Loading...
HomeMy WebLinkAbout111 Calabria Springs Cove - BR02-000728 - SFH (A)PERMIT ADDRESS I (CAioJj,-11;, CONTRACTOR ADDRESS nv',, PHONE NUMBER/ PROPERTY OWNER 60341-MIR PHONE NUMBER 114- ELECTRICAL CONTRACTOR Uyt <F MECHANICAL CONTRACTOR PLUMBING CONTRACTOR r MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT# PERMIT DESCRIPTION <7 PERMIT VALUATION 3(o, ck'-t SQUARE FOOTAGE _= sue% DATE Qis is t VI;Tl at the bui ldir aca. ed ... for which permit has heretofore been issued on -3/=' has been completedaccording to plaza 'and specifications filed in the office of the Building `Offs i erl prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with. -the provisions of these regulations. Subdivision Regulations Apply Yam No DAU AUEML DATE BUILDING: FIRE: inaled Inspected i Inspected s Water g Sewer Lines In ' Limes In;, deter f Sewer Set Tap Reclaimed Watery ENGINEERING Street Drainage Paved Maintenances Bond PUBLIC WORKS Street Name Street YYgns Lights i 4 Signs Storm Sowor Street Work I DATE AMQUNT. WATER -SEWER IMPACT FEES... 01--APPL TN FEE -ELECTRIC 3/ i'/ 10.00 01--APPL TN FEE EC I i 3,/d /Cif i J .'t+ 01-APPL T FEE -MECHANIC 5/14/02 10.00 01.•-APPL T FEE -PLUMBING 3/18/02 10.00 01-PLA. - ' EXTRA SETS 3/04/02 4500 i 02 -E GNG DEVLP T FEES 3/04/02 lei 0 s ii- +'IRE IMPACT - RESIDENT 3/04/02 59.27 01-LIBRARY IMPACT FEE 3/0./ : i f f t PAGE: 2 This is to certify that the building located at f or which permit D2,--QQD_0D22j3— has heretofore been issued on -Z/AW-Q2 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as -- complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. Subdivision Regulations Apply: Yes— No 01-OPEN SPACE 4/08/02 279.61 01-POLICE IMPACT - RESID 3/04/02 91.93 01-RADON' GAS TAX FEE 3/04/02 11.94 01-ROAD IMPACT FEES 3/04/02 87.00 01- RECOVERY FD/CERT. PGM. 3/04/62 11®9-5 01- SCHOOL IMPACT FEE 3/04/02 1384.00 WD IMPACT: SINFAMILY 3/04/02 650.00 SD IMPACT: SINGLE FAMILY 113/04/02 1700.00 k BUILDING OFFICIAL WE Fema Rec'd j Slab Rec'd Inspector App' d t> r- .c VZ REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE"" DATE 1'-T 0-?- PERMIT # (D q-- -'0 ADDRESS Ik C SUBDIVISION ( - Q— CONTRACTOR The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering I---- Public Works Utilities Conditions: (to be completed only if approval is conditional) ejzs5 Fema Rec'd Slab Rec'd Inspector App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE""" DATE02- PERMIT # D D R E S S1 • 1) SUBDIVISION I The Building Division has received a request for a final inspection and aCertificateofOccupancyfortheabovereferencedaddress. We would appreciate a final inspection of the site by your department. Approval by your departmentwouldresultinagrantingaC.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Public Works t', Srr m.,g 6•/'z. Utilities Conditions: (lo be completed only if approval is conditional) Fema Rec'd Slab Rec'd Inspector App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE"" DATE PERMIT# ADDRESS 6ve, SUBDIVISION CONTRACTOR' w . . I The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your departmentwouldresultinagrantingaC.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.00.O./C.C. CHECKt.IST - UTIUTIES DEPI, Thank you for your cooperation. Request ReceWedl 1 ,f'_ Lio Lh3Frty IMWW INITIALS DATE Engineering Public Works Utilities C nd Ions: (to be completed only if approval is conditional) r_ 17-0e) 1 A z. e *-S e9 A - _ % 1) Z- Utility Inspector's Finall ____------ F' FP CleaTa- nce - Water---------- F-1,1-P Clearance - Sewer---------- ritj, SeRtices Easements ---------- nonce Pond (10% - 2yr)---------- Fema Rec'd Slab Rec'd Inspector App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE"" DATE PERMIT # ADDRESS Ilk SUBDIVISION t1cL, 60V2, ; CONTRACTOR fLt v The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.00.O./C.C. CNECKUST - Uiii.lTlES DEPT. Thank you for your cooperation. Engineering Public Works Utilities Conditions: (lo be completed only if approval is conditional) Request Reteived _/ ? _To Uffq h tts ATE Utility Inspector's Final _ _-_-- '(-,zi/8'' FDEP Clearance - Water ------------------- FDEP Clearance - Sewer ---------- ---------- City Services Easements-------------------- Mainienance Bond (10% - 2yr) __________ __________ c= Za CITY OF SAN FORD MECHANICAL PERMIT APPLICATION Permit Numbe&2'—'klDater/ 2_. The undersigned hereby applies for a permit to install the following equipment: Owners Name: Address of Job: Mechanical Con Residential Non -Residential State License Number w ••` 1 1 CITY OF SANFORD PERMT APPLICATION e Permit No.: T% $ Date: C Job Address: 1 1 1 a cx10 - 6 y rh.., C v V E..... Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: SF R Additional Information for Electrical & Plumbing Permits Electrical: _ Addition/Alteration ,Change of Service _Temporary Pole _New AMP Service (# of AMPS ) Plumbing/ Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/ Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: Residential Commercial — Industrial Type of Construction: 'E;"F& C K U Flood Zone: Total Sq Ftg: Value of Work: S `13 Number of Stories:_ Number of Dwelling Units: Parcel No.: --5 a - 1`- - -a) C) - S 1._.y - 0 C) 0 0 - -) 3 2 -) (Attach Proof of Ownership & Legal Description) Owner/ Address/Phone:jraazx - %eta-Y, s r IS 1J 1NeS'1-VY-.- ,. •r l Tl 1 =:% Contractor/ Address/Phone: nQ_ 3-t>9- L411 State License Number: Contact Person: Phone & Fax Number: ypll 1 tG Title Holder (If other than Owner): i A Address: tQ A Bonding Company: IQ 'N' Address: Mortgage Lender: )J Address: Architect/ Engineer i-i-r r e 1 - / cn Phone No.:? -? a -S y y Address: E %O e a c L yl • .S j2 + L 3,;0 1 `Fax No.: 40.3--(aka - U 0`1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. O , L c.sb-1 l -off, • Signature Own gent Date Signature Con ctor/Agent Date t' s Name int !Vgent' s Name Signa otary-State of Florida Date Sign -State of Florida Date to D. A CLARK lej(l FloD. A. CLARK MY Comm Exp. 6/27103 TARvoMyCommExp. 4/271 03850049 PueucANo. 50099 ,y , 1 I.D. Known 1100.I.D. Own Me or Contractor/Agent is ersonally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: G. l% Date: Special Conditions: C CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: 0Z - -7 E) Date: l a The undersigned hereby applies for a permit to install the following electrical: Owner's Name: Address of Job: ( (",;(?i(C { diC' -SPci( o,:, eUGQ- Electrical Contractor: `_ ! 