OcL 01 '03 ANSI/TEATIFO1R SECTION SPACING 24.0" JREF- 1S6N352_Z11 LADLE - K54 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.-1.25) TC From 54 PLF at 0.00 to 54 PLF at 3.67 BC From 20 PLF at 0.00 to 20 PLF at 3.67 BC 194 LB Conc. Load at 0.77, 2.77 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 2X4 III 2. 5X4 (R) III T 2 0-0 2-0-0 i -Q u 4-81- 0 2.5X4= 2 X 4 III iCZ 3-8-0 Over 2 Supports R-336 U-180 R-323 U-180 W-3.5" 120 MPH WIND, 10.00 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 TC @ 24" OC. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R Scale 375" Ft. WAR"YARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANDNING** TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB7 D'ONOFRIO DR., SUITE 200. MADIS011. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNS IONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACKED STRUCTURAL PANELS.BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGNTO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCT$, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIATION FROM THIS DESIGN: ANY FAILURE TO IF •• TC1""'N y ;* FJ• 42704ROOF TC L DL BC DL L 20.0 7.0 10.0 P S F PSF PSF R E F R 3 5 2-- 42793 SMYTH LUMBER CO. TRUSS DIvIs10N DATE 10/01/03 DRW SLTUSR352 03274450 2722 SOvrH APOPKA BLvD. APOPKA. FL 32703 407-299-1922 FAX: 407-2999153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS PITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATI OII PUBLISHED BY THE AIIER ICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE ARE MA OE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TOEACHEACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITI OII CONNECTORS PER ti STATE OF! QA•.• Q' itS.'•..0g10.•'•A S•••NA1.EN BC LL TOT. LD. D.D 37.0 PSF PSF SLT-ENG WMR SEON- 39078 DUR . FAC . 1.25 FROM SFPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING 11IDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR QHE TRUSS CQMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE Or ADTHORRATION 09218 COMPONENTFORA11PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER I 99 5E Oct 01 '03 SPACING SEE ABOVE JREF- 1S6N352 Z1I 19/1AUb - KSS) I THit DWF, PPFPARFn FRnM FnMPIITFP INPIIT N nAnC X nlMr—n— cII0MI7— DV TDNc< MCD TOP CHORD 2x6 SP #2 BOT CHORD 2x8 SP #1 Dense :B2 2x4 SP '#2: WEBS 2x4 SP #3 :N1, 1•17 2x6 SP #)2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. OR RIGID CEILING. 0-7-4 t T 5X4= 5; 120 MPH WIND, 16.58 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP 8, 14IND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. TRUSSES TO BE SPACED AT 16.0" OC MAXIMUM. BC ATTIC ROOM FLOOR LOADING: LL — 70.00 PSF: DL = 5.00 PSF: FROM 3-4-8 TO 16-5-8. 1) 2x8x4-4-0 SP #1 Dense SCAB AT LEFT END. ATTACH SCAB TO FACE OF CHORD WITH: 0.131x3.0_g_nails @ 8" OC, PLUS ADDITIONAL NAIL CLUSTERS AT: BRG.: nY urrl roY 1st PANEL POINT: (2). T 4AIU 1R) NI H1)Z51Z(K) III 3 X 8 III 2X4 III 1-5-0 I, 9-8-0 I 9-11-0 i 19-7-0 Over 2 Supports R=1219 U=201 1.1=4" R=1278 U-254 W=7" 6-6-2 8-0-0 PLT TYP. 20 Gauge HS,Wave TPI R Design Crit: TPI STD FLBC 19.633 OTY:13 FL 1 R Scale 25" Ft. WARNING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOLIIIG. SHIPPING. INSTALLING AND BRAT IIIG REFER TO HIB-9I (HANDL IIIG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR SUITE 200. NAOISOII. HI 53719). FOR SAFETY PRACTICES PRIOR i0t P ERFORHING THESE FUtICTIONS UIILESS OTHERWISE IIID ICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED P••..M.. P IFI••. l J %. T C TC L L DL 20.0 7.0 P S F PSF R E F R 3 5 2-- 42794 S MYTH LUMBER CO. DATE 10/01/03 ROOF TRUSS DIVISION STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE IL IIIG. IMPORTANT•- FURNISH A COPY OF THIS DE SI GII TO THE 111S T ALLATION CONTRACTOR. ALPINE ENGINEERED NO'42704 '• BC DL 10.0 PSF DRI'! SLTUSR352 03274-051 2722SOUTH APDPKABLVD. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AtlY DEVIATION FROM THIS DESIGN. ANY FAILURE TO j BUILDTHETRUSSESI!I CONFORMAIICE WITH TPI: OR FABRICATING. HANDLING. SHIPPIIIG, IHSTALLIIIG AND t APOPKA. FL 32703 BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IIDS (NATIONAL DESIGN STATE OF : BC LL 0.0 PSF SLT-ENG WMR 407- 299-1522 SPECIFICAT loll PUBLISHED BY THE AMERICAN FOREST AIID PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL4 STEEL. EXCEPT AS NOTED. APPLY O' oR vP•• ti, FAx' 407-299-91 53 CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSI TIOH CONNECTORS PER SjA L`N TOT LID. 37.0 P S F S EON 34619 D U R F A C 1.25 FROM M PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL OII THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY YY {• CERt111CA1E01- AUTHORIZATION N921B SOLELY FOR THE TRUSS COMPONENT DESIGN SHOHII. THE SUITABILITY AIID USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER OCt O1 '03 AIISI/TPI 1.1995 SECTION 2. SPACING 16 0" JREF- 1S6N352 Z11 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. LlV/IAbU - KSD) TOP CHORD 2x6 SP #2 BOT CHORD 2x8 SP #1 Dense :B2 2x4 SP #2: 14EBS 2x4 SP #3 :W1, W7 2x6 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BC ATTIC ROOM FLOOR LOADING: LL — 40.00 PSF: DL — 5.00 PSF; FROM 3-4-8 TO 16-5-8. 6-6-2 5X4= 120 MPH WIND, 16.58 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. OR RIGID CEILING. DEFLECTION MEETS L/480 LIVE AND L/360 TOTAL LOAD. HJ151L (K) III H51512 (K) III 2.5X4111 2.5X4III 5-0 L ) 5-0 L! 9-11-0 _I_ 9-11-0 _I R-1545 U-399 W-7" 19-10-0 Over 2 Support R-1545 U-399 W-7" 6-6-2 8 -0 PLT TYP. High Strenggth, Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 25" Ft. WARNING*- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R 3 5 2-- 42795 INSTITUTE. 