5; (4r,' C n ,t<, P n, rjq r Residential: Non -Residential Number Amount Addition, Alteration, Repair (Residential & Non -Residential) New Residential: 1 F AMP Service New Commercial: AMP Service Change of Service: I I j From AMP Service to AMP Service Manufactured Build Other: on of Work: jApplication Fee: I 1 $10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature Slate License Number CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number. O--Iae Date: The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: f 'C. Address of Job: Plumbing Contractor: Residential:_ Non -Residential: Number Amount Addition, Alteration, Re it(Residential & Non -Residential) New Residential: One Water Closet Additional Water Closet Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Plumbin Code. Appli ign Lure State License Number Ae • Herx & Associates Inc. 455 Douglas Avenue Suite 1455 Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) June 11, 2002 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 32 Calabria Cove 111 Calabria Springs Cove To Whom It May Concern, The finished floor elevation of the structure located at: 111 Calabria Springs Cove, Sanford, Florida Legal Description: Lot 32, "Calabria Cove", according to the Plat thereof, as recorded in Plat Book 60 At pages 8 through 10, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates Inc. rDarae L. Przemieniecki , S.M Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 or It, NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION I ,For Insurance Company Use: I BUILDING OWNER'S NAME Policy Number Beazer Homes BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 111 Calabria Springs Cove CITY STATE ZIP CODE Sanford Florida 32772 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 32 "Calabria Cove" Plat Book 60, Pages 8 through 10 Seminole County, Florida. BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 11 GPS (Type7—________________ or ##.####if) 1 X I NAD 1927 1x 1 NAD 1983 II USGS Quad Map I x I Other.____eCord lat_ N/A 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 B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATEI EFFECTIVE/REVISED DATE ZONE(S) Zone AO, use depth of flooding) 12117CO040 E 04/17/1995 N/A W, see comments 47.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. I FIS Profile 1x 1 FIRM 1-1 Community Determined 1—I Other (Describe): 1311. Indicate the elevation datum used for the BFE in 139: I NGVD 19291-1 NAVD 1988 IX I Other (Describe)) Construction Plans —_ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)?1_1 Yes I X I No Designation Date:-- -------B8 Note - Zone Revised Der LOMR case Number 96-04-129P 03/08/1996 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1-_1Construction Drawings* 1__IBuilding Under Construction* 1 X 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, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-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 Elevation reference mark used On -Site TBM_—Does the elevation reference mark used appear on the FIRM? 1-1 Yes X1--1 No a) Top of bottom floor (including basement or enclosure) —__— 57.5 _ ft. b) Top of next higher floor ——_— N/A ft O c) Bottom of lowest horizontal structural member (V zones only)— WA ft. d) Attached garage (top of slab) _ 57_2_ r. E e) Lowest elevation of machinery and/or equipment u, servicing the building 56.9 _ f*.. .a I ©/ f) Lowest adjacent grade (LAG) g) Highest adjacent grade (HAG) _ 56.9-- ft h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade _,N/A t.x i) Total area of all permanent openings (flood vents) in C3h _ N/A sq. in. (sq. cm) 1.1...,.nal surveyor & Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFIUTION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME Darae L. Przemieniecki LICENSE NUMBER PSM 0006030 - Florida TITLE Professional Surveyor & Mapper COMPANY NAME Herx & Associates Inc. ADDRESS 455 Douglas Ayerae S 11 1455 CITY Altamonte Springs STATE FL ZIP CODE 32714 11BIG I A 1 \iJ 1 A. 1Y, L 0Iq I t/ JV"1 DATE June 11,2002 TELEPHONE 407-788-8808 PPAAA Firm R1-St1 Al Ir. 001 f \ CFI- RF\/FRCP= RIM: Pr)R r:r1NTIN1 IATIr1N RFPI Ar`FC Al I PRF\nr1I IC ;:nlTIr1NC IMPORTANT: In these spaces, copy the corresponding information from Section A. For insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number . 111 Calabria SDrinas Cove CITY STATE ZIP CODE I Company NAIL Number Sanford Florida SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. NGVD datum assumed from on -site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Flood Zone "X" is according to the Letter of Map Revision, Case Number 96-04-129 P, Dated March 8,1996. I__I 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 E3./f the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Numbe; /A (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 I N%_1 ft.(m)1N-/- _lin.(cm) 1-_I above or r-1 below check one) the highest adjacent grade. E3. For Zone AO only. If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? [--_I Yes 1-_1 No %I Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without FEMA-issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance casomplete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1__1 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. I-1 A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BF6} Zone AO. G3. lei The following information (Items G4-139) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: 1__1 New Construction 1-1 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 I__I Check here if attachments FFKAA Fnrm R1-11 Al Ir. QQ RPM Ar:FR Al I PRF\/101 IC PNTIr1NC LIMITED POWER OF ATTORNEY DATE: -1 i - o c I HEREBY NAME AND APPOINT: ANGELO SANTIAGO and AMY CONDON EACH AN AGENT OF: BEAZER HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: y, FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION:ti ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARCUS L. WATTERS. JR. NAME OF CONTRACTOR.) SIGNATURE OF C RACTOR. STATE CERT. # CBC 053044 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this: DATE: r BY: MARCUS L. WATTERS, JR. Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNT ORANGE. SIGNATURE OF NOTARY: F Flo D. X CLARK V, OTAQY o My Comm Exp.. (03 N vuuuc C 850099 11 rnaM Known I 1 Omer 1 0. NOTARY SEAL. Permit Number: Prepared By Amy Condon, BEAZER HOMES and 215 N. Westmonte Drive Return To: Altamonte Springs, FL 32714 NOTICE OF COMMENCEMENT. State of Florida County of Seminole NARYANNE NORSE9 CLERK OF CIRCUIT COURT SENINOLE COUNTY BK 04326 PIS 0346 CLERK' S II 2002831841 RECORDED OL/1+/M 10146o57 AN RECORDINS FEES 6.00 RECORDED BY N Nolden The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. l . Description of property: Lot Number Legal Description Co lu ,. ; p, o Ye r , according to the plat thereof, as recorded in Plat Book tea pages LQ , of the public records of Seminole County, Florida. Street Address S D r I LjQ,2 (aA '^4-- 2. General description of improvements: New single family residence 3. Owner Information: Name Beazer Homes Address 215 N. Westmonte Drive Altamonte Springs, FL 32714 Tel. Number 407-339-4114 4. Fee Simple TitleHolder: N/A 5. Contractor: Name Address Tel. Number 6. Surety: N/A 7. Lender: N/A Marcus L. Watters, Jr. 215 N. Westmonte Drive Altamonte Springs, FL 32714 407-339-4114 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. Date Signed:' ' QjA Signature of Owner's Agent, Amy Condon: 1 ti Lposcribed before me this 1 day of 200`.gy AmyiCondon, who is ersoto me. ary: Notary Seal: a{ i ry, l tg i PY iV,Ap gRSE LF"l, OF C -CU i 0OURT SEMINOLE COUNTY. FLORIDA DEPt17Y 6L K 2002, r o D. A CU s M Comm . N27/03 PUBLICptARr "u Y 0. ci 850099 aey *W-Vn 1100- I.D. Seminole County Property Appraiser Get Information by Parcel Number Page I of I VANE 1 a PARCEL DETAIL Map ERROR: Parcel not found Map ERROR: Parcel not found on Map.Content-type: text/html n ap.Content-type: text/htmloM mm"'k towit" GENERAL VALUE SUMMARY Parcel Id: 32-19-30-5LY-0000- Tax District: S1 -SANFORD0320 Value Method: Market Owner. BEAZER HOMES Don 00-VACANTRESIDENTIAL Number of Buildings: 0 CORP Depreciated Bldg Value: $0 Address: 2" N WESTMONTE Depreciated EXFT Value: $0 DR Land Value (Market): $15,460 City,State,ZipCode: ALTAMONTE Exemptions: - SPRINGS FL 32714 Land Value Ag: $0 Property Address: Just/Market Value: $15,460 Subdivision Name: CALABRIA COVE Assessed Value (SOH). $15,460 Exempt Value: $0 SALES Taxable Value: $15,460 Deed Date Book Page Amount Vaclimp Tax Bill Amount: Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 32 CALABRIA COVE P13 60 PGS 8 THRU 101LOT001.000 15,460.00 $15,460 1 Assessedvalues shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax http://www.scpafl.orglplslweblre—web.seminole—county_jitle?PARCEL=3219305LYOOO0032... 2/10/02 Herx & Associates Inc. L a n d S u r v e y i n g 455 Douglas Avenue Suite 1455, 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 L 1 N 89°40'49-W L 2 S 89°45'58"E KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 & 28 L2 LOT 32 A' GRADING 9. 137 50. FT. 10 Z O Oo CAA10. T ODP°o n 40.0 NLOT33CmRl rnn MODEL FP-41 rnA.B.0 6 D ti as ONE STORY RESIDENCE 6 FIN F1 EIEv. 57.5 e d 285.37' ' L I rnnb. in nm mm c T l?IA N) w w DISTANCE 60.00' 60.00' LOT 31 FINISI--lt•~L: ."i_OOR ELEVATIONS" Must meet city conies for finished floor / slab elevations or provide elevations approved by city engineering crept. for subdivision elevations to prevent flooding 10.0 CITY OF SANFORD SETBACKS: In Front 25' Rear 45' Side 7.5 ' Corner 25' PJ IMPERVIOUS 00 u, N / 4 P C. P. CIL CALABRIA SPRINGS COVE 50 ' R/W) TRACT F PRIVATE ROAD. DRAINAGE & UTILITY LEGAL DESCRIPTION.' Lot 32, ' CALABRIA COVE - accordng to the Plot thereof as recorded in Plot Book 60. or pages 8 - 1 0 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon bes within Flood Zone -X-. accordinq to the Federal Emergency Managqement Agency Letter or MaiRevision7LOMR) Case Number 96-04- 12 9 P. Doled March 8. 1 9 9 6. General Notes: Proposed1. This is a BOUNDARY Survey performed In the field on P 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference In elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search ofthe Public Records has been made by this office. 6. The legal description shown hereon is as fumished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or X"iron rod with red plastic cap marked "Witness Comer" unless otherwise noted. O Denotes P.C.P. (P-linnanent cor,tripoint) Denotes Perm -,,lent Reference Monutront Certification: Not valid without tha sibnsture and the original raised seal of a Florida Ilc-used Survall((QQ and UThissurveymeatsrharoqulrelngisofhe Flo i Minimum Technical SFa1i Ua(ds as contained /nrChap 61 17.6 F do Administrative Code. Darae L. Prremienleckl, P.S.M. Registered S liveyor and Mapper No, 6030 William R. Herx, P.S.M. Registered Survevo,i((,./lnd Mapper No, 6092 Herx d Associates Inc., State of Flodde LB 4937 SITE DATA WERVIOUS SO. FT " 327 LOT S0. FT. AREA - 2.986.9 SO.. FT. REFERENCED BEARINGN89°4049 w 954.46' veep. EASEMENT Note: Bearingqs shown hereon ore referenced to the CIL of CALABRT4 SPRINGS COVE as being N 89°40'49 W. Vertical datum is based on NGVD per Engineering construction plans by Burkett Engineering, Inc. Pro/ect No. 9709 3 1. Legend Temporary Benchmark O'S Offset assumed datum) O.R B. Orrcial Records Book BOW Back orsidewalk Pa Plat Book CJL Centedine PC Point ofCurvature d Central or (Delta) Angle FCC. Point of Compound Curvature CALL Calculated P.C.P Permanent ControlPoint CB Chord Bearing PG. Page CD Chord P.R.M. Permanent Reference Monument C.M. Concrete Monument Pn Property Line EL. or ELEV Elevation (Proposed) P O. B. Point ofBeginning FINAL EL. Elevation (Measured) P O. C. Point of Commencement FD. Found P 1 Point of Intersection Fin.Ff. Elev. Finished Floor Elevation PRC. Point ofReverse Curvature I.P. Iron Pipe PT Point or Tangency I.R. Iron Rod R Radius L Arc Length RAO Radial Line L8 Licensed Business RES. Residence LS. Land Surveyor R/W Right -of -Way Mae Measured TBM Temporary Benchmark WD(NdD) Nall and Disk TYP. Typical N. R. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) Sketch of Lego/ Description This is not o Survey Drorn by: CM Checked by: DP Prepored For: BEAZER Job Number: 01-005-02 Scale : 1 30' Plot pion performed: 02-04-02 on Survey: FoundoliFinal Survey: Revision3 . FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION t Florida Department of Community Affairs io Residential Whole Building Performance Method A Project Name: FP41 Builder: BEAZER Address: Ikt Permitting Office:,,_. City, State:l Permit Number: Uy Owner:. ,_.. Jurisdiction Number: Climate Zone: (.Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, ifmulti -family I _ 4. Number of Bedrooms 3 _ b. NIA 5. Is this a worst case? Yes _ Conditioned floor area (ft2) 1934 ft2 c. N/A 7. Glass area & type a. Clear - single pane 2 11 .0 112 13. Heating systems b. Clear - double pane 0.0 ft2 a. Electric Heat Pump c. TinVother SC/SHGC - single pane 0.0 ft2 _ d. TinVother SC, SHGC - double pane 0.0 ft2 b. NiA 8. Floor types a. Slab -On -Grade Edge Insulation R--0.0, 222.0(p) ft _ c. N.!A b. NIA c. NIA 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int Insul, Exterior R=3.0, 1025.0 ft2 _ b. Frame, Wood, Exterior R=11.0, 171.0 112 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 534.0 ft2 _ d. N/A c. Conservation credits e. NIA HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2057.0 ft2 _ 15. HVAC credits b. NIA CF-Ceiling fan, CV -Cross ventilation, c. NIA HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft RB-Attic radiant barrier, b. N/A NIZ-C-Tfultizone cooling, hiZ-H-Niultizone heating) Glass/Floor Area: 0.11 Total as -built points: 25162.00 PASSTotalbasepoints: 27497.00 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: PETE DAVIS DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: • ----1,_- DATE: - l`- Cap: 42.0 kBtu,`hr _ SEER:10.00 _ Cap: 42.0 kBaOir _ HSPR 7.20 _ Cap: 50.0 gallons _ EF: 0.86 _ Review of the plans and •1M sr specifications covered by this _ TFo calculation indicates compliance with the Florida Energy Code. IF - Before construction is completed -- - this building will be inspected for ' compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCNA-200) FORM 60OA-97 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 1934.0 42.08 14648.0 Single, Clear SE 1.0 7.0 32.0 56.64 0.99 1785.4 Single, Clear NE 1.0 8.0 32.0 43.65 0.99 1383.0 Single, Clear NE 2.0 11.0 7.0 43.65 0.97 295.2 Single, Clear S 1.0 7.0 9.0 44.66 0.97 390.1 Single, Clear E 1.0 7.0 9.0 59.31 0.98 524.9 Single, Clear SE 1.0 7.0 18.0 56.64 0.99 1004.3 Single, Clear SW 1.0 6.0 MO 52.82 0,96 813.6 Single, Clear SW 8.0 8.0 36.0 52.82 0.52 981.0 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear NW 1.0 6.0 16.0 37.74 0.97 586.5 Single, Clear NW 1.0 7.0 20.0 37.74 0.99 744.1 As -Built Total: 211.0 9321.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 534.0 0.7 373.8 Concrete, Int Insul, Exterior 3.0 1025.0 1.40 1435.0 Exterior 1196.0 1.90 2272.4 Frame, Wood. Exterior 11.0 171.0 1.90 324.9 Frame, Wood, Adjacent 11.0 534.0 0.70 373.8 Base Total: 1730.0 2646.2 As -Built Total: 1730.0 2133.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1934.0 0.60 1160A Under Attic 19.0 2057.0 1.10 2262.7 Base Total: 1934.0 1160.4 As -Built Total: 2057.0 2262.7 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 222.0(p) -31.8 7059.6 Slab -On -Grade Edge Insulation 0.0 222.0(p) 31.90 7081.8 Raised 0.0 0.00 0.0 Base Total: 7059.6 As -Built Total: 7081.