5B3 D'ONOFRIO OR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED pS IF1(••'••• 9).t T C D L 7.0 PSF DATE 1 0 0 1 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4 : .. I DRW SITUSR352 03274452 IMPORTANT" FUR II ISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i N0.42%O4 S BC DL 10.0 PSF ROOFTRUSSDIVISIONPRODUCTS. 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 j 7 APOPKA. FL 32703 BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1 STATE OF B C L L 0. 0 P S F S L T- E N G W M R 407. 299.1 522 SPECIFICATION PUBLISHED BY THE AM ER ICFOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 4 Q.f ( CONNECTORS ARE MADE OF ZOGA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ti(t••.• TOT. LD. 37.0 PSF SEON- 39087 FAX: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DUR FAC 1.25 FROM SLC PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS1014AL E1IGINEERIIIG U NAIL RESP011 SI BI LITY SOLELY FOR THE TRUSS CMPOHEN T DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIUnON N9218 T1FOR AN COMPONENTPARTICULAR BUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct 01 '03 SPACING 24" JREF- 1S6N352_Z11 SE CTION2. L19/lAtlb - KS/ n THIS DWG PRFPARFD FROM COMPUTFR IIIPIIT (I nAnS A nTMFnmoNcl CIIRMITTFn RY TRUC[ MFR TOP CHORD 2x4 SP r3 BOT CHORD 2x4 SP -71r`3 WEBS 2x4 SP f3 M6. M9 2x6 SP '42: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 81 PLF at -1.55 to 81 PLF at 21.38 BC From 4 PLF at -1.55 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 19.83 BC From 4 PLF at 19.83 to 4 PLF at 21.38 5X4 6-6-2 120 MPH WIND, 16.60 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. SEE D14GS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. G. JAYAq= 1- 5-0 5-0 1, 9-11-0 I 9-11-0 I 19- 10-0 Over Continuous Support R- 114 PLF U=49 PLF W=19-10-0 6- 6-2 T 0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. I•lave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 25" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, MANDL ING. SHIPPING. INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AN0 BRACING), PUBLISHED BY 7PI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO OR SUITE 200. MADISON, WI 537191. FOR SAFE iY PRACTICES PRIOR 70 PERFORMING THESE FUIICTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PPOPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL I101 BE RESPONSIBLE FOR AIIY DEVIATION fR ON THIS DESIGN: AIIY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICAIIHG. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S XptlFl v: 4YJ- q NO.42704 6. STATE OAF T C T C BC BC L L D L DL LL 20. 0 7. 0 10. 0 0. 0 P S F P S F PSF PSF R E F R 3 5 2-- 42796 S M YTH LUMBER CO. ROOF TRUSS DIVISION 27 22 SOUTH APOPKA BLVD. APOPKA. FL 32703 DATE 1 0/ O 1/ 0 3 DRW SLTUSR352 03274453 SLT- ENG WMR 407- 299-1 522 FAx: 407-299-91 53 SPECCONNE CiOR SOAR MAD. MAD. 0FD 20GAT A ST HMAS 3AGR40RG ALYAII STEELEREXCEPTASSOCIATION) NOTEDND INTAPPLYALPINE CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 011 THIS DESIGN. POSITION CONNECTORS PER 0 ••'O R• v f/ TOT L D. 37.0 P S F S EON 39090 D U R F A C . 1.25 FROM L C CENIII-ICATCOFAUIIIORIZATIONN97-IB PROFESSIONAL ENGINEERING ORAWINGS 160 A. 2 THE SEAL ON THIS DRAHING IIID ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY 'OR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS C MPONEE T1 FOR 99 ANSE PARTICIONULAR BUILDING IS THE RESPOUSI BILIT! OF THE BUILDING DESIGNER. PER HA Oct 01 ' 03 SPACING SEE ABOVE JREF- 1S6N352 Z11 L19/lAtl(i - KS THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 16.11 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. CALCULATED VERTICAL DEFLECTION IS -0.00" DUE TO LIVE LOAD AND -0.00" DUE TO DEAD LOAD AT X - 0-1-0. 5X4= 3-8-3 12-0-0 2.5X4= 2X41II LE1-5-0>J----1-7-DIJ 1E1-5.0,+ L 5-1-0 _ L 4-2-0 _1 9-3-0 Over 2 Supports R-517 U-415 W-4" R-340 U-275 W-4" 5-9-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 0TY:3 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 P S FBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOFRIO DR., SUITE 200. MADISOM, WI SJ 719). FOR SAFETY PR hCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UIILESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED L•(k HF •••'•. v A, 1V T C D L 7. 0 P S F R E F R 3 5 2-- 4279 7 DATE 1 0 0 1 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, F ; l l ROOF TRUSS DIVISION BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FUR NISM 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 1= NO. 4Z704 = 7C BC DL 10.0 PSF DRW SLTUSR352 03274454 2722 SOUTH APOPKA EILVD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF •Q t BC LL 0.0 PSF SLT-ENG WMR 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Q-W CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO y'•R O•.•' TOT.LD. 37.0 PSF SEON- 34600FAX: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER f• S/pN9`Et1 OUR FAC. 1160DRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSE a SOLELY FOR JTHE TRUSS CsmPOIIE NT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 25 FROM M CERTIFICATE OF AUTIIORIXAT1ON 09210 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER QCt 01 '03 COMP/TPITIF01995NSE SPACING 24.0" JREF- 1S6N352_Z11 L1`J71AOL, - K5IbA THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE D1.1GS A12030ECO901 8 GBLLETIN1001 FOR MORE REQUIREMENTS. 5X4= 120 MPH WIND, 16.11 FT MEAN HGT, ASCE 7-98. PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B. 14IND TCDL-5.0 PSF, WIND BCDL=5.0 PSF. 3-8-3 12-0-0 2.5X4= EI-5-0--,J<-1-7-0IJ LE1-5-0 J 1— 5-1-0 I 4-2-0 1 e9-3-0 Over Continuous Support— R=112 PLF U=94 PLF W=7-8-0 5-9-3 Note: All Plates Are 1'12X4 Except As Shown. PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 OTY:1 FL 1 R Scale 375" Ft. WARNING'- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HAIIDLIIIG. SHIPPING. INSTALLING AND B R AC IIIG REFER TO HIB-91 (HAIIDLIIIG INSTALLING AIID 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 OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M 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 - - 4279 8 DATE 1 0/ O 1/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING G DRI'1 SLTUSR352 03274455ROOFTRUSSDIVISION FIMPORTANT** URNISH A COPY OF THIS DESIGII TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i 0. 