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1934.0 14.31 27675.5 1934.0 14.31 27675.5 EnergyGauget) DCA Form 60OA-97 EnergyGauge(WFIaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT #: BASE AS -BUILT Summer Base Points: 39196.3 Summer As -Built Points: 34499.0 Total Summer X System Points Multiplier Cooling Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit = Multiplier Cooling Points 39196.3 0.3677 14020.2 34499.0 34499.0 1.000 1.00 1.048 1.048 0.341 0.341 1.000 1.000 12328.8 12328.8 EnergyGaugeT" DCA Form 60OA-97 EnergyGauge(P/RaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Points 18 1934.0 4.79 1667.3 Single, Clear SE 1.0 7.0 32.0 8.34 1.01 270.8 Single, Clear NE 1.0 8.0 32.0 12.00 1.00 384.0 Single. Clear NE 2.0 11.0 7.0 12.00 1.00 84.0 Single. Clear S 1.0 7.0 9.0 7.73 1.00 69.6 Single, Clear E 1.0 7.0 9.0 9.96 1.01 90.2 Single, Clear SE 1.0 7.0 18.0 8.34 1.01 152.3 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SW 8.0 8.0 36.0 9.22 1.33 440.8 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear NW 1.0 6.0 16.0 12.23 1.00 195.3 Single, Clear NW 1.0 7.0 20.0 12.23 1.00 244.2 As -Built Total: 211.0 2229.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM Points Adajcent 534.0 1.8 961.2 Concrete, Int Insul, Exterior 3.0 1025.0 3.80 3895.0 Exterior 1196.0 2.00 2392.0 Frame, Wood, Exterior 11.0 171.0 2.00 342.0 Frame, Wood, Adjacent 11.0 534.0 1.80 961.2 Base Total: 1730.0 3353.2 As -Built Total: 1730.0 5198.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1934.0 0.60 1160.4 Under Attic 19.0 2057.0 1.00 2057.0 Base Total: 1934.0 1160.4 As -Built Total: 2057.0 2057.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 222.0(p) 1.9 421.8 Slab -On -Grade Edge Insulation 0.0 222.0(p) 2.50 555.0 Raised 0.0 0.00 0.0 Base Total: 421.8 As -Built Total: 555.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1934.0 0.28 541.5 1934.0 0.28 541.5 EnergyGauge(D DCA Form 60OA-97 EnergyGauge&FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:... PERMIT #: BASE AS -BUILT Winter Base Points: 6391.6 Winter As -Built Points: 9766.4 Total Winter X System = Points Multiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit = Multiplier Heating Points 6391.6 1.0730 6786.2 9756.4 9766.4 1.000 1.00 1.073 1.073 0.474 0.474 1.000 1.000 4962.4 4962.4 EnergyGaugeT" DCA Form 60OA-97 EnergyGaugeCgNFIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS:. , . PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14020.2 6786.2 7692.0 27497.4 12328.8 4962.4 7870.9 26162.1 EFPASS:] EnergyGaugeT" DCA Form 60OA-97 EnergyGauge(WIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/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 606A.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 606A.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 s ace tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavitybetween 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 as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 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 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge"-I DCA Form 60OA-97 EnergyGaugeOFIaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE'S = 82.0 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family 1 4. Number of Bedrooms 3 _ b. NIA 5. Is this a worst case? Yes _ 6. • Conditioned floor area (112) 1934 Rz c. N/A 7. Glass area & type a. Clear - single pane 211.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 - a. Electric Heat Pump c. TinVother SC/SHGC - single pane 0.0 ftz d. Tint/other SC/SHGC - double pane 0.0 ft2 b. NiA 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 222.0(p) ft c. NiA b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int Insul, Exterior R=3.0, 1025.0 ft2 b. Frame, Wood, Exterior R=11.0, 171.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 534.0 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=19.0, 2057.0 ft2 _ 15. H VAC credits b. NIA 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 R RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the aboNv energy sm ing 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: Cityi'FL Zip: Cap: 42.0 k13tu/ht SEER: 10.00 Cap: 42.0 kBtu/hr _ HSPF: 7.20 Cap: 50.0 gallons _ EF: 0.86 sA'OTE: The home's estimated energy performance score is only available through the FL+RES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA DOE EnergyStarrmdesignation), your home mqj qualifyfor energy efficiency mortgage (EE1f) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the EnerD, Gauge web site at rr-•x'w.fsec. ucf editfor information and a list of certifiedRaters. For information about Florida's Energy Efliciencv, Code For Building Construction, contact the Department of Communih, Affairs at 850148-1824. EnergyGaugeCu ( Version: FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: calfp33.bld For: BEAZER HOMES By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 WINTER DESIGN CONDITIONS Outside db: Inside db: Design TD: 38 Deg F 7 o Deg F 32 Deg F HEATING SUMMARY Bldg. Heat Loss 34272 Btuh Ventilation Air 50 CFM Vent Air Loss 176o Btuh Design Heat Load 36032 Btuh INFILTRATION Method Construction Quality Fireplaces Area (sq.ft.) Volume (cu.ft.) Air Changes/Hour Equivalent CFM Simplified Average 0 HEATING COOLING 1934 1934 15472 15472 0.8 0.4 207 103 HEATING EQUIPMENT SUMMARY Make TRANS Model Type Efficiency / HSPF Heating Input Heating Output Heating Temp Rise Actual Heating Fan Htg Air Flow Factor Space Thermostat 6.80 0 Btuh o Btuh 0 Deg F 1200 CFM 0.035 CFM/Btuh 02/10/98 Job# FP- 41 INVERNESS Wthr Orlando AP FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 75 Deg F Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 Grains Water 44 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 26007 Btuh Ventilation 990 Btuh Design Temp. Swing 3.o Deg F Use Mfg. Data n Rate/Swing Mult. 1.00 Total Sens Equip Load 26997 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1152 Btuh Ventilation 1496 Btuh Infiltration 3092 Btuh Tot Latent Equip Load 5741 Btuh Total Equip Load 32738 Btuh COOLING EQUIPMENT SUMMARY Make TRANE Model Type COP/EER/SEER Sensible Cooling Latent Cooling Total Cooling Actual Cooling Fan Clg Air Flow Factor Load Sens Heat Ratio 10.00 35200 Btuh o Btuh 3520o Btuh 1200 CFM 0.046 CFM/Btuh 86 MANUAL J: 7th Ed. RIGHT-J: Vl 3.0.12 S/N 10338 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATiONPROCEDURESA, B, C, D Job #: FP- 41 INVERNESS File name: calfp33.bld 02/10/98 Zone: Entire mouse Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 0.8 AC/HR x 15472 Cu.Ft. x 0.0167= 207 CFM 2. Winter Infiltration Btuh 1.1 x 207 CFM x 32 Winter TD = 7276 Btuh 3. Winter Infiltration HTM 7276 Btuh / 267 Total Window = 27.3 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0.4 AC/HR x 15472 Cu.Ft. x 0.0167 = 103 CFM 2. Summer Infiltration Btuh 1.1 x 103 CFM x 18 Summer TD = 2046 Btuh 3. Summer Infiltration HTM 2046 Btuh / 267 Total Window = 7.7 HTM and Door Area Procedure C - Latent Infiltration Gain 0.68 x 44 gr.diff. x 103 CFM = 3092 Btuh Procedure D - Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 Summer TD 990 Btuh Sensible Load for Structure (Line 19) 26007 Btuh Sum of Ventilation and Structure Loads 26997 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 26997 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 5o Vent.CFM x 44 gr.diff. 1496 Btuh Internal Loads = 230 x 5 No. People 1152 Btuh Infiltration Load From Procedure C 3092 Btuh Equipment Sizing Load - Latent 5741 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10338 Printout certified by ACCA to meet all requirements of Manual Form 1 0 caifp33 Job# =P- 41 INVERNESS Zone: Entire House 02/10/98 IAAlllwl 1. 'f,L1 ol!_llT 1. c/Al.n n yV I Name of Room EntireAHouse LAUN LIV/DIN KIT/NOOK 2 Running Ft. Exposed Wall 200.0 Ft. 6.0 Ft. 62.0 Ft. 22.0 Ft. 3 Room Dimensions, Ft. I 0.0 1. 10.0 x 6. 0 Ft. 24.0 x 22.0 Ft. 2o. 0 x 18. o Ft. 4 Ceiings, Ft Condit- Option 8.0 d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CS 14TM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 145 4.6 2.1 1296 0 320 96 Exposed b 12C 2.9 1.9 96 0 0 96 Walls and c 13C 3.2 1.2 224 srs• 48 176 sr. sr. 0 rs Partitions d 0.0 0.0 0 rr•• 0 0 rr•• 0 r•• r• e 0.0 0.0 0 r•• 0 rr• rrr 0 r•r 0 rrrr f 0.0 0.0 0 rrr• rr•r 0 rr rrr 0 r•• 0 rr• 6 Windows and a 1C 37.0 175 6468 0 0 75 2772 26 961 Glass Doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating C 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0•"' 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 r• 0 0 0 0 7 Windows and North 22.2 78 1728 0 0 25 578 10 226 Glass Doors NE/NW 0.0 0•"' 0 0 0 0 0 0 0 Cooling E/W 59.4 127 7543 0 0 41 2727 0 0 SE/SW 49.0 13 614 0 0 0 0 13 614 South 32.0 12 375 0 0 9 273 3 102 Hors 0.0 0 0 0'"• 0 0 0 0•"' 0 8 Other doors a 101) 14.7 9.9 20 294 199 0 0 0 20 294 199 0 0 0 b 10G 21.4 14.5 18 386 260 18 386 260 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1047 4825 2156 0 0 0 225 1037 463 70 323 144 Exposed b 12C 2.9 1.9 96 276 187 0 0 0 0 0 0 96 276 187 Walls and C 13C 3.2 1.2 206 649 241 30 95 35 176 554 206 01 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2242 3802 4991 60 102 134 528 895 1175 360 611 801 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 200 5184 0 6 156 0 62 1607 0 22 570 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Ibc 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 27.3 7.7 267 7276 2046 18 491 138 95 2589 728 26 709 199 13 Subtot Btuh Loss=6+8.,+11+12 31157 1228 9749 3449 14 Duct Btuh Loss 10' 3116 10' 123 10 975 10° 345 15 Total Btuh Loss = 13+14 34272 sss s•s 1351 10724 3794 16 Int. Gains: People as 300 5 1503 0 0 1 402 0 0 Appl. t 1200 2 1800 1 600 0 0 1 1200 17 Subtot RSH Gain=7+8..+12+16 23643 1167 6751 3474 18 Duct Btuh Gain 10° 2364 10`••• 117 10` 675 10° 347 19 Total RSH Gain=(17+18)•PLF 1,00 26007 1.00 1284 1.00 7426 1.00 3821 20 CFM Air Required 1200 1200 1 47 59 1 375 343 133 176 Printout certified by ACCA to meet all requirements of Manual J Form calfp33 Job# --P- 41 INVERNESS Zone: Entire House 02/10/98 AA Al11A1 1•'1, L. f_ DIP_I!T_1• CMtA V Name of Room FAH BR4 BR3 B?H2 2131 Running Ft. Exposed Wall 30. o Ft. ( 14 . o Ft. 22.0 Ft. 0.0 Ft. Room Dimensions, Ft. 18 . o x 17.0 Ft. 16.0 x 14.0 Ft. I 12.0 x 12.0 Ft. 10.0 x 6. 0 Ft. 4 Ceiings, Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CSI HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Cig Length Htg Clg 5 Gross a 14 B 4.6 2.1 240 112 17 6 0 Exposed b 12C 2.9 1.9 0 0 0 0 Walls and c 13C 3.2 1.2 0 r••• 0 0 0 r• Partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 r• f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 16 591 16 591 0 0 Glass Doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 22.2 0 0 0 0 0 0 0 0 Glass Doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling E/W 59.4 54 3024 16 896 16 896 0 0 SE/SW 49. 0 0 0 0 0 0 0 0 0 South 32.0 0 0 0 0 0 0 0 0 Hors 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.91 0 0 0 0 0 0 0 0 0 0 0 0 b 10G 21.4 14.5 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 186 857 383 96 442 198 160 737 329 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 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 306 519 681 224 380 499 144 244 321 60 102 134 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 30 778 0 14 363 0 22 570 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 27.3 7.7 54 1472 414 16 436 123 16 436 123 0 0 0 13 Subtot Btuh Loss=6+8..+11+12 5621 2213 r• 2579 102 14 Duct Btuh Loss 109 562 10° 221 10° 258 100 10 15 Total Btuh Loss = 13+14 6183 2434 2837 112 16 Int. Gains: People rai 300 3 801 0 0 0 0 0 0 Appl. n 120o 0 0 0 r• 0 0 r••• 0 0 r• 0 17 Subtot RSH Gain=7+8..+12+16 5303 1715 1669 134 18 Duct Btuh Gain 10,"" 530 10 171 100 167 100 13 19 Total RSH Gain=07+18)'PLF 1.00 5833 1.00 1886 1.00 1836 1.00 20 CFM Air Required 216 269 1 85 87 99 85 4 7 Printout certified by ACCA to meet all requirements of Manual J Form calfp33 Job# FP- 41 INVERNESS Zone: Entire House 02/10/98 I Name of Room y M/BTH BR2 M/BR 2 Running Ft. Exposed Wall 0.0 Ft. 14.0 Ft, 30.0 Ft. Ft. 3 Room Dimensions, Ft. 14.0 x 12. o Ft. 14.0 x l o . 0 Ft. 18.0 x 14.o Ft. x Ft. 4 Cciings, Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CS1 HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length litg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.6 2.1 0 a" 112 240 sa Exposed b 12C 2.9 1.9 0 0 0 Walls and C 13C 3.2 1.2 0 saar Sara 0 rrar rrra O rasa rarr a sr r a• Partitions d 0.0 0.0 0 ar 0 rrrr o ar rarr rrra araa e 0.0 0.0 0 ar 0 rraa rr r 0 rrrr rra• rasa rarr f 0.0 0.0 0 rrrr roar 0 rasa rrr 0 araa rrrr rar rrs 6 Windows and a 1C 37.0 0 0 16 591 26 961 Glass Doors b 8C 37.0 0 0 0 0 0 0 Heating c 9C 38.7 r 0 0 0 0'"' 0 0 d 0.0 0 0 0 o 0 0 e 0.0 0 0 0 0 0 0 a'• f o.0 r 0 0'"• 0 0 0 0 arar 7 Windows and North 22.2 0 0 16 352 26 572 Glass Doors NE/NW 0.0 0 0 0 0 0 0 Cooling E/W 59.4 0 0 0 0 0 0 SE/SW 49.0 0 0 0 0 0 0 South 32.0 0 0 0 0 0 a"' 0 Hoa 0.0 0 rraa 0 0 0 0 0 rar' 8 Other doors a lOD 14.7 9.9 0 0 0 0 0 0 0 0 0 b lOG 21.4 14.5 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 96 442 198 214 986 441 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 0 0 0 01 0 0 0 0 0 Partitions d 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 C 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 168 285 374 140 237 312 252 427 561 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 14 363 0 30 778 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 27.3 7.7 0 0 0 16 436 123 26 709 199 13 Subtot Btuh Loss=6+8..+11+12 285 2070 3861 14 Duct Btuh Loss 10° 28 10° 207 a'•' 100 386 15 Total Btuh Loss = 13+14 a 313 a•'a 2277 4247 a' 16 Int. Gains: People rQr 300 0 0 0 0 1 300 Appl. @ 1200 0 a•'• 0 0 a 0 0 0 17 Subtot RSH Gain=7+8..