42%04 BC DL 10. 0 PSF 2722 SOUTH APOPKA PRODUCTS. INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO 1 :1 SLT-ENG WMR BLVD APOPKA. FL 32703 BUILD THE TRUSSES III CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. 114STALL114G AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF 1 BC LL 0.0 PSF 407-299-1522 SPECIE ICAi ION PUBLISHED BY THE AMER ICAH FOREST AND PAPER ASSOC UTION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL4. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO 9 IN tL I0 •••tOR,O V TOT. FAX' 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITI014 COANlIECTORS PER LD. 37.0 PSF SEON- 34606 DRAWINGS 160 A-2 THE SEAL OII THIS DRAWING IIIDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S AIAfL l PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGII SHOWN THE SUITABILITY AIID USE OF THIS7 D U R F A C . 1.25 FROM M CERTIFICATE OF AUTHORIZATION 09218 COMPONENTFOR A NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 0Ct 01 03 ONENTTPI 1 SPACING 24.0" JREF- 1S6N352 LI1 L17/lAbb - H1 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 BOT 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 W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. L< )-)0-10.1, 9-10-13 LE 9-10-1 Over 3 Supports R-400 U=317 W=8" 1 R1008 U-245 3-9-14 R-3029 U-180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:3 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S FBRACING. REFER TO HIFO-91 (HANDLING INSTALLING AND BRACIIIG). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 O'OIIOFR10 DR.. SUITE 200. MADISOII, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IIIDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED t F1*'•, T C D L 7.0 P S F R E F R 3 5 2-- 42799 DATE 1 0 0 1 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03274456ROOFTRUSSDIVISIONIMPORTANT•' 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 S N0. 42704 BC DL 10.0 PSF 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND S STATE BCAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S OF LL 0.0 PSF SLT-ENG WMR 407-299.1 522 SPECIFIC ATI0" PUBLISHED BY THE AMER ICAII FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPIIIE CONNECTORS ARE MADE OF Pf fV FAX. 407-2999153 20GA ASTM A653 GRID GALV. STEEL. EXCEPT AS VOTED APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER A( tiOR1•,•• S IYAI.El1 TOT. LD. 37. 0 PSF SEON- 39096 D U R F A C 1.25 FROM A F DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIIIG PROFESSIONAL ENGINEERING RESPONSIBILITYSOLELYFORMTHETRUSSCOMPONENTDESIGNSHOWN. THE SUI TADILITY AND USE OF THIS CEF=TIFTCATE OF AUTHORIZATION A9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER OCC of '03 ANSI/TPI 1- 1995 SECTION 2. SPACING SEE ABOVE JREF- 1S6N352_Z11 Lly/lAbb - tJ/ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP r2 BOT CHORD 2x4 SP y2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. L,1-4-0,1. 7-0-1 i7-0-0 Over 3 Supports R=363 U=251 1.1=8" 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98. PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, NIND TCDL-5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 R1063 U=180 3-10-3 0 r R=73 U=180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:17 FL 1 R Scale 375" Ft. WARN ING " TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HAIDLING INSTALLIIIG AIID BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTI TOTE. 583 O'OII0 RI O DR . SUITE 200. MA O I111. MI SJ 719). FOR SAFETY PRACTICES PRIOR TO P ERFORH1NG THESE FUIIC T IOIIS. UIILE SS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED v`" Y 1F •••'•. 4v- %'. T C TC L L DL 20.0 7.0 P S F PSF R E F R 3 5 2-- 42800 DATE 10/01/03 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY AT RIGID CEILING DRW SLTUSR352 03274457ROOFTRUSSDIVISIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS. RESPONSIBLE t N0. 42704 BC DL 10.0 PSF INC. SHALL HOT BE FOR AIIY DEVIATION FROM THIS DESIGN. AIIY FAILURE TO SLT-ENG WMR 2722SOUTH APOPKABLVD. BUILD THE TRUSSES I11 CON ORM4110E WITH TPf: OR FABRICATIIIG. HANDLING. SHIPPIIIG. INSTALLING AND BRACIIIG OF TRUSSES. THIS DE51G11 CONFORMS WITH APPLICABLE PROVISIOIIS STATE OF BC LL 0.0 PSF APOPKA. FL 32703 OF 1105 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAII FOREST AIID PAPER ASSOCIAT I0"I AND TPI. ALPINE O %.4 !.• SEON- 39107 407- 299-1522 COIL NECT ORS ARE MADE OF 20GA ASiM A653 GR 40 GALV STEEL. EXCEPT AS NOTED APPLY CO11PECTORS TO 0 R1Q ••a TOT.LD. 37.0 PSF FAX407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGII. POSITION COUNECTORS PER S nNA`!1 OUR F A C 1.25 FROM S F PROFESSIONALENGINEERINGDRAWIIIGS 160 A-Z THE SEAL ON THIS DRAWIIIG INDICATES ACCEPTANCE OF PROFESSIONAL EUGINEERING CERTIFICATE OFAUIIIORIZATION N9218 RESPOtI SIBI LIT Y SOLELY FOR THE TRUSS COMP014E tIT DESIGN SHDW11. THE SUf TABILITY AND USE OF THIS COMPONENT FOR ANY SE PARTIICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Oct 01 '03 SPACING 24.0" JREF- 156N352_Z11 41V/1AbU - L,J7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 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 R-48 U-180 L<1-4-0,1. 