+12+16 araa 374 984 2073 18 Duct Btuh Gain lo° 37 10° 98 100 207 19 Total RSHGain=(17+18)•PLF 1.00 411 1.00 1082 1.00 2280 20 CFM Air Required 11 19 a 80 50 I Printout certified by ACCA to meet all requirements of Manual J Form MANUAL J: 7th Ed. RIGHT-1: V 3.0.12 S/N 10338 RIGHT-J WINDOW DATA Job #: FP- 41 INVERNESS File name: calfp33.bld 02/10/98 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LAUN LIV/DIN a n s a c n n d y 1 90 1.0 1.0 1.0 6.0 32.0 32.0 23.5 a n e a c n n d y 1 90 1.0 1.0 2.0 6.0 56.0 28.0 0.0 a n e a c n n n y 1 90 1.0 2.0 4.0 6.0 89.0 6.0 0.0 a n e a c n n n y 1 90 1.0 2.0 1.0 3.0 89.0 9.0 2.0 KIT/NOOK a n sw a c n n d y 1 90 1.0 1.0 1.0 6.0 49.0 7.0 0.7 a n se a c n n d y 1 90 1.0 1.0 1.0 6.0 49.0 7.0 0.7 a n s a c n n d y 1 90 1.0 1.0 1.0 6.0 32.0 12.0 8.8 FAM b n w a c n n b y 1 90 1.0 1.0 8.0 8.0 56.0 54.0 0.0 BR4 a n w a c n n d y 1 90 1.0 1.0 8.0 6.0 56.0 16.0 0.0 BR3 a n w a c n n d y 1 90 1.0 1.0 1.0 6.0 56.0 16.0 0.0 BTH2 M/BTH BR2 a n n a c n n d y 1 90 1.0 1.0 1.0 6.0 22.0 16.0 0.0 M/BR a n n a c n n d y 1 90 1.0 1.0 1.0 4.0 22.0 16.0 0.0 a n n a c n n d y 1 90 1.0 1.0 1.0 2.0 22.0 10.0 0.0 8' SGD 16 FAhI BR4 IOX6**" 14x8/lwc 1Wc 270 A B- 190 16 MASTEK fKINT BR3 " • •` " IfdX6 1wC Al duct has R-6 insulation value I (' BR2V. X h 12 1OX6/1WC Q 4 4 30 V 1 16 5- 1 10X6/1WC 505- 8X4 51 2 0 10X6/ l! 4- 6 4" DRYER K 12" 10X 10VENTTO2 ROOF CAP 91 T BX 4 8X4 100 1 32 12X6/lWC 60 8 4 M/BR 24X1B 5' PAD RAG PLAT. BY a -DR 3 4O*X40' 6' 1BX12 PLEN. a/c slab by bldr122x6/1WC min 2' from bUq ro0 chasa by pkanbar iL,IV-. " 28cff 6 0. NOT TO SCALE 0 3.0 TONS 230V 1 PH = 0 1OX10 RAG W/3 1/010 WALL STACK 1 OFF FLOOR 16' ABOVE CEILING O 12X12 RAG HI COMBUSTION AIR W/ 16" TOPHAT 0 4" FLUE TO ROOF CAP GU5ToMEK: CALTON HOMES PLAN: FP-33/MONTEREY JOD: DRAWN BY: JF VOLTAC-z : 230 PHASE: j DATE: 12/20/94 Del Air Htg, A/C 4 Ratrigoration, kx 109 Commerce 5t. Lake Mary, Fl— 32746-6206 407) 631-2665 407) 333-2665 00 60 4 3/16 12' 8 410 I' M BLOCK 112' CN FRAME IYTH LUMBER CO TRUSS DIVISION 6363 EDGEWATER DRIVE ORLANDO, FL 32810 407) 238 - 1522 407) 233 - 3153 (FAX) NOTES : it wV40LPG P67MlATTKK TETS FIIt VIER TD ewlpc Fo D MIM np PEmwva YVCM TeaAIIED 2) ALL "Lms @QLcm MJMSMIERVALLEYFMVVG NET BE @PLETELY DEDQD Os Ta" M DETAIL VIC5 a OCTAL FU: ALTE"TE qVMFIEDIMWPIENTS 31 ALL WKERS HLIS26 UNLESS NOTED alP GAL -TON H01VE5 FF41 G W/0 BAY FP41C - FP41"ELEV. C - A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 74 PLF at -1.13 to 74 PLF at 29.80 BC From 4 PLF at -1.13 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 28.67 BC From 4 PLF at 28.67 to 4 PLF at 29.80 REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. W5X4 W2. 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE BUILDING DESIGNER IS RESPONS[B*ffF FFTHE DESIGN OF THELEROOFANDCEILINGDIAPHRAGMS, GABNO` REAR WALLS. AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUS1 PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END, ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. THE ENGINEER OF RECORD SHALL EVALUATE AND APPROVE LOAD MAGNITUDES and LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 6 r- 6 W5X4 10- 0-0 5X4( A1) - 2-0-0 8- 0-0 W3X4 - W5X4 = W2.5X4(A1) = 12- 4-0 _I, 16-4-0 f 7-5-0 1 21-3-0 fE 28-8-0 Over 2 Supports R= 431 W=8" U=200 R=114 PLF W=21.-3-0 U-31.05882 PLF Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.1b7 AK 1 E - Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC L L 20 .0 P S F R E F R 3 52-- 4 2 9 4 0BRACING. REFER TO RIB 91. (HANDLING INSTALLING AND BRACING), PUBLISHED 8Y TPI (TRUSS P(AT! INSTITUTE. 583 D'ONOFRIO OR., SUITE 'DO. MAOI SUN, WI S3719). FOR SAFETY PRACTICES PRTtOR 10 PER ERFORM IMG THESE FUNCI IONS. UNLESS OTHERWISE INO ICATE O, TOP CHORD SHALL HAVE PROPERLY AT AC HIO T C D L 7 . 0 P S F DATE 0 9 / 0 4 / 0 1 STRUCTURAL PANELS. 80110H CHORD SHALL HAVE A PROPERLY ATT AC NEC RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE EMGTNEEREO BC DL 10 .0 PSF D R W HCUSR352 98336024 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO __......_—. ALPINE LTTBUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND SeP 04 '01 BC LL 0.0 PSF HC-ENG STL/WPF 1'i L P 1 N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OEUIGri SPECIE ICATI0 PUBLISHED BY THE AM£R ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE. CONNECTORS ARE NAOE OF YOGA ASTM A653 GRAD GALV. STEEL. EXCEPT' AS NOTED. APPLY CONNECTORS TO T 0 T .I..O . 37 .0 PSF S E O N - 106477 7EACH FACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t T7 -------.-------------- DRAWINGS 1b0AZ. THE SEAL ON THIS DRAW)NG INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P. FIM D U R . FA C . 1.25 FROM XL Alpine EngineeredProducts, Inc. RESPONSIBILITY SOLEIY FOR THE TRUSS COMPONENT DE5l6N SXOYN. THE SO TAB l4ITT AND USE OF THIS r o _ Hain&City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No. 22839 SPACING SEE ABOVE FI,CertifiicateofAuthorization#567 ANSI(TPI 1 1995 SECTION 2. FP41C - FP41 ELEV. C - B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 8Y TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W7 2x4 SP #2: DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 74 PLF at 1.13 to 74 PLF at 41.13 BC From 4 PLF at 1.13 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.13 REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. TRUSS MUST BE DESIGNED TO TRANSFER ALL LATERAL LOADS TO CEILING DIAPHRAM DESIGN AND MATERIALS TO BE SUPPLIED BY OTHERS W5X6 W3X6(A1) = lox 10= W5X8= W5X5= 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL — 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A) SCAB BRACE; SAME SIZE AND GRADE AS WEB MEMBER. LENGTH TO BE MIN. 80% OF WEB LENGTH. ATTACH WITH 16d NAILS @ 4"O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. THE ENGINEER OF RECORD SHALL EVALUATE AND APPROVE LOAD MAGNITUDES and LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. 8-0-0 W3X6(A1) _ R=145 PLF W=19-4-0 U=47.06896 PLF R=1117 W=8" U=9101001-0 0 Sw I< 20-0-0 I 20-0-0 I fF 40-0-0 Over 2 Supports d Note: All Plates Are W2X4 Except As Shown. PLT TYP. Al ine,Wave TPI-95 Design Criteria: TPI STD 18.1b7 AK 1 E - Scale =.125" Ft. WARNING'* TRUSSES REQUIRE EXTREME FARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AMC BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R352(--42942 TO PERF OR MG THESEDFFUNCTIONS UNLESSSUITOTHERWI SE D IMOICATED. TOP CNORDF5NALt SAFETYRATERACTICESPROPERLY ATTAH.HED T C D L 7 . 0 PSF DATE 0 9 / 0 4 / 0 1 STRUCTUR AI PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORIANT" FURNISH A COPY OF THIS DES16N TO THE IN STAtLATIQN CONTRACTOR. AtTIME ENGINEERED B C D L 1 0 .0 PSF D R W HCUSR 352 98336025PMODUCTS. INC. SHALL MOT BE IT SPI) SIBIE FOR ANY DEY IAT[ON FROM THIS DL:S IGX; AN FAILURE TO (/I BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTAtt1YG AND (`l(L( I/ SeP 04 a1 BC LL 0.0 PSF FIC -ENG STL/WMR IN -' BRAC LNG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLECAOLE PROVISIONS Of NOS (NATIONAL DESIGN 1 SP ECIfICAT[ON PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A65I GRAD GALY. STEEL, EXCEPT AS NGTED. APPLY CONNECTORS IO T 0 T . L D . 37 .0 PSF S E O N - 108055 EACH FACE OF TRUSS. AND UNLESS O7HERW ISE LOCAT EO ON THIS DESIGN, POSITION CONNECTORS PER -- DRAWINGS 160 A-Z. 7HE SEAL ON THIS DRAWING INDI%I ACCEPTANCE OF PROFESSIONAL ENGINEERING ;faltl:rP. Fum DUR.FAC. 1.25 FROM XL AlpineEngineeredProducts, Inc. RESPONSIBIt ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SIT N. IHI SUIT A8ILIit kNO USE OF THIS — Haines City, FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No. 22839 SPACING S E E ABOVE FLCertificateofAuthorization #567 ANSIITP[ 1 199S SECTION 2. FP41C - FP41 ELEV. C - B2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS fi DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 J 2 2x4 SP #1 Dense: BOT CHORD 2x4 SP #1 Dense :63, 84 2x4 SP #2: WEBS 2x4 SP #3 PREDICTED HORIZONTAL MOVEMENT IS 0.26" DUE TO LIVE LOAD AND 0.22" DUE TO DEAD LOAD AT ONE SUPPORT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. B) SCAB BRACE; SAME SIZE AND GRADE AS WEB MEMBER. LENGTH TO BE MIN. 80% OF WEB LENGTH. ATTACH WITH 16d NAILS @ 4"O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. W3X1O(F1) 100 MPH WIND, 15.00 FT MEAN HGT, SBCC1, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. W5X6 W2X4 m worts — - W2X4 M W3X8 (61) I-0-0 1 0 0 20-0-0 20-0-0 _I 19-10-4 20-1-12 0-0-0 Over 2 Supports R=1542 W=8" U=710 R=1542 W=8" U=730 PLT TYP. Al ine,Wave TPI-95 Design Criteria: TP? STD 18.1b7 AK 1 E - Scale=.1875" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 2 0. 0 P S F R E F R 35 2-- 4 2 9 43BRACLNG. REF€R TO tl16 91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE _ IRS I(TOTE. 583 D-ONOfRIO OR., SUITE 200. MADISON. 111 53719- FOR SAFETY PRACTICES PRIOR TO PER F ORMlN6 THESE FUNCTIONS. UNLESS OTHERWISE IND PATE O. TOP CHOkO SNALL HAVE PROPER(Y ATTACHED T C D L 7 .0 P S F DATE 0 9 / 04 / 0 1 STROCTUR AI PANELS. BOTTOM CNORO SHALL HAVE A PROPERLY ATTACHED R[GIO CE ILtMG. PRIMPORTANT"' FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EWGINEEREO 6 CD L10 .0 PSF D R W HCUSR352 98336026 ODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEtlIAT10N FROM THIS DESIGN; ANY fA?LURE TO BOILD THE TRUSSES IN CONFORMANCE PITH TPI; OR FABRICATING, NANOLING. SNIPPING, INS; AI.LING ANO O4 'UT B C L L 0. 0 P S F H C- E N G S T LWM R ALPINEBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OESIGN Sep / SPEC IF EC AT IONPUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MAOE OF 20GA ASTM A653 GR40 GAL V. STEEL.. EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T . LD . 37 .0 P S F SEON - 108058 EACH FACE OF TRUSS, AND UNlE55 OTHERWISE LOCATED ON INLS 0€SIGN, POSITION CAPPECIORS PER Wafter P. Finn "- DRAWINGS 160A-Z. THE. SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE.ER.ING D U R . FA C . 1 .25 FROM XL Alpine EngineeredProducts, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS 7 ry 7n _ _ Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER No. 22839 SPACING 24. 0 " Fl,CertificateofAUt1Na72ation8567ANSI/TPI I-1995 SECTION 2. rr41C - rr41 LLLV. L - H3 IRIS UWG PRLPARLD IROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIIILD BY IM)S. MYK. TOP CHORD 2x4 SP #1 Dense :T2, T3 2x4 SP #2: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 PREDICTED HORIZONTAL MOVEMENT IS 0.68" DUE TO LIVE LOAD AND 0.32" DUE TO DEAD LOAD AT ONE SUPPORT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W5X6 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. W4X8(F1) W4X8(F1) 1-0-0 20-0-0 R=1542 W=8" U-710 1-0-0 20-0-0 0-0-0 Over 2 Supports J R=1542 W=8" U=710 PLT TYP. Wave TPI-95 Design Criteria: TPI STD_ WARNING•` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING A.10 BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY 191 ((RUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, NADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORNIN6 THESE FUaCTlONS. UNLESS OT BERWI SE INO ICATEO, TOP CHORD SHALL HAVE PROP RI.Y AT ACHED STRUCTURAL PANELS. BOTTOM CHUND SMALL HAVE A PR 01f RLY AT IACHEI) RIG 10 CEILING. IMPORTANT'• FURNISH A COPY OF TN IS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCTS. INC. SHALL N01 8E RESPONSIBLE FOR ANY DEVIATION FROM IRIS OE SIGN; ANr fA1LliRE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALL [ N.G. AMR ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM€RICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPL'r CONNEC7ORS TO EACH FACE OF TRUSS. AN UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEA DRAWINGS 16FO A-Z. THE SEAL OM THIS DRAWING INUICAIES ACCEPTANCE OF PROFESSIGNAL ENGINEERINGAlpineEngineeredProducts, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABU, IT ANO USE OF THIS I'lanles City, FL 33844 COMPONENT FOR ANY PARTICULAR 6OILOING IS THE RESPONSIBILITY OF THE BUILDING I)ESIGNER, PER FL Certificate ofAuthorization N 567 ANSI/TPI 1 1995 SECTION 2. 18.1b7 Sep 04 '01 Waite. F. Finn No. 22839 AK/1/-/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF OUR JAC. 1.25 SPACING 24.0" Scale=.1875"/Ft. REF R352--42944 DATE 09/04/01 DR W HCUSR352 98336027 HC-ENG STL/WMR SEON 108049 FROM XL rr4iL, - rr41 tLtV. L - H4 IHIS UWG PREPARED FROM COMPUIER INPIII (LOADS & UIMLNSIONS) SUUMIIItU BY IKUSS MTK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 1X4 "L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80% OF WEB LENGTH. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. W5X6 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 74 PLF at -1.13 to 74 PLF at 41.13 BC From 4 PLF at -1.13 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.13 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. THE ENGINEER OF RECORD SHALL EVALUATE AND APPROVE LOAD MAGNITUDES and LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. 6 6 W5X5 W5X5 8-0-0 W5X5 = W5X6 = W5X5 W3X6(A1) W3X6(A1) 1-0-0 1-0-0 L. 20-0-0 ' 20-0-0 fE 40-0-0 Over Continuous Support R=98 PLF W=40-0-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.1b7 AK 1 E - Scale =.125" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF REF R352- -42945BRACING. REFER TO NIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS Pi ATE _ PERFORMING THESEOFUNCTfONSIO ORUNLESSTOT20RNISEDINOISONCATEO. TOVICHOROFSHALLFHAYEPPROPERLY ATT,CME0 t, T C DL 7. D P S F DATE 0 9/ 0 4/ 0 1 STRUCTURAL PAN EIS. BOTTOM CNORD SHALL HAYS A PN OPIRLY ATTACHED RIG10 CEILING. IMVORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L. 10.0 PSF D R W HCIJSR352 98336028 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE F0A ANY OEYIAT ION FROM THIS DESIGN; ANY FAILURE TO pBUILDTHETRUSSESINCONFORMANCEWITHTPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING ANO 52 D4 'Qj B C L L 0 . 0 PSFF H C - E N G S T L WMRALPINEBRACINGOFTRUSSES. THIS DESIGN CONFORMS WIT' APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN P / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE7CONNECTORSAREMADEOF20GAASTMA653GR40GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT . L D . 37.0 PSF S EO N - 108062 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER r_y DRAWINGS160A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE FR ING alter P. Flt]T1 DUR.FAC. 1.25 FROM XL AlpineEngineeredProducts, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS FIHIIIG9 City FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No. 22839 FLCertificate ofAuthorizationk567 ANS117PI 1 1995 SECTION 2. SPACING SEE ABOVE SBC: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00 E- 8}L4 BRACE GABLE VERTICAL ACING SPECIESI GRADE NO BRACES 1) IX4 i" BRACE • 1) 2X4 'L" BRACE 2) 2X4 'L' BRACE •• 1) 2X6 "L' BRACE • 2) 2X6 1,' BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 2 4' 3" 7' 3" 7' 6" 6' 7" 8' t0" 10' 3' 10' 7" 13' 7" IT 1t" 14' 0' 14' 0" U SP F 3 4' 1" 6' 6" 6' 6' 8' 7" 8' 7' 10' 3" 10' 3" 13, 5" 13' 5" 14' 0" 14' 0" Z LT F STUD 4' 1' 6' 6" 6' 6" 8' 7 g' 7' 10' 3' 10' 3" 13' 4' 13' 4" 14' 0' 14' 0" W Q 1 1 STANDARD 4' 1" 6' 7" 5' 7" 7' 4" 7' 4" 9' 11" 9' 11" 11' 6" 11' 6" 14' 0" 14' 0" I- 1 4' 7' 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" SPsZ 4' 6' 7' 3" 7 10" 8' 7" 9' 3' 10' 3" 11' 1" IT 7" 1 40" 14' 0" 14' 0" 3 4' 4" 6' 8" 6' 8" 8' 7" 8' 10" 10' 3" 10' 10" 13' 7" 13' 7' 14' 0" 14' 0" i cv D FL STUD 4' 4' 6' 7" 8' 7" 6' 7" 8' 9' 10' 3" 10' 10" 13' 7' 13' 7' 14' 0" 14' 0" U STANDARD 4' 3" 6' 8" 6' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 9" it* 9 14' 0" 14' 0" 1 2 4' 10" 6' 4" 8' 7" 9' I1" 10' 2" It' 9" 12' 1" 14' 0" 14' 0" 14' 0" SPF34' 8" 8' 0" 8' 0' 9` I1 9' 11" 11' 9" It' 9" 14' 0" 14' 0" 14' 0" 14' 0" H F STUD 4' 8' 7' It' 7' 11 9 11 9' tl" 11' 9' 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" W 0 STANDARD 4' 8" 8' 10" 8' 10" 9' 0" 9' 0" 11' 