5-0-12 5-0-0 Over 3 Supports R-295 U-219 W-8" 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 Crit: TPI STD FLBC 6.10 0TY:6 FL 1 R Scale 375" Ft. WARNING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S FGRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 O'ONOFRIO DR.. SUITE 200. MA DI SON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUNCTiONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED LA F••. F T C D L 7.0 P S F R E F R 3 5 2-- 42801 DATE 1 0 / 0 1 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. v DRW SLTUSR352 03274458ROOFTRUSSDIVISIONIMPORTANT— 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 f N0 4Z%04 1 1 * 7C 7{ BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. APOPK.&FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1 ; STATE OF BC LL 0.0 PSF SLT-ENG WMR 407-299-I 522 ION) PA EREXCESOFD20GhTASTMHEMh6S3AGRA0RGAL TAPPL L vt•., 0 S E O N- 39109CONNECTORSIAREPMADEVANSTEELDPTiASNOTEDANDYACONNECTORSTOR10 TOT . L D. 37.0 P S F FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION C014NECTORS PER DUR. FAC. 1 FROM SF PROFESSIONALENGINEERINGDRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FORMTHE TRUSS COMPONENT DESIGN SHOWN. THE SUI TAEILITY AND USE OF THIS 25 CERTIFICATE OF AUTH0RIZAT10N a9218 ANSiOTEP1T1 FOR99ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Oct 01 '03 SPACING 24.0" JREF- 1S6N352 Z11 17/IATSV - L.JJ) I THIS DWG PREPARED FROM COMPUTER 114PUT (LOADS d DIMENSIONS) SUB14ITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP 71r-3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. I 10-4 R=47 U-180 1-10-3 91- 0 R=23 U=180 L<I-4-0,1.-3-0- 12—J 3-0-0 Over 3 Supports R=234 U=198 W-8" 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANY14HERE IN ROOF, CAT II, EXP 8, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:6 FL 1 R Scale =.375" Ft. WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING REFER TO HIB-91 (HANDLING IIISTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IIISTITUTE. 5B3 D'OIIOFR IO DR SUITE 200. MA0150t1. XI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANEL S. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS. II1C SHALL NOT BE RESPONSIBLE FOR AIIY DEVIATION FROM THIS DESIGII; ANY FAILURE TO GQt IF ••. % v r•.C S N0. 42704 y y y 7C T 7 T C T C BC L L D L DL 20. 7 10.0 0 0 P S F P S F PSF R E F R 3 5 2-- 42802 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 1 0 / 0 1 / 0 3 DRW SLTUSR352 03274459 2722 SOUTH APOPKA.FLPOPKA32703BLVD. 407-293-1522 FAX: 407-299-9153 BUILBRACDINGHOFTTRUSSESUSSES INCONFORMANCE DESIGNICONFORMSOWITHAAPPLICABLE PROBRIC TIG. VISIONSSOFP14DSG(NATIONALINSTALLING DESIGANDSPECIFICATION PUBLISHED BY THE AMEPICAN FORESTVA PAPER ASSOCIATION) AND TPI ALPIIIE CONNECTORS ARE MADE OF By ASTM A653 GR40 GALY STEEL. EXCEPT AS NOTED. APPLY COIIIIECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 011 THIS DESIGN. POSITION CONNECTORS PER STATE OF • OA,O •• V y'ti. Y-A S HA! BC TOT. LD. LL 0. 0 37.0 PSF PSF SLT- ENG WMR SEON- 39111 DUR FAC 1 25 FROM SF PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTIIORIZATION 09216 DRAWINGS 160 A-Z THE SEAL OH THIS DRAWING INDICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPON EIIT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR AIIY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDI JIG DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. Oct O1 ' 03 SPACING 24.0" JREF- 1S6N352 Z11 Lly/lAbb - LJ1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.56 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 F— 2X4(A1) L<1-4-0 1-0-12 1-0-0 Over 3_upports i 0 1t4i U=1804 9 4 0 TR=-180 R-247 U-280 W-8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.1 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 E. INSTITUT583 D'ONOFRIO DR . SUITE 200, MADISON' WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTI OILS. UNLESS OTHERWISE INOICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED SMYTH 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 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 BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407- 299,1522 SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FA%: 407.29991 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GRAIO 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 RESPONSIBILITYSOLELYFORATHETRUSS •.6HPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION N9210 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. No. 42704 S. STATE OF VLA` V % A44 Oct 01 '03 FL/-/ 1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" Scale=. 375"/Ft. REF R352-- 42803 DATE 10/01/03 D R W SLTUSR352 03274460 SLT- ENG /WMR SEON- 39115 FROM SF JREF- 1S6N352 Z11 ASCE 7-98: 120 dPH' A1TIND SPEED, 30' DEAN HEIGHT, ENCLOSED, I• = 1.00, EXPOSURE C E- 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE-,,Bf2ACES NO 1) IX4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE 2) 2X6 "L" BRACE •• CROUP A CROUP B CROUP A GROUP B GROUP A GROUP B CROUP A GROUP B CROUP A GROUP B 1 N2 3' 5" 5' 11 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" FST 3 3' 4" 4' II" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" TPIIF 2. 5 6" B. l8, 18. W O STANDARD 3' 3" 4,12.. 4. 5 6" 7' 5" 7' 5" 11' 8„ 11' a" 3' 9" 5' 11 6' 4" 7' 0" 7' 6" 8' 4" 8' 11 10, 11 11' 10" 13' 1" 14' 0" S P12 3' 8" 5' 11 6' 4" 7' 0" 7' 6" 8' 4" 8' 11 IO' I1" 11' 10" 13' 1" 14' 0" 4 3 3' 6" 5' 0- 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" 7 TDFL STUD 3' 6" 4' 11" 4' 11 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1 13' 9" u STANDARD 3' 4" 4' 3" 4' 3 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" B' 9" 11' 11 11' 11" 1-- t 2 3' II" 6' 9" 6' I1" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11 1a' o" 14' o" STTPF 3 3' 10" 6' 0" 6' 0" 7' 11" 7' I1" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" IF 111. 11I.. 6' 19 I9. O 1 STANDARD 3' 10" 5' 5, 6' 9. 1" 9, 1 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" s P 2 4' 2" 6' 9" 7' 3" 8' 0" 8. 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" DFL STUD 4' 0" 6' 1" 6' 1" B' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 1 6' 11 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" Q 1 2 3 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" S P F 4' 2" 6' 11 6' 11 8' 9" 6' 9" 10' 6" 10' 6" 13 10" 13' 10" 14' 0" 14' 0" U H F STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" S P 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0- 33 4' 5" 7' I" 7' I" 8' 9" 9' 3" 10' 6" IT. 0" 13' 10" 14' 0" 14' 0" 14' 0" D FL STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 1 V 0" IT 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' 1 6' 1" 8' 0" 1 B- 0" 10' 6" 1 10' 9- 12' 5" 12' 5" 14 0" l4 0" DIAGONAL BRACE OPTION VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED CONNECT DIAGONAL BRACE FOR 870,q AT EACH END MAX WEB TOTAL LENGTH IS 14-. 2X4 SP R , OR BETTER DIAGONALNALAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE DOUBLE CUT AS SHOWN) AT L UPPER END. CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB SYMM 2X4 Q2N OR BETTER r # L. L BRACE k# r 18" k L 1 REFER TO CHART ABOVE FOR BRACING GROUP SPECIES AND GRADES. GROUP A: SPRUCE —PINE —FIR HEM —FIR 1 2 STANDARD 1 #2 1 STUD 3 STUD 1 1 13 ISTANDAR.011 DOUGLAS FIR —LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM —FIR 1 do BTR 1 SOUTHERN PINE DOUGLAS FIR —LARCH 2# 2 GABLE TRUSS DETAIL NOTES: UVE LOAD DEFLECTION CRITERIA IS L/240 PROVIDE UPUFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD) CABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG ATTACH EACH 'L' BRACE WITH 10d NAZIS. k FOR (1) "L" BRACE SPACE NAILS AT 2" O.0 IN 16' END ZONES AND 4' O C. BETWEEN ZONES FOR (2) "L" BRACES SPACE NAILS AT 3" 0 C IN IS' END ZONES AND 6" 0 C. BETWEEN ZONES 1" BRACING MUST BE A MINIMUM OF 60% OF WEB MEMBER LENGTH CABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" IX4 OR 2X3 GREATER THAN 4' 0', BUT LESS THAN 11. 6- 2X4 GREATER THAN 11' 6" 2 5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. F \"••' r 1 " ' - THIS DRAWING REPLACES DRAWING A10030E UIRE EXTREMEFABRICATING.E INEHIBINSTALLIING•ANDRUSSESBRACINGEO REFER 91R (HANDLING INSTALLING, AND BRACING), PUBLISHED REF ASCE7-9B-CAfi12030 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR, SUITE 200, MADISON, VI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHORD SHALL HAVE PROPERLY y, 74 No. 42704 DATE 09/fD/Df SMYTH LUMBER CO. ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL A PRDT•.RFURNISLY RIGID DRiVC a12030ECo901ROOFTRUSSDIVISION MPDRTANiCAECOPYOFCEILING DESIGN TOTHE INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ENG 2722 SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH iQ :• STATE OF A.` APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST 407-299-1522 FAX: 407. 2999153 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 i Oj\'.•••/ 0 lO P••• i /\ CC •(. TOT. LD. 60 PSI' DRAWINGSTRUSS 160NAEZ. OTHERWISE ON LOCATEDDRAWINGSDESIGN, INDICATES POSITIONCONNECTORSOF PROFESSIONAL F•'\N`_V\'N? 4/`S,SYONAI.• THE CERPROAEE OFFAUTIORGUTION18921 RESPONISIBILITYDUFSTH FBUHL LUNG FOR ANYTHE i1„"\\\\\` MAX. SPACING 24 0" GABLE DETAIL aSYM + FOR LET -IN VERTICALS CABLE VERTICAL RIGID SHEATHING GABLE VERTICAL PLATE SIZES 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 axe VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP• LESS THAN 4' O" 1%4 OR 2X3 2XB GREATER THAN 4' 0', BUT LESS THAN ll' 8" 2%4 2XB GREATER THAN 11' 8' 2.5X4 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "1" REINFORCING MEMBER WITH HAND DRIVEN NAILS: 10d COMMON TOENAILS AT 4' O.0 PLUS (4) 18d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3•: TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 CABLE DETAIL DRAWINGS A11015EN0899, A10015EN0899, A09015EN0899. A08015EN0899, A07015EN0899 A11030EN0899, A10030EN0899, A09030EN0899, A08030EN0899, A07030EN0899 ASCE 7-98 CABLE DETAIL DRAWTNGS A13015EC0901, A12015EC0901, AII0I5EC0901, AI00I5EC0901, A085I5EC0901 A13030EC0901, A12030EC0901. A13030EC0901, A10030EC0901. A08530EC0901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699, 509015EN0699, S08015EN0699, S07015EN0899 S11030EN0899. S10030EN0699, 509030EN0699, S08030EN0899, 507030EN0899 SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. r' REINFORCING MEMBER 2x4 ^r' REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM 'L' TO 'T" REINFORCING MEMBERS. MULTIPLY `T' FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE. GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE '1'" REINFORCED CABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD B LENGTH INCREASE W/ "T" WIND SPEED AND MRH mil" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 7, l0 7 2x8 40 7. 50 7. 110 MPH 30 FT 2x4 10 7. IO 7. 2x8 50 7. 50 7. 100 MPH 15 FT 2x4 10 9. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7, 10 7. 2x8 40 7. 40 7. 90 MPH 15 FR 2x4 20 7. IO 7. 2x8 20 9. 40 7. 90 MPH 30 FT 2x4 10 7. IO 7. 2x8 30 7. 50 7. 80 MPH IS FT 2x4 10 7. 20 R 2x8 10 7. 30 7. 80 MPH 30 FT 2x4 20 7. IO 7. 2x8 20 7. 40 7. 70 MPH 15 FT 2x4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 7. 2x8 10 7. 30 9. EXAMPLE: ASCE WIND SPEED 300 MPH MEAN ROOF HEIGHT = 30 FT CABLE VERTICAL = 24' O.C. SP /3 T' REINFORCING MEMBER SIZE = 2X4 T' BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L' BRACE LENGTH 8' 7' MAXIMUM "T' REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" 7' 3" ox%'0' • R ''PLACES DRAWINGS GAB98117 876,719 & HC26294035 YARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H[B-91'(HANDLING INSTALLING AND BRACING), PUBLISHED QFiIFICgT•:I REF LET -IN VERT BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, NADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHARD SHALL HAVE PROPERLY r` G •• DATE 10/24/01 S MYTH LUMBER CO. ATTACHED STRUCTURAL PANELS AND BOTTOM CHARD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y, DRWG GBLLETIN1001 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 1 NO. 42704 7l _ EN G D LJ/KA R2722SOUTHAPOPKABLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS 7c ;• APOPKA, FL 32703 WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299,1522 AND AND OGApsiNIA653GROTGALVPAPERASSOCIATION) AE%CEPTT TPI. APPLYCONNECTORS CONN ORs TO EACH FACE z STATE OF TOT. LD. so PSF FAx: 407-299-9153 OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S A . •• R. FAG. ANY PROFESSIONALENGINEERINGCERTIFICATE OF AurHORRAT10N 09218 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 OESIGNLIR. PER ANSI/TPI 1-I995 SECTION 2._'•••••'• P`; Q^ Q 0R1 ••`• i SPACING 24.0" f 1 VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(') OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) I6d BOX (0.135" X 3 5") NAILS TOE —NAILED 120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED-BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 4I'-0_0 MAX 12 12 MAX W2X4 W2X4 W2X4 F-8-0-0 MAX-- 16-0-0 MAX 12 AX y4X4 6-0-0 W W14 S L ( MAX SPACING ylX3 W1X3 W2X4 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. E—NAI W2X4 W4X4 I r OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL 24 aI I a II I CONINION IRUSSES PARTIAL FRAMING 1 20-0-0 MAX (++) AT 2 " OC PLAN 1` Ii1piN111H1i1111 SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. ///// aQ M T111S DRAWING REPLACES DRAWING A105 YARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, 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. 563 D'ONOFRIO DR. SUITE 200, MADISON. VI 53719) FOR DATE 06/25/99 SAFETYPRACTICESPRIOR10PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALE LUMBERC DL 20 15 7 PSF SMYTH CEILING. CO. I„PORTANT-EAERFURNISHCAECOPYGIOF No. 42704 . * THISTOTHEINSTALLATIONCONTRACTORALPI($ ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC SHALL NOT 6E RESPONSIBLE FOR ANY DEVIATION FROM THIS = 9C DL 10 10 10 PSF DRWG VALTRUSS0699 ENG MILH/fCAR 272250UT/1 APOP1(A BLVD. DESIGN, ANY FAILURE T BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, _ HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' 9C LL D 0 O PSF 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 20GAi o . STATE OF lfO• ,•• z 0T. LD. 60 57PSF 55ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF FA%: 407-2999153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL w / P`,•• i / •••• ` O ' V _` P' 7 PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE CERTIFICATE OF AITTTIORIUTION n92119 RESPONISIIBILITY ANDCOMPONENTANYPARTICULAR-1995 BUILDING THER C` `_ \. Sj ni ei••EN DUR.FAC 1.25/ I 33 115 I.15 OFS THOEF B UILDING DEOSIGNER. PER ANSI/TPI TIONI2 SPACING 24 CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" O( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. PARTIAL FRAMING PLAN 3) 16d BOX NAILS, (3) 16d BOX 2) 16d BOX NAILS, TOE -NAILED THRU TOE -NAILED ( 2) 16d BOX NAILS, NAILS, TOE -NAILED CRIPPLE INTO RIDGE BOARD TOE -NAILED 3) 16d BOX NAILS D) (A) 3) 16d BOX NAILS RATED ( D) ( A) C) ( B) SHEATHING 4'0" TYP. ( B) (3) 16d BOX ( C) GIRDER JI IIINAILS, TOE -NAILED 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO ' RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONVtidlliilhill {illll111 WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, ey, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED V v` f_ N/ C LL 30 30 40PSF REF CONV. VALLEY BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR o F 4SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. ``t``••Q FIC/1••. DL 20 15 7 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL . !`` "1 [•• SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. : 'V IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE BC L 10 10 10 PSF DRWG VALCONVF0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS y {. 2722 SOUTH APOPKA BLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, * N0, 42704 FC GL 0 0 O PSF -ENG MLH/KARHANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _ * TOT.=LD. 60 55 57 PSF407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA s Fix: 407.299.9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF a STATE OFTRUSSAND, UNLESS OT14ERVISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i /C •. 9-C.125/1.33 1.15 1.15PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE i CERTIFICATE OF AUTHORIZATION M921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE j O ••, O • •••• CING SEE ABOVERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. TOP CHORD 2X4 X2 OR BETTER BOT CHORD 2X4 y2 OR BETTER WEBS 2X4 #3 OR BETTER PIGGYBACK DETAIL 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 PURLINIS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAl' 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 11, EXP. B, ENCLOSED BLDG., 30 FT. MEAN 1-IT., 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 BTTEER A E E A A E Er E, A 20' FLAT TOP CHORD MAX SPAN II E E E E B EITHER PLATE OPTIONAL LOCATION IS SPLICE B i/Y j BACCEPTABLEp B D—SPLICE B 2' TYP B Ilk 191 B ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE u1 0 u w u u w 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 I 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1375" 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 WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING IX4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2X4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION ATTACH TO SUPPORTING TRUSS WITH 4) 0120- X 1375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS 00 0 0 0 0 0 0 0 0 0 0 2„ 0 0 0 O O o 0 0 0 0 0 0 8 1/4" WING REPLACES DRAWINGS 634.016 634,017 & 847,045 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED 1. 11 I111. /T /1 •A Q 1IAA LOADING REF PIGGYBACK BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL r ..••IFIC' •. i 55 PSF AT DATE 06/25/99 SMYTH LUMBER CO. A PROPERLY CAEGIOFC IMPORTANDESIGN i1.33 DUR. FAC T— FURNISH COPY THIS TO THE INSTALLATION CONTRACTOR. ALPINE DRWG PIGBACKBO699 ROOF TRU55 DIVISION 27 22 SOUTH APOPKA BLVD. ENGINEDESIGN, ANY FAILURE TOC. SHALL BUILDTHENOTINONSIBLE CONFORMAONCEANYWITH, TPITION FROM THIS' ORFABRICATING. NO, 42704 50 PSF AT ENG DLJ/KAR FL HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED 1 DUR. FAC. APOPKA, 32703 BY THE AMERICAN FOREST AND PAPER 25 407- 299.1522 FAx: 407-299-9153 ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS THERVISE LOCATED N THIS DESIGN POSITION CONNECTORS PER STATE O F 47 PSF AT DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A S 1. 1.5 DUR. FAC PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE ENT ING THE 11-1995UILD P T) CERTIFICATEOFAUIORIZATIONM9210 RES PONSIBI-ITYDOFSTHEFBUILDING DESTHISIIGNER, PERrORNLAR ANSI/TPI SECTIONI 2 jO/, • •• X 0 19 ACING 24.0 BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ ' 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. 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 (ii) 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 MAX+ 3X8 111 lDlll TRUL IX 18 MAX 4 i# LOX 2X8 WEDGE 2) 8D NAILS CUT TO FIT E 1;;iiitili11N11/JA J DRAIYING REPLACES DRAWINGS A115 A115/R k 884.132 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, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL A / e / Q IFIC,q TC LL PSF DL - PSF REF BC FILLER DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. s 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 DESIGNI ANY FAILURE TO THE TRUSSES B i DL 10.0 PSF DRWG BCFILLER0699 2722SOUTH APOPKABLVO. BUILD IN CONFORMANCE WITH TPI) OR FABRICATING• HANDLING. SHIPPING, INSTALLING AND BRACING TRUSSES. N0, 42704. CALL - PSF ENG DLJ/KAR APOPKA. FL 32703 OF DESIGN CONFORMS VITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE I' Q 407-299.1522 AMER CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA LD. - PSF FA407. 299-9153 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 FAC.1. 0/1.15/1.25/1.33 PROFESSIONAL ENGINEERINGDRAWINGS160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE Hwy •••. CERnFICATE OFAUTHORRATION N9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE j I /C P RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. jO '•• Q -.•••• ACING 24.0' 1 ' . N AI..,,` a\. TEPvoWN CORNER SET TOP CHORD 2X4 SO PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BO`1' 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 1 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# 11 J3 J5 ** J7 3.00 12 TO6.00 W2X4 I i 3' R=463#. W=3.50" END AND CORNER JACKS 2' TYI 7' 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 2 HIP OR COMMON TRUSS 1 HIP TRUSS J5 17A / J3 JJc1 Jl J3 J5 J7 Erlr 1 3 b 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 HJ ** (3) 16d TOENAILS 212 12 W2X4 TO424 I Tv2xs , IY3X4 OR SIMPSON 3/4" THJA26 1 9-10-13 OVER 2 SUPPORTS R=652N, IY=3.50" VARNING•• TRUSSES RECUIRE 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. V1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE TOATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING, 2722 SOUTII APOPKA BLVD. 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 GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATCD 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 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE CERTIFICATE OF AUTHORI7ATION N921B RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. HIPJACK Q M ,....,yN C QTF.'•• BC No. 42704 > 0 p STATE OF - 0•'•: cL n o t O P'. ALTERNATE LOADING TCLL 20 PSF TCDL 20 MAX PSF BCDL 10 PSF TOT.LD. 50 MAX PSF DUR.PAC. 1.25 THIS DRAWING REPLACES DRAWING HC11795029 LL 30 MAX PSF REF 7' STBK CS DL 15 MAX PSF DATE 06/25/99 L 10 PSF DRIVG CS7SBK3A0699 L 0 PSF ENG SJP/KAR LD. 55 MAX PSF I. FAC. 1.33 CING SEE ABOVE 1NAl- CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 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 I6d 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 REOUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING. W INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED YY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR S MYTH LUMBER CO. SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLHOVECAPROPERLYATTACHEDRIGIDCEILING. IMPORTANT•. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIi OR FABRICATING, APOPKA, FL 32703 HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN 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 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 i PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE UITABILITY IS COMPONENTOPERNANSI/T TIC(IL1995 PARUSECTIONCERTIFICATEOFAUTHORRATIONX921BRESPONSIBILITYOFSTHEEBUILDINGDESGNER.THIS PI 2'THE I , ) IFIC; gTF No. 42704 STATE OF 0RIVP- C T- BRACE OR L- BRACE T- BRACE L-BRACE SCAB THIS DRAWING REPLACES DRAWING 579.640 LL PSF REF CLB SUBST. DL PSF DATE 06/25/99 DL PSF DRWG BRCLBSUB0699 LL PSF ENG MLH/KAR E LD. PSF R. FAC. ACING rLUUK UAULL PHIS DWG PREPARED FROM (;OMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #3 BOT CHORD 4x2'SP #3 WEBS 4x2 SP #3 JACK STUDS FOR HEAVY CONC. LOAD BY BUILDER). OUANTIIY DETERMINED BY OTHERS. WALL PLATE 3/4" DECKING INSERT JACK STUDS BY BUILDER). QUANTITY OF JACK STUDS TO MATCH WALL JACK STUDS ABOVE, MIN. JACK STUD DETAIL WALL STUDS NOT SHOWN FOR CLARITY PURPOSES) W2.5X4 = / DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES TRUSS MAY BE INSTALLED UPSIDE DOWN. DESIGN CRITERIA 1: ALL TRUSS LUMBER TO BE SP #3. 2: ATTACH TOP OF RIBBON BLOCK WITH 2-100 GUN NAILS. 3: DIAGONAL WEBS TRUSS SPAN < or = TO 12' 12' < TRUSS SPAN < or = TO 20' 20' < TRUSS SPAN < or = TO 30' 30' < TRUSS SPAN 4: 16' OC VERTICALS, TYPICAL. NO DIAGONALS ONE DIAGONAL TWO DIAGONALS THREE DIAGONALS ONE EACH END AND CENTER) 5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION FROM A 2X4 WALL BOTTOM PLATE, 3/4" FLOOR DECKING AND RATED SHEATHING APPLIED I'D OUTSIDE FACE. WALL BOTTOM PLATE, FLOOR DECKING, SHEATHING AND ALL CONNECTIONS TO TRUSS TOP CHORD TO BE DESIGNED BY OTHERS. W=1'l2 . 5 X 4 VAS 41=W2.5X4 = BOTTOM CHORD MAY BE NOTCHED AROUND PRE -CAST ANCHORS BOLTS. ANCHOR BOLT SIZE AND SPACING OF BOLTS TO BE FURNISHED BY OTHERS. VERTICAL WEBS AND CONNECTOR PLATES NOT TO BE DAMAGED OR CUT IN ANY WAY. ConLinuous Support Note: All Plates Are W2X4 Except As Shown. M Rg', PLT TYP. Wave TPI-95 R Design Criteria: TPI STD p -9 " o`\ • N I FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EITREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING ACID BRACING REFER TO H18-91 (HANOLING 11151ALLIIIG AND BRACING). PUBLISHED BY TPI (MUSS PLATE I IISTIIUTC, 58J D'ONOFRIO OR., SUITE 200. MAD IS H, vl 5J119), FOR SAFETY PRACTICES PRIOR TO PERFORM IIIG IH ESE FUNCTIONS. UNLESS OTHERWISE IND ICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED ' G '•• L L D L 4 0.0 10.0 P S F C' P S F R E f R 3 5 2-- 1 5 3 7 2 DATE 0 7/ 1 5/ 0 2SMYTHLUMBERCO. SIR UC TURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CELL IIIG. N o. 4 2 7 0 4 RooFTRusSDIvt51oN IMPORTANT• FURNISH A COPY Of THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE EIIGINEEREO PRODUCTS, IIIC. SHALL HOT BE RESP0115IB LE FOR ANY DEYIAlION FROM iMli DESIGN: ANY PASTURE 10 = 17C BF_ DL 5. 0 PSf DRI'1 SLTUSR352 02196003 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 (NATIOIIAL DESIGN STATE OF B L L 0.0 P S F S L T - E N G / WM R 407-299-1 522 SP EC IF I[ATI011 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S E 0 N 11184FA%: 407-299-9159 CONNECTORS ARE MADE OF 2OGA ASTM A65J GMGAIV, 51EEL. EICEPI AS NOTED APPLY CONNECTORS TO ' L T L D 55.0 P S F EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS !GO A -I THE SEAL ON THIS DRAPING TNDICATCS O / O r :.''_`N i •••, O R bUR. FAC. 1 .00 FROMPROFESSIONALENGINEERINGACCEPTANCEOFPROFESSIONALENGINEERIIIG RE SPONSIB IIITY SOLELY FOR iHC IR USS COMPONENT OCSIGtI SMOYN THE SUITAB III TY AHD USE OF 1H15 CERTIFICATEOFAUnIOR17ATION7l921B OM O;ENTIFORR A NYECOMPONENTPAROTf CULAR BUILDING IS THE RESPOUSIBILITY2.,sSjpANSNA•E`\\\\`` JREF 1RU8352_Z17 OF THE BUILDING DESIGNER, PER CT SYSTEM 42 PLY TO PLY CONNECTION DETAILS FIGURE 1: WEB TRULOX PLATE CONNECTION WEB TRULOX PLATE CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND/OR CONCENTRATED LOADS AT RANDOM OR O.C. SPACINGS. TRULOX PLATE APPLIED TO BOTH FACES AT LOCATION OF CONCENTRATED LOADS OR N OR SNEARMIDSPANFORTRUSSES WITH ONLY UNIFORM LOAD. 4X6 TRULOX FOR P = 2900# MAX. 6X6 TRULOX FOR P = 4400y MAX. 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. ATTACH WITH (S) 8D COMMON (0.131" x 2 1/2") NAILS IN EACH VERTICAL WEB. FIGURE 2 CHORD TRULOX PLATE CONNECTION CHORD TRULOX PLATES CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD 2) 3X8 TRULOX PLATES TO BE BENT AND APPLIED AS SHOWN PLATES TO BE POSITIONED APPROXIMATELY 1/4" APART SPACED AT 2' 6" MAXIMUM O.C. BETWEEN PAIRS. FOR DOUBLE STACKED CHORDS USE (2) 3X10 TRULOX PLATES. SYSTEM 42 CONNECTION NOTES: N" k "C" ARE THE REQUIRED NUMBER OF 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. S" IS THE REQUIRED NUMBER OF 0131" X 2.5" NAILS. OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER, PLATES AND OTHER INFORMATION NOT SHOWN HERE. 0.125" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON 0148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS. ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2—PLY SYSTEM 42 TRUSS. FIGURE 5: SINGLE SHEAR .BLOCK CONNECTION AT CONCENTRATED LOAD 2X6 OR 2X8 g3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) 10d COMMON 0.148" x 3") NAILS. 0 1 CHORD ONARROW FACE OR 10d COM PTIONAL TIE PLATE ON Wi TRULOX PLATE CONNECTION (0.148" x 3") NAIL IN WIDE FACE. i S 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500# 1) 2x8 2000# 2) 2x6 3000p 2) 2x8 3500y MEMBER 1 MEMBER 2 2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"X1.375" NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90' AND ATTACH BLOCKS CONNECTION ATTO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION AT CONCENTRATED LOAD LOCATION NAIL PLATE IS TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS Q5" SUPPORTING THE CONCENTRATED 9.0" LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. BEND NAIL PLATE OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECIFIE CONCENTRATED LOAD MUST BE APPLIED TO THIS FACE 6X18 TRULOX PLATE BENT AS SHOWN. 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) 10d COMMON (0.148" x 3") NAILS 1 / PLACES DRAWINGS 1.070.978 798517 T620,124 k T615.489 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED LL PSFSIFIC,q •. REF SY42 CONNECTION BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL y G`i T • DL PSF DATE 06/25/99 S MYTH LUMBER C O. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE iL PSF DRWG CNSY42PLO699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS NO. 42704 ENG MLH/KAR2722SOUTHAPOPKABLVD. DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH a p C FaL PSF APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE FOREST AND PSTEELAPER OT=' LD. PSF407-299.1 ASTMAMERI 657 GR40 GALV. N AEXCCEPTTASN)ANDNOTED.TPI. APPLYINECONNONNECTORS ARE MADE OFECTORSTOEACHFACEOF OGA L iQ STATE OF FAX: 407.299919153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAYINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGRE PON IBI ITY SCOMPO i FAG. 1.00 COMPONENT FOR ANUS COMPONENT DESIGNBUILDING SIS THE THE O i;•• R1O.`` CERTIFICATE OF AUTHORRATION 49210[IF RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 0 i ` ACING