9" Il' 9" 14' 0" 14" 0'K4' O 14 0" 1 5' 3" 8' 4" 9' 0" 9, 11" 10' 8' it' 9" 12' 8" 14' 0" 14' 0" 14' 0" C P S2 5' 2" 8' 4" 9 0 9' I1" 10' 8" I1' 9" 12' B" 14' 0" 14' 0' 14' 0" W DFLSTANDARD STUD4' it" 8' I" 8' 1' 9' I1" 10' 5" it' 9" 12' 5" 14' 0" 14' 0" 14' 0" 410" 7' 0" 7' 0 9' 3' 9' 3' 11' 9" 12' 1 14' 0" 14' 0 14' 01 2 5' 4' 92" 9' 5' 10' 10" 11' 2" IT 0" IT 4 14' 0" 14' 0" 14' 0"SPF 3 5' 2' 92" 9' 2 10' 10" 10' 10" IT 0"13, O" 14' 0" 14' 0" 14' 0" H F STUD 5 2" 9' 2" 9 2 10 10 10' 10" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" STANDARD 5' 2" 7' it" 7' 11" 10' 5" 10' 5" IT 0" IT 0" 14' 0" 14' 0" 14' 0' t4' 0" x 1 5' 10' 9' 2 9' 11" 10 1O' 11' 9' 13' 0" 14' 0 14' 0" 14' 0" 14' 0' t4' 0" i Sp 02 5' 9' 9' 2" 9' II" 10' 10" 11' 9" t3' 0" 14 0" 14' 0" 14' 0" 14' 0" 14' 0" D F L STUD 5' 8' 9' 2" 9 4' t0' f0" 11' S" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0' 14' 0' STANDARD 5" 4" 8' 1" 8' t" 10' 8" 10' 8" IT 0" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0" TRUSS DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUSED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 610/ AT EACH END. MAX WEB TOTAL LENGTH IS 14'. VERTICAL LENGTH SHOWN IN TABLE ABOVE. CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB. ALPINE A74GR AV %7Auffa II Iuw A 2Z4 STUD, 13 OR BETTER DIAGONAL BRACE; SINGIE OR DOUBLE CUT AS SHOWN) AT UPPER END. Y THE BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE - FIR HEM - FIR 1 2 STANDARD 97TTD 1 13 STUD 3 STANDARD DOUGLAS FIR -LARCH SOUTHERN Pin 3 3 STUD STUD STANDARD ISTANDARD GROUP B: HEM -FUR 1 B BTR 1 SOUTHERN PINE DOUGLAS FIR - LARCH 2 2 GABLE TRUSS DETAILNOTES: LIVE LOAD DEFIEGTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 90 P1F OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). G HIE IDND SYMM A SUPPORTS LOAD FROM 4 0 OUTLOOIER3 WITH 2' 0" OVERHANG. OR 12' PLYWOOD OVERHANG. ATTACH EACH i," BRACE WITH 10d NABS. 2X4 /2N OR BETTER FOR (1) 1: BRACE: SPACE NAILS AT 2' O.C. IN 16' END ZONES AND 4' O.C. BETWEEN ZONES. FOR (2) l," BRACES: SPACE MARS AT 3" O.C. 18' iT l IN16" ENDZONES AND 6' O.C. BETWEEN ZONES. L I Y." BRACING MUST BE A MINIMUM OF 80% OF WEB Y I MEMBER LENGTH. ii h" GABLE VERTICAL PLATE SIZES r VERTICAL LENGTH NO SPLICE 18" LEW THAN 4' 0" 1X4 OR 2X3 L 1 GREATER THAN 4' 0", BUT 2X4 LE99 THAN 11' e' G1D3ATER THAN IV S" 2.5X4 OUS BEATEN HIMTO COMMON TRUSS DESIGN FOR PEAK SPLICE. AND HEEL PLATES. REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWING S10015E HANDLING, SHIPPING, INSTALLING LACING), PUBLISHED G, TPI (TRUSS 53719) FOR SAFETY PRACTICES tMA% p'^Ary'y REFSBC—GABI0015INDICATED. TOP CHORD SWILL HAVE HALL HAVE A PROPERLY ATTACHED 9I611) 3 THE INSTALLATION CONTRACTOR. A . Sifl ;'I DATE OG 2 5 9 9 EFOR ANYDEVIATION FROM THIS 1 DRWG 5]0015EN0699 VITH TPI: OR FABRICATING, IFSIGN CONFQRHS VNTH APPI Nf.ANI F Inc: I ENG L ON TOT. LD. 60SPACING 24,0' AHOUT ZALP3lNE==______jm&lh' Bads to Gable index GABLE DETAIL FOR LET -IN VERTICALS VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP* LESS THAN 4" 0' 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X5LESSTHANII' 6" GREATER THAN 11 8" 2.5X4 2.5X8 D REFER TO ENGINEERED TRUSS DESIGN MR PEAR. SPLICE WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP. USE A SINGLE PLATE TO SPAN THE WEB. PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH 'P" REINFORCING MEMBER WITH HAND DRIVEN NAILS: 10d COMMON TOENAILS AT 4" O.C. PLUS (4) ISd COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE GABLE DETAIL DRAWINGS A110IM0699. AIOO15ENO699. A09015EN0699, A08015EN0699. A07015EN0699 A11030EN0899. A10030EN0899. A09030EN0899. A08030EN0699, A070309NO099 SBCCI GABLE DETAIL, DRAWINGS S)1015EN0699, 310015E1N0699,. 309015EN0899. S08015EN0699. S07015ENO699 S11030Ei0699, S10030EN0699, S09030EN0899. S08030ENO699. S07030EN0699 SEE APPROPRIATE ALKNE GABLE DEfAI, (ASCE OR SBCC1 WIND LOAD) FOR MAXIMUM UNREWi'ORCED GABLE 2X6 'F" REINFORCING MEMBER 2X4 'T' REINFORCINGMEMBER TOENAIL TOENAIL TO CONVERT FROM V TO "T" REINFORCING MEMBERS. MULTIPLY 'r FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES. GRADE AND SPACING) FOR (1) 2X4 "L' BRACE. GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM AU.OWABLE 'T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WINO SPEED AND MRH T" RENF. MISR. SIZE SBCCI ASCE 110 MPH 15 FT ZX4 10 % 10 % 226 40 R 50 % 110 MPH 30 FT 2x4 10 X 10 % 2X6 60 X 50 % 100 MPH 15 FT 2X4 10 z 10 z 20 30 9. 50 z 100 MPH 30 FT 2x4 10 X 10 z 2x6 40 X 40 % 90 MPH IS FT 2x4 20 % 10 z 2XG 20 Y. 40 X 90 MPH 30 FT 2X4 10 X 10 % 2X6 30 X 50 X 80 MPH 15 FT 2x4 10 % 20 X 2X8 10 % 30 X 80 MPH 30 FT 2x4 20 X 10 % 2x6 20 X 40 X T 70WPH 2x4 0 X 20 X 2x6 0 % 20 X T 2x4 to X 20 X 218 10 % 3C S EXAMPLE: ASCE WIND SPEED - 100 MPH MEAN ROOF HEGHT - 30 FP GABLE VERTICAL - 24" O.C. SP /3 T" REINFORCING MEMBER SIZE - 2X4 T" BRACE INCREASE (FROM ABOVE) s LOX - 1.10 1) 2X4 V BRACE LENGTH - 6' 7" MAXMUM "T" REINFORCED GABLE VERTICAL LENGTH 1,10X6`7"-7' 3" VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 TRENE CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING IANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS REF LET -IN VERT R., SUITE 200, MADISON, VI. 33719) FOR SAFETY PRACTICES LANELS ANDEB13TTD( OTHERWISE INDICATED. KAALLLAIIVET APPRROPPEERLY ATTACHED RIGID ''rli '•'/ DATE 06/25/99 A C11PY DF THIS DESIGN TO THE INSTALLATIIN CONTRACTOR.'Mii7 no. it I'ni i L'TrAinRnn J. STEEL s+•hW MAX TOT.LD. 60 PSI SATED ON i)ICATES \%S-1311, U Dl1R.FAC. ANYtNG4ENT' MAX SPACING 24.0' 1 -ENG DLJ/KAR 1 CI__/B WEB BRACE SUBSTITUTIO THIS DETAIL. iS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METIIOD IS DESIRED. N()TI',S: THIS DETAIL, IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE i)LY 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 ON 2X4 I ROW 2X4 1-2X4 LX3 OR 2X4 2 ROWS 2X8 2-2X4 2X6 I ROW 2X4 1-2X8 2x8 2 ROWS 2X8 2-2X4(*) 2x8 1 NOW 2x6 I-2XB 2X8 2 ROWS 2X8 2-2X8(*) 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 T-BRACE NARROW FACE OR ATTACH WITH 16d NAILS AT 6" O.C. [. BRACE BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE L-BRACE 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. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DRAWING REPLACES DRAWING 579,640 20WARNING+ TRUSSES REQUIRE EXTRE14E CARE py FABRICATING, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS oo,,---- TC LL PSF REF CLB SUBST. LATE INSTITUTE, 583 D'ONEIFRIG DR, SUITE 200. MADISON, WI. 53719) FOR SAFETY PRACTICES ' ""7/. PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TI3P CHORD SHALL HAVE++++4+ TC DL PSF DATE 06 25 99 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID `!i'++ , CEILING. "IMPORTANT— FURNISH A C13PY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. . (i BC DL PSFDRWG BRCLBSUB0699ALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ; 0 F ---- - DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPh OR FABRICATING, as: - ENG MLH KAR t. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE + BC LL PSF PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND i PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 G940 GALV. STEEL > FOT.L D. PSF EXCEPT AS NOTED APPLY CONNECTOR$ TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON + THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES AA `' DUR.FAC. ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING