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Home My WebLink About103 Friesian Way 01-1661 New SFHPERMIT ADDRESS CONTRACTOR U. m. norion 6250 Hazeltine Nat'l Dr #102 ADDRESS Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # . C' DATE c PERMIT DESCRIPTION > , 0 f' PERMIT VALUATIONS SQUARE FOOTAGE CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 103 FRIESIAN WAY for which permit 01-00001661 has heretofore been issued on 5/15/01 has been completed according to plans and specifications filed in the office of the Building Official rior to the issuance of said building permit, to wit as 1 complies with all the building, plumbing, electrical, zoning Od subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaled 1 l0 •5.0( _ Inspected Iva ZONING: Inspected UTILITIES: Water Sewer Lines In CC-drn H Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: i r Street Drainage 3 2-Zd L- Paved Maintenance IUV Bond PUBLIC WORKS: Street Name nn Street Signs 3 2ZU`i t"S Lights Storm TU Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 5/30/01 10.00 01-APPLCTN FEE -BUILDING 5/15/01 10.00 01-APPLCTN FEE -MECHANIC 6/20/01 10.00 01-APPLCTN FEE -PLUMBING 5/30/01 10.00 02-ENGNG DEVLPMT FEES 5/15/01 10.00 01-FIRE IMPACT - RESIDENT 5/15/01 59.27 01-LIBRARY IMPACT FEE 5/15/01 54.00 01-OPEN SPACE 5/15/01 279.61 PAGE: 3 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 103 FRIESIAN WAY for which permit 01-00001661 has heretofore been issued on 5/15/01 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-PLAN ALTERATIONS 7/13/01 35.00 01-POLICE IMPACT - RESID 5/15/01 91.93 01-RADON GAS TAX FEE 5/15/01 12.13 01-ROAD IMPACT FEES 5/15/01 847.00 01-RECOVERY FD/CERT. PGM. 5/15/01 12.14 01-SCHOOL IMPACT FEE 5/15/01 1384.00 WD IMPACT:SINGLE FAMILY 5/15/01 650.00 SD IMPACT:SINGLE FAMILY 5/15/01 1700.00 OWNER BUILDING OFFICIAL DATE di L-TIFCATEOFOCCUPANCY .. ji EST ,,-F0'R,,-TIN` lNSPEc,-l'l0N. ' t SINGLE FAMILY RESIDENCE"". W, D_ ONLY, IF AP 16 1. Z f' ,s4 s tS 'i yr t t t i , J t wv, moo ts i9k . { J , S l r Q"" a MISS k gqg is CER' TIFCATE ®F OCCUPANCY REQUtS' I' ®R FINAL INSPECTION d oOWN SINGLE E**** INEFAMILYRSIDENCt - e t " l i•. t ) rw TOW4Fi 7 DATE:' . - D i f ` _ CID Ji ER1.iff #• b t P , J J:. .. r • " Y x l r e,- t 'a air 3 r I r f,i T .> r ADDREeTs ` nl' SS. ti '®311• l V V- M. QW CONTRACTOR. PHONE #:, yy` 1 xl r Total, ts J5n. P S t The building division has •prepared a Certificate -of Occupancy for the above location and is requesting final inspection by1your. department. After your f.,,, inspection, please sign off and date the C: O..or submit addendum if it has been denied'or a roved with' c'ond>tions: Your rom t attention will be t ,r PP' P. P appreciated. :q ; r ^, a { f t. a .. I" Engmeermg Fire f J :,,{ Y g ) t ) i y l */! % //J ubhc Works Zoning O Utilitiesf p Licensindw t y CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) Raw town..t q tb t Y` CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIC SINGLE FAMILY RESIDENCE* DATE: 3_ l0l PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 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 711`ublic Works tilities CONDITIONS: (TO BE COMP Fire Zoning ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 103 FRIESAN WAY O.M.B. No. 3067-0077 Expires July 31, 2002 For Insurance Company Use: Policy Number Company NAIC Number CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 1, BAKERS CROSSING BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type)- or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 0045 E 4/17/95 4/17/95 X N/A 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): 1311. Indicate the elevation datum used for the BFE in B9: ® 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, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 45. 8 ft.(m)co o b) Top of next higher floor N/A. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m) o d) Attached garage (top of slab) 45. 1 ft.(m) E o o e) Lowest elevation of machinery and/or equipment W servicing the building (Describe in a Comments area) 45.2 ft.(m) E o 0Lowest adjacent (finished) grade (LAG) 44.7 ft.(m) Z' m o g) Highest adjacent (finished) grade (HAG) 45. 3 ft.(m) U o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade o i) Total area of all permanent openings (flood vents) in C3.h sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: EMORY E. COLE LICENSE NUMBER: 4403 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STREET, STE.180 ORLANDO FL 32801 SIGNATURE DATE TELEPHONE 10/10/01 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use, BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX N0, Policy Number103FRIESANWAY CITY D STATE ZIP CODE Company NAIC NumberSANFORFL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) buildina owner. ELEVATIONS SHOWN HERE ON ARE BASED ON SEMINOLE COUNTY DATUM - MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed— seepages 6 and 7• If no diagram accuratelyrepresentsthebuilding, 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. (Usenaturalgrade, if available). E3. For Building Diagrams 6-8 with openings (see page 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. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE DATE STATE ZIPCODE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) Check here if attachments 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 ElevationCertificate. 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 bystateorlocallawtocertifyelevationinformation. (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 community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. DATE G7. This permit has been issued for. ff New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS G6. DATE CERTIFICATE OF ft.(m) TITLE TELEPHONE DATE Datum: _ Datum: Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 1, BAKERS CROSSING PHASE 1 AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). TRACT B 1"=30' GRAPHIC SCALE 0 15 30 0 m PC 0 0=15-19'28" P ' p0 R=75.00' s °o. 0jy°0 psL=20.06' S0, CB=S 57'01'48" E OSPe$ °.'6R°RqokTq y r C=20.00 S 43.71 4J.9 APT O h RQBQ0, E Iry N e oo . o NON RADIAE, N - `F,q . LT'•..:0 :'. S' .J?, 7 SEMENt 86. 5 UTILITY EA w 1 i S000 zQ0•.Z 0' fryTRRep 911. w a, a1 1 z, 1 p ONE STORY iw F I RESIDENCE FINISHED FLOOR I ¢ IwIn I ELEVATION= 45.79 - Q Iw r, ol I p}ryU IZ 4S o 1II I IN I I 0 I LOT 1 IF 1, I. N 32. 0' A`-- O0 0 n20' ENVIRONMENTAL CONTROL EASEMENT y F aJv CB 9 C 0 J93 (7p sc5 \ P J 0jI 1 FENCE 6' WOOD FENCE 0. 5' OFF S 89'35' 18" E, o 7GOFF 75. 00' CERTIFIED TO AND FOR THE NOT PLATTED PER THIS PLAT EXCLUSIVE USE OF: DRH TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA MARY C JONES CH MORTGAGE COMPANY LTD NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE LEGEND SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/ FOUND ON 10-03-01, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F. E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY THE SOUTHERLY LINE OF LOT 1 BEING S 89'35'18" W PER PLAT. FIELD DATE:) 10-03-01 REVISED: REV CERTS 4/9/04 SL REV CERTS 4/7/04 SL SCALE: 1" = 30 FEET UPDATE FINAL 3-16-04 CKB FINAL 10-03-01/UB APPROVED BY: EEC cnuune nnu ..—I— I.. BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT PER PLAT M) MEASURED FND FOUND - C/ W CONCRETE WALK S/ W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 1030 N ORLANDO AVE SUITE B WINTER PARK, FLORIDA 32789 ( 407) 426-7979 LOT 2 FND 5/8-IRON ROD AND CAP LB # 4671 (10-03-01) 0 FND NAIL AND DISC LB #4671 (10-03-01) FND 1/2"IRON ROD AND CAP O LB #6393 (10-03-01) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE.. L DENOTES ARC LENGTH C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. JOB NO. ASM31983 5-7-01 JML REPOSITION 4-1 DRAWN BY: _ _ PLOT PLAN 4-e FOR J` THE FIRMWILLIAM M )SLATELLb JR. PSM# 9 H DATE PLOT PLAN A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THE NORTHWEST 1/2 OF SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST; THENCE N 00'25'29 E (ASSUMED BEARING) ALONG THE WEST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 18, A DISTANCE OF 475.00 FEET; THENCE DEPARTING SAID WEST LINE ON A BEARING OF S 89'35'18" E A DISTANCE OF 173.59 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S 89'35'18" E A DISTANCE OF 75.00 FEET; THENCE N 00'24'42"E A DISTANCE OF 110.00 FEET: THENCE N 89'35'18" W A DISTANCE OF 16.93 FEET TO A POINT OF CURVATURE, SAID CURVE BEING CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 75.00 FEET (CHORD BEARING N 77'08'25" W, CHORD DISTANCE 32.33 FEET); THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 32.59 FEET, THROUGH A CENTRAL ANGLE OF 24'53'46";THENCE DEPARTING SAID CURVE ON A BEARING OF S 51'08'37" W A DISTANCE OF 34.23 FEET; THENCE S 00'24'42" W A DISTANCE OF 95.31 FEET TO THE POINT OF BEGINNING. FRIESAN WAY OF (PROPOSED) BAKERS CROSSING TRACT A — 50' RIGHT OF WAY O A=24'53'46" R=75.00' L=32.59' CB=N 77'08'25" W C=32.33' POINT OF BEGINNING 19'35'1 a" 173.59' POINT OF COMMENCEMENT PREPARED FOR: D.R. HORTON PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES Y. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION FOR CONSTRUCTION. BUILDING SET BACK LINES SHOWN HEREON IS PER DATA NISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES Y. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF FRIESAN WAY BEING S 89"35'18' E PER PROPOSED PLAT. FIELD DATE:) SCALE: 1 = 30 FEET APPROVED BY: EEC JOB NO. ASM31984 DRAWN BY: REVISED: 5-8-01 JML PLOT PLAN 4-6-01 JML HOUSE FIT (2) 4-5-01 HOUSE FIT 3-29-01 F f,VT O s¢ - I 117.8' 20. 3 I I N i LOT 1 i N I 44 7 O I c i i II 10.0' O 16.93' N89°35'18"W A39 DRIVE d ri COVERED ENTRANCE PROPOSED 1749 FINISHED FLOOR ELEVATION=45.1 39.7' PORCH 17.8' 29.7' M--L--------------------- ri 0) LOT 2 DRAINAGE TYPE B 20' ENVIRONMENTAL CONTROL EASEMENT NN 17.5' 1 17.5'I n. w LOT 3r cV d- N b O Z ash S89'35'18"E 75.00' NOT PLATTED PER THIS PLAT BUILDING SETBACKS NOTE• FRONT: 25' WE DO NOT ACCEPT RESPONSIBILITY FOR REAR: 20' ERRORS THAT MAY OCCUR FROM THE SIDE: 5' USE OF THE UNRECORDED PLAT THAT CORNER: 15' THIS PLOT PLAN IS BASED ON. LEGEND BUILDING SETBACK LINE CENTERUNE CNA CORNER NOT ACCESSABLE RIGHT OF WAY LINE A DENOTES DELTA ANGLE 99.9' PROPOSED ELEVATION L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PROPOSED DRAINAGE FLOW CL DENOTES CHORD LENGTH DENOTES POINT OF CURVATUREOPCCONCRETERRADIUS PI DENOTES POINT OF INTERSECTION LB LAND SURVEYING BUSINESS PRC DENOTES POINT OF REVERSE CURVATURE LS LAND SURVEYOR PC PT DENOTES POINT OF CURVATURE DENOTES POINT OF TANGENCY PRM PERMANENT REFERENCE MONUMENT TYP TYPICAL PCP PERMANENT CONTROL POINT A/C AIR CONDITIONER P) PER PLAT CBW CONCRETE BLOCK WALL M) MEASURED RP RADIUS POINT FND FOUND OHU OVERHEAD UTILITY LINE SO. FT. SQUARE FOOTAGE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB,#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801— (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS, OF RECORD WHICH MAY AFFECT THE 'TITLE -OR USE -OF THE LAND 2. NO U'NDERGROOND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT \iALID WTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FL7RAA LICENSED SURVEYOR AND MAPPER. FOR S HE EMOR . COLE, PSM #4403 DATE CITY OF SANFORD ELECTRICAL APPLICATION PERMIT NO. DZ_ Z & (0 1 DATE: S- 7-9 `D THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK: // OWNER'S NAME: D 9 f- /`Iz' ADDRESS OF JOB: d qS / ELECTRICAL CONTRACTOR:Wa- kAO e& S NON-RES Subject to rules and regulations of the city electrical code: Number New Residential / 5 OAmp. Service5 w Commercial Amp, Service Alteration, d i ' air Change of Service Residential Commercial Mobile Home Other Description f Work Application e v a Total VfS I —JD By signing this application I am stating I am in mplia with the City Electrical Co Applicant's Signature E59- 0d152--f2- States License# CITY OF/SAjNFO/R'D PLUMBING PERMIT APPLICATION Permit Number: ®/ ` l 6 / Date:' r The undersigned hereby appliesssfor a permit to install the following plumbing: Owner's Name: ///0xe , To `"y Address of Job: `I OH— "— , )C,-11 Plumbing Contractor: W14014 Residential: Non -Residential: 21_ t-L 14q 13 Number Amount Addition, Alteration, Repair (Residential & Non -Residential) New Residential: 94 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 Plumbing Code. Applicant's Signature State License Number From: BOB WALTER To: CITYDOM`jlucyshyn@[burkettengineering.com] Date: 04/16/2001 2:21 PM Subject: Re: FW: model homes You're correct, I did not get this message until end of last week. okay, model homes..... last week, for another subdivision, we standardized our procedures on model homes in subdivisions without approved plats. This process will also apply to Calabria Cove 1) The plat must be submitted and in review with the City, 2) There must be an improved access to the models, ie. approved base installed, 3) Water must be available, ie. FDEP water permit must be cleared for Fire Dept use (no jumpered connections), 4) A licensed surveyormust provide a meets and bounds survey for the model lot, and a letter stating this lot is identical to lot X of the plat, 5) The property owner/agent must execute and submit an estoppel leter to the City (forms available in E&P Dept), 6) no C.O.'s will be issued until a certificate of completion is issued by the City. A maximum number of models has not been discussed, but a numberwhch is reasonable would likely be approved, (ie for your subdivision, 1 or 2 seems reasonable) If you have any additional questions, please e-mail or call ice Jessica Lucyshyn <jlucyshyn@burkettengineering.com> 04/12/2001 5:00:24 PM >>> I have not received a response to this message, so I am wondering if it was lost" when the City's server was down. Please respond. Thanks! Jessica Original Message----- From: Jessica Lucyshyn Sent: Monday, April 02, 2001 12:12 PM To: Bob Walter (E-mail) Subject: FW: model homes I spoke to Dan Florian and he said typically if the final plat is not approved then the Building Dept. will check with the Engineering & Planning Dept. to get approvals. So, it sounds like the question is back in your court. Please let me know. Thanks! Original Message----- From: Jessica Lucyshyn Sent: Wednesday, March 28, 2001 9:26 AM To: Bob Walter (E-mail) Cc: Eileen McDowell (E-mail) Subject: model homes LOOK. PPGL 60 1 THIS INSTRUMENT PREPARED BY: t;!+,p1CtLt CO. FL. Patricia L. Coulton COPYD.R. Horton, Inc. CERTIFIED COp 6250 Hazeltine National Drive, Ste.: 102 MARYANNE MORSEOrlando, Florida 32822 CLERK OF CIRCUIT COURT RECORD AND RETURN TO: SEMINOLE COUNTY, FLORIDA D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 &Y—e— Orlando, Florida 32822 DEPUTY CLERK NOTICE OF COMMENCEMENT APR 2 6 2001 Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) 1, 2, and3 Bakers Crossing Plat Book Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax # Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes: Name: Address: Exp'ration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc. by: - Robert A. Lawson, Asti stant Secretary Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of 12001 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a Delaware Corporation, on behalf of the corporation He/She is personally known to me. Notary Public, State and County Aforesaid P o PATRICIA L. COULTON 9 My Comm Fxp. 7/26/2002YoC > ' No. CC 762427 l Personally Wwovn I 1 other I.D. Y Notary Seal Z I CC, rn w O J W, N rs j cn rn rn o F C. r O C M Limited Power Of Attorney I hearby name and appoint: Craig Coulton and Ralph Spano each agent's of D.R. Horton Inc. To be my lawful attorney in/fpct to act for me and apply to The Building Dept. of: For a residential permit for work to be performed at: Lot # : Address: Subdivision : And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number ignature of Contractor This foregoing i stru nt was acknowledged before me this: Date: By: Richard B. Ladd ( Contractor ) Who is persona ly kn wn to me. State f Florida Count of Orange ublic Signature PATRICIA L. CO[!!_TON My Comm Exp. 7/26/2002 No. CC 762427 IAMM otary Seal J CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) IV 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing inter and exterior. Show all components of wall section. e. Framing plan for floor joists where conventionally framed. Plan to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. 5 h. Square footage table showing footages: Garages/Carports 4'12— S.F. Porch(s)/Entry(s) _. -_S.F. Patio(s) 2.& S.F. Conditioned structure I q&-4 S.F. Total (Gross Area) S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. Footer Underground, electrical, mechanical and plumbing Foundation elevation survey Slab Lintel- tie beams - columns- cells Rough electrical Rough mechanical Rough plumbing Tub Set Framing Tenant Separation / firewall Insulation, walls and/or ceilings Electrical final, mechanical final Building final Other DATE 0/ and plumbing final SIGNATURE ' By Owner or Authorized Age t) t NC Job Truss Truss T e Oty Ply D R HORTON M915264 DR1965F L.--- IA2 ROOF TRUSS 2 1 ACCU-SPAN, LONGWOOD, FL 4.ni SR1 s Nov 16 2000 MiTek Industries, Inc. Thu Jun 21 15:34:26 2001 Page 1 1-0- 7-4-14 14-2-0 20-0-0 23-0-0 28-5-6 33-10-13 40-0-0 --- 1—I 1-0-0 74-14 6-9-2 5-10-0 3-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:74.5 NOTE: USE 1/2" EXT. STR. TYPE PLYWOOD GUSSETS NAILED TO BOTH FACES OF 5x8 = TRUSS W/10d NAILS CLINCHED @ 3" O.C. TYROR MIN. # OF NAILS/FACE AS SHOWN. 5 4x8 3-0-0 2x4 11 6 5.00 F,2 4 5x I 3x4 7 ADDED 2X4 SYP No. 2 B.C. I / _ — 5x8 3 li 8 4" P.G yl.o 16 5 0 tit = 5x12 =10i 2 6X10 = / \\ 9 10 1 o i-8"X1a° P.G. 2x4 11 3x6 = TX12-P.G. 19-X36-P.G. 14 13 12 11 3x6 = 19 182x4 II 3x4 = JACK TRUSS UP TO A LEVEL POSITION 3x8 = 2x4 11 B. C. IS TRIMMED FROM 0" @ JT.1 TO 5116" @ JT 18. AND PROVIDE TEMP. SUPPORT AT JOINT 18, AND 19. 7- 4-14 14-2-0 _ _ 20-6-0 —_ 23-M 28-5-6 33-10-13 40-0-0 _ 7- 4-14 6-9-2 6-4-0 2-M 5-5-6 5-5-6 6-1-3 LOADING ( psf) SPACING 2-0-0 CSI I DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.21 18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(TL) -0.21 18-19 >999 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) -0.06 16 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 238 lb LUMBER BRACING TOP CHORD Sheathed or 4-9-11 oc purlins. TOP CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* WEBS 1 Row at midpt 17-19, 5-17 15- 17 2 X 6 SYP No.2ND WEBS 2 X 4 SYPNo.3 FIELD REPAIR DETAIL. REACTIONS ( lb/size) 2=771/0-8-0, 9=719/0-8-0, 16=2456/0-4-0 Max Horz 2=485(load case 3) Max Uplift 2=-602(load case 4), 9=-190(load case 2), 16=-1499(load case 4) Max Grav 2=797(load case 5), 9=877(load case 6), 16=2456(load case 1) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-837, 3-4=-327, 4-5=-327, 5-6=1791, 6-7=1387, 7-8=-223, 8-9=-839, 9-10=14 BOT CHORD 2-19=765, 18-19=0, 17-18=66, 4-17=-468, 16-17=-1401, 15-16=-7285, 13-15=96, 6-15=164, 13-14=0, 12-13=0, U` E 13 11A2=762, 9-11=766 V WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11=112, 5-17=1990, ,• '• ! 5- 16=-1947, 6-16= 492 ICE; '• . i516t NOTES ' 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chordX J deadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with, exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber 10! s ' c V (;.'tr• DOL increase is 1.33, and the plate grip increase is 1.33 1^ FRED' Fhb 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 602 Ile uplift at joint 2, 190 Ile uplift at joint 9 and 1499 lb uplift at joint 16. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design vp8d for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded verrica8y. AppBcabRty of design parameters and proper Incorporation of component is iesponslbRty of building designer - not fruss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsbMy of the erector. Additional permanent bracing of the overall structure Is the iesponslbRty of the building designer. For general guidance regarding fabrication, qually control. storage, delivery, erection and bracing, consull CST-88 Quality Standard, DSB-89 Bracing Specification, and 1,1I8-91 M iTek® HandlinghdoliftandBracingRecommendationavailablefromTrussPlateInstitute, 593 D'Onofrb Drive, Madison, WI 53719. Symbols - Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 134 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property Ye securely seat. J2 J3 J4 owner and all other interested parties„ 4 TOP CHORDS 2, Cut members to bear tightly against each Cz other, WEBS J5 a:3, Place plates on each face of truss at each For 4 x 2 orientation, locate o - a ; 0 joint and embed fully. Avoid knots and wane pCclates1/8" from outside edge of o a _ at joint locations, truss and vertical web. o a 4. Unless otherwise noted, locate chord splices o at I14 panel length(+ 6" from adjacent joint.) ca C, c6 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of e required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8, Plate type, size and location dime nn' ii,gns shown indicate minimum The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS plating rePWIrements. 9, Lumber shall be of the species and size, and perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no. ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, Ro 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 anwa-wat HYDRO -AIR CITY OF SANFORD, FLORIDA PERMIT NO. l"" I I DATE 1c) THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME<::)Z ) (l ADDRESS OF JOB ) 'SS 1 Oa DEL -AIR HEATING & AM COND MECHANICAL CONTR1 RESIDENTIAL ;' LAKE M%&98RA 32746 Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK FUEL B.T.U. INPUT OUTPUT 1 II 1 VALUATION APPLICATION FEE AL Master Medmical CARD NO. PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 1, BAKERS CROSSING, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK PAGES , OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA UNRECORDED) NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED PLAT THAT THIS PLOT PLAN p+OHit I'Si BASED ON. E4 I1!b l;;L.6'6h ELEvxFIONS" Must meet city codes for finished floor / slab elevations or provide,, elevations approved by city engineering dept, for subdivision elevations to prevent flooding \, TRACT B 44 NON RA01AL 60 86 3 i N d' Io O j o N i oo' o 1W 4S I i 400 6.0. I opAn j00 LOT 1 L------------- DRAINAGE TYPE 8 4`?8 1 20' fN 'fO GO 2' eDANCEIN 1965 4ssa Aic j p j LOT 2 0 I I°• I i J-- Lfi rn N INMENTAL CONTROL EASEMENT h S 89*35'18" E 75.00' NOT PLATTED PER THIS PLAT BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15, PREPARED FOR: D.R. HORTON i PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES Y. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION FOR CONSTRUCTION. BUILDING SET BACK LINES SHOWN HEREON IS PER DATA NISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES Y. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 1 BEING S 00'24'42" W PER PLAT. FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: EEC ASM31983 REPOSITION 4-12-01 JMI JOB N0. PLOT PLAN 4-6-01 JML DRAWN BY: HOUSE FIT 3-29-01 RRI QDA= 15-19'28" R=75.00' L=20.06' CB=S 57'01'48" E C=20.00' LEGEND BUILDING SETBACK LINE CENTERUNE CNA CORNER NOT ACCESSABLE RIGHT OF WAY LINE A DENOTES DELTA ANGLE 99.9' PROPOSED ELEVATION L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PROPOSED DRAINAGE FLOW CL DENOTES CHORD LENGTH PC DENOTES POINT OF CURVATURE CONCRETE R RADIUS PI DENOTES POINT OF INTERSECTION LB LAND SURVEYING BUSINESS PRC DENOTES POINT OF REVERSE CURVATURE LS LAND SURVEYOR PC PT DENOTES POINT OF CURVATURE DENOTES POINT OF TANGENCY PRM PERMANENT REFERENCE MONUMENT TYP TYPICAL PCP PERMANENT CONTROL POINT A/C AIR CONDITIONER PPER PLAT CBW CONCRETE BLOCK WALL MEASURED RP RADIUS POINT FND FOUND OHU OVERHEAD UTILITY LINE SO. FT. SQUARE FOOTAGE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER U51#6393 320 EAST SOUTH STREET. SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY, RES+721CTIONS OF RECORD WHICH MAY AFFECT THE.TITLE OR -USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED -EXCEPT AS SHOWN.. 3. NOT VALID WITHOUT THE SIGNATURE, AND.THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. t ' 4 - rz IRY COLE, PSM #4403 H-H-H®RT®N® CUSTOM HOMES May 15, 2001 Tony VanDerworp, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter Bakers Crossing This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. 0 (nfor the following work: Construction of three SFR/ Sales Models D. R. Horton Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. 01-- 1 * to I will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. 0 1- 1 _, (c ( , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the Sales Models until all required land develop approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the Sales Models for occupancy until all of the above referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or the issuance of Permit No. 0 1 - j (o I . The owner also agrees to the following as additional conditions for Permit No. G I .1 l,_ 6 1 . 6250 Hazeltine National Drive, Suite 102 Orlando, Florida 32822 407) 857-9101 Fax (407) 857-9228 Tony VanDerworp, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. WITNESSES: Signature Printed/ Typed Name 1,7 Signature Sle Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Owner) Signature LbC_Y_- -A, LaW SDn Printed / typed Name A55} • SGYe4-ccy(_) Title The foregoing instrument was acknowledged before me this Qday of 2001 by fir'-i . Lavospo as A05-}- far for b L. D o who is personally known to me o u their FI rida State Identification. NO FC , PATMCIA L. COULTO w au uy a6 My Comm Ezp. 712612002 No. OC 762427 emau 1 own Notary Signature DU'"I.D. CITY OF SANFORD PERMIT APPLICATION Permit No.: +0 (0 r' n Date: 1 Job Address: Parcel No.: (Attach Proof of Ownership & Legal Description) Description of Work: Type of Construction: Concrete, 61 a--K. Flood Zone: Valuation of Work: $ V31 us- Occupancy Type: Residential Commercial Industrial Number of Stories: — Number of Dwelling Units: Zoning: Total Square Footage: Owner: D; , OtorInq Address: (PLII 6=1 I neMCL+'1) r i cz. City: DVACLydo State: Zip: ti3ZsZZ Phone No.: -4 05 -q , cl l t Fax No.: 4 pia Contractor: R.iC h K I.Ec. d Address: 4222 d 0 ZLI.&e Qa lL I o Z City: p State: _ Zip: State License No.: Cji cp-5', Do Phone No.: J( Fax No.: 1 ZZ-t Contact Person: I Apo Phone No.q 1 Ql Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: KJA Address: Architect: Address: , , _ 4 4! I, 1 15 /-TLdlbtnet z Fax No.: 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. Signatu4 of Owner/Agent at gnature of Contractor/Agent Date q u}s©n I C Gi . Print Ow e A ent's auw--,, k Print Contr td /A nt's 7! No. Date1t+ 9u8tbTiSPlori a Date m Exp. 7/2f 2002 N PUeua sMy Comm Exp. 7/26/2002 CC 762427 No. CC 762427 Yt ersmally Kna m (1 1 D- ( crsonalN (l Otlur I.D. Owner/ Agent is V Personally Known to Me or Contractor/Agent is /Personally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: Date: Special Conditions: S (nc\?g 13 City of Sanford Engineering And Pla n n iiig Department memory dum TO: Dan Florian - Bt i frig Department FROM: Robert J Walter; P.E. PL AN DATE: May 9, 2001 ENGINEERM NG SUBJECT: Baker's Crossins) N,10del Homes Permits. The engineering and Planning Departm,_ r,, has no objections to the issuance of building permits for three model homes, for proposed lots ! , _ &3 of Friesan Way of Baker's Crossing Subdivision. Please do not issue C.O.'s for these hones without the recording of the plat and our department's recommendation. Thanks - Bob - Engineering and Planning Del): ;Went Phone: (407) 330-5671 Fax: (407) 330-5679 FASHA_ENG\Development Review\04-:.:. , n eering\2001Takers Crossing Plat\Bakers crossing model homes.wpd Pri: it Jklay 9, 2001 (1:45pm) CWTV K 17 iNjb KNW7 vsh 5TATAWNr 15SUEb NY CZTW DF GANKA111 jTWAINT NUAW E01-0W, wiLLYING PET= NUNWtz UNAT MCI= TWITIC .......... 540 ,, ............... SUWU1V1ST"`^ PLAT BnOW: my ... PLAT WK PACE: QW! .......... 4-7 ------------- 77 ---------- PLIN/APi 0' ----------- -------------------------------------- WhQQ LAND VSF CATEGORY: 001 `SINGL6 FAMILY TITAWK UW0 TWE W: WSTWNTIAL 214 CKSCRIPTIK; SINGLE FAMILY NVUSs: KTACAT, - CON07RUCT10i 07 ---------- 70 1 A -1 -F -1 -7 ------ KTT-,-. --------- 11 - U 1 -1 -7 Q A- 7- -w - -P -17 0 - -n - -T I -P -0 T- -a -T 0. TYPT DIST SCHEQULL, Do= UNXT GF UNZW''', 00 ------- pr -------------- ALTRAIALS ZWL UWT 709W CjLLTCTjA3 159FA j UAL UNIT 1 Wu% LTURA11 SIHOX, STATEWST ScHviv Byt W- WOF j UAL UN17 A 51000 1 1, 5 4 . 0 ",, ON, UNIT AIPS34.00 MEW PRINT MANE) WE TO MECEIVINS SWATORYJAPPLECAnew PAILURb TO NnTKY OWWR 40- 14SUR- WELY PAYMENT NAY R25ULT Q YOUr LIKSITY Oil THO fn?* PFASONS AAK ADVISK THAT THIS 13 A LTAT&VtNT 02 VETO hilL11 AD VAERI.QANC, W! WAli DUE NALTQAUUhOFQUILRIT& WSONS ARE ALSO ADVISED THAT ANY ATOWTS W W.APILICANY, 01 UWNK TD AWAL TH5 CAUJLPTIONT OF TAU TWO, LIORW WiPW A10/0,' EQUCATICNAL UCHOW WPACT- WN mbST On QKWAID by MIN", A 5117121 22.120 11THIM 45 WIN= 0sys W TQ WANATURE ?Art WUVQ WT NOT LATTA T94A C QTTFTWT IF WWAROV 1, Accup"Wa T07 RKUYST 40% K;WIL" WY 1W W APQ;qCvThTj W T4' WNTY LAND OWNLOPMENT CWa C001" S Cr TM7 TUL05 WKWINQ AWWS, ZAY Wt KWO UP, UR T&QUISTWI 1-jP W PLAN TIQLAKOTATICH IFY10: 1101 VAST F13ST STREET? SANP000, rkawd w0m; ul-11so, w. 7:56. 0AVIANT OHM bb MAK W CITV WWWW") LEWIN Q7pAvTmyNT too Num vast AnNu.''', SAWAURTa FL 11771 WMENT SAGULT % QV MCK OR MIN&Y 01010y WD SHAW RIFUM& THP 5TAThNENT &UNUTA AND CITY VOIL0116 WAIT W&A AT TW 70-,) L75T Q 740 WICEm 906TH0 ZTATKINT 11 VAL4 OILY YN CQWUWTI N 117 KWATC! is W-1, FAMILY KILOINGr. FOPkl69OA-97 R4 ..... FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTIONF` t Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: D.R. HORTON 1965 LoT I Builder: D.1Z. AAo2-cnv,) Address: Permitting Office: erS Cross n Permit Number: City, State: , Owner: 'Z. HORTON 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 Cap: 42.0 kBtu/hr 3. Number of units, if multi -family 1 - SEER: 10.00 - 4. Number of Bedrooms 4 - b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1967 ft2 c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft2 - 13. Heating systems b. Clear - double pane 0.0 ft2 - a. Electric Heat Pump Cap: 42.0 kBtu/hr - c. Tint/other SC/SHGC - single pane 0.0 ft2 - HSPF: 6.89 - d. Tint/other SC/SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 192.0(p) ft - c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int Insul, Exterior R=3.0, 1722.0 ft2 _ EF: 0.86 - b. Frame, Wood, Adjacent R=11.0, 243.0 ft2 - b. N/A c. N/A 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, 1967.0 ft2 - 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 225.0 ft - RB-Attic radiant bairier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as -built points: 29896.00 Glass/Floor Area: 0.11 Total base points: 31664.00 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: Mills Air Inc. DATE: I hereby certify that this b ' ing, as designed, is in compliance with the F rida nergy Code._ OWNER/AGEN DATE: /f 0 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: S - Z_ -- > EnergyGauge® (Version: FLRCNA-200) FORM 6QOA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BSPM = Points Overhang18 Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1967.0 42.08 14897.9 Single, Clear NE 1.3 6.4 16.0 43.65 0.95 662.2 Single, Clear NE 1.3 6.4 16.0 43.65 0.95 662.2 Single, Clear NE 1.3 6.4 16.0 43.65 0.95 662.2 Single, Clear SE 1.3 6.4 16.0 56.64 0.93 842.7 Single, Clear SE 1.3 6.4 16.0 56.64 0.93 842.7 Single, Clear SE 1.3 6.4 53.0 56.64 0.93 2791.6 Single, Clear SW 1.3 6.4 28.0 52.82 0.93 1376.4 Single, Clear SW 1.3 6.4 7.0 52.82 0.93 344.1 Single, Clear SW 1.3 6.4 22.0 52.82 0.93 1081.4 Single, Clear NW 1.3 6.4 16.0 37.74 0.95 573.3 Single, Clear NW 1.3 6.4 16.0 37.74 0.95 573.3 As -Built Total: 222.0 10412.2 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adajcent 243.0 0.7 170.1 Concrete, Int Insul, Exterior 3.0 1722.0 1.40 2410.8 Exterior 1722.0 1.90 3271.8 Frame, Wood, Adjacent 11.0 243.0 0.70 170.1 Base Total: 1965.0 3441.9 As -Built Total: 1965.0 2580.9 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 0.0 0.00 0.0 Exterior Wood 18.0 7.20 129.6 Exterior 38.0 4.80 182.4 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 182.4 As -Built Total: 38.0 225.6 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM Points Under Attic 1967.0 0.60 1180.2 Under Attic 19.0 1967.0 1.10 2163.7 Base Total: 1967.0 1180.2 As -Built Total: 1967.0 2163.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 192.0(p) 31.8 6105.6 Slab -On -Grade Edge Insulation 0.0 192.0(p) 31.90 6124.8 Raised 0.0 0.00 0.0 Base Total: 6105.6 As -Built Total: 6124.8 INFILTRATION Area X BSPM Points Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGaugeO DCA Form 60OA-97 Energy Gauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 41744.6 Summer As -Built Points: 37405.4 Total Summer X System Points Multiplier Cooling Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Cooling Points 41744.6 0.3577 14932.0 37405.4 37405.4 1.000 1.00 1.048 1.048 0.341 0.341 1.000 1.000 13367.5 13367.5 EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 4f WINTER CALCULATIONS 1 Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BWPM = Points Overhang18 Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1967.0 4.79 1695.8 Single, Clear NE 1.3 6.4 16.0 12.00 1.00 192.1 Single, Clear NE 1.3 6.4 16.0 12.00 1.00 192.1 Single, Clear NE 1.3 6.4 16.0 12.00 1.00 192.1 Single, Clear SE 1.3 6.4 16.0 8.34 1.03 138.1 Single, Clear SE 1.3 6.4 16.0 8.34 1.03 138.1 Single, Clear SE 1.3 6.4 53.0 8.34 1.03 457.4 Single, Clear SW 1.3 6.4 28.0 9.22 1.02 263.4 Single, Clear SW 1.3 6.4 7.0 9.22 1.02 65.8 Single, Clear SW 1.3 6.4 22.0 9.22 1.02 206.9 Single, Clear NW 1.3 6.4 16.0 12.23 1.00 195.2 Single, Clear NW 1.3 6.4 16.0 12.23 1.00 195.2 As -Built Total: 222.0 2236.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adai cent 243.0 1.8 437.4 Concrete, Int Insul, Exterior 3.0 1722.0 3.80 6543.6 Exterior 1722.0 2.00 3444.0 Frame, Wood, Adjacent 11.0 243.0 1.80 437.4 Base Total: 1965.0 3881.4 As -Built Total: 1965.0 6981.0 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 18.0 7.60 136.8 Exterior 38.0 5.10 193.8 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 193.8 As -Built Total: 38.0 238.8 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 1967.0 0.60 1180.2 Under Attic 19.0 1967.0 1.00 1967.0 Base Total: 1967.0 1180.2 As -Built Total: 1967.0 1967.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 192.0(p) 1.9 364.8 Slab -On -Grade Edge Insulation 0.0 192.0(p) 2.50 480.0 Raised 0.0 0.00 0.0 Base Total: 364.8 As -Built Total: 480.0 INFILTRATION Area X BWPM Points Area X WPM Points 1967.0 0.28 550.8 1967.0 0.28 550.8 EnergyGauge® 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: 6035.6 Winter As -Built Points: 11352.5 Total Winter X System = Points Multiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System Multiplier X Credit Multiplier Heating Points 6035.6 1.0730 6476.2 11352.5 11352.5 1.000 1.00 1.073 1.073 0.495 0.495 1.000 1.000 6034.0 6034.0 EnergyGauge"" DCA Form 60OA-97 EnergyGauge(WIaRES'97 FLRCNA-200 FORM 60OA-97 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 CoolingIPoints Heating + Hot Water = Total Points Points Points 14932.0 6476.2 10256.0 31664.3 13367.5 6034.0 10494.5 29896.0 PASS EnergyGaugeT" DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: ien roATlnKJ D=nlir_TInM CnRAPI IANCE CHECKLIST COMPONENT§ SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum% 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. bA-ZZ U 111CK rMCOL mir 11vL; in 111w ..-.., .......... ... . CHECK COMPONENTS SECTION REQUIREMENTS Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be p rovided. External or built-in heat trap require 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. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 i ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 81.2 The higher the score, the more efficient the home. HOkTON, 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 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1967 ft' c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump c. Tint/other SC/SHGC - single pane 0.0 ft' - d. Tint/other SC/SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 192.0(p) ft - c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int Insul, Exterior R=3.0, 1722.0 ft2 - b. Frame, Wood, Adjacent R=11.0, 243.0 ft2 - b. N/A c. N/A 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, 1967.0 ft' - 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 225.0 ft - RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed a compliant features. Builder SignatuDate: Address of New Home: City/FL Zip: Cap: 42.0 kBtu/hr - SEER: 10.00 _ Cap: 42.0 kBtu/hr - HSPF: 6.89 Cap: 50.0 gallons EF: 0.86 0411: IE ST9p o. e tr eo yob 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 yourscore is 80 or greater (or 86 for a US EPA/DOE EnergyStarTMdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if youobtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 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 850/487-1824. EnergyGaugeg ( Version: FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY i File name: DRHOR^-28 . RSR Zone: For: D.F. HORTON 1965 6250 HAZELTINE NATIONAL DR. ORLANDO FL 32822 Phone: 407-857-9101 Fax: 407-857-9228 Bv: HILLS AIR INC. 6500 FOREST CITY ROAD ORLANDO FL 32810 Phone: 407-277-1159 Fax: 407-292-4390 Job #: Wdu: Orlando AP Notes: WINTER DESIGN CONDITIONS Outside db: 3 8 OF Inside db: 70 OF Design TD: 32 OF HEATING SUMMARY Bldg. Heat Loss 31455 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 31455 Btuh INFILTRATION Method Construction Quality Fireplaces Simplified Average 0 HEATING COOLING Area (sq. ft.) 1964 1964 Volume (cu.ft.) 15712 15712 Air Changes/Hour 0.8 0.4 Equivalent CFM 210 105 HEATING EQUIPMENT SUMMARY Make Trade Entire House FL SUMMER DESIGN CONDITIONS Outside db: 93 OF Inside db: 75 OF Design. TD: 18 OF Daily Range M Rel. Hum.: 50 Grains Water 44 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 30116 Btuh Ventilation 0 Btuh Design Temp. Swing 3.0 OF Use Mfg. Data n Rate/Swing Mult. 0.98 Total Sens Equip Load 29514 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 5980 Btuh Ventilation 0 Btuh Infiltration 3140 Btuh Tot Latent Equip Load 9120 Btuh Total Equip Load 38634 Btuh Make Trade COOLING EQUIPMENT SUMMARY Efficiency 80.0 AFUE Efficiency Heating Input 0 Btuh Sensible Cooling Heating Output 0 Btuh Latent Cooling Heating Temp Rise 0 OF Total Cooling Actual Heating Fan 1304 CFM Actual Cooling Fan Htg Air Flow Factor 0.041 CFMBtuh Clg Air Flow Factor Space Thermostat Load Sens Heat Ratio MANUAL J: 7th Ed. Right -Suite: Ver 4. 1 .27 S/N Printout certified by ACCA to meet all requirements of Manual Form J 0.0 EER 0 Btuh 0 Btuh 0 Btuh 1304 CFM 0.043 CFMBtuh 77 RSR23767 DRHOR-,28 . RSR Job# IVUtN Ut1L J: I Ul zu. lugnl`Jullc • 1.G - J111 Ra 11 1 Name of Room Entire House. MASTER BED RM. BED RM. 2 BED RM. 3 2 Running Ft. Exposed Wall 192. 0 Ft. 33.0 Ft. 11.0 Ft. 26.0 Ft. 3 Room Dimensions, Ft. 14.0 x 17.0 f t 12.0 x 14.0 f t 14.0 x 12.0 f t 4 Ccilugs, Ft Cundit.Optiuu 0.0 heat/cool d 0.0 heat/cool 0.0 heat/cool 0.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg i Clg Length Htg i Clg Length Htg Cig Length Htg Clg Length Htg Clg 5 Gross a 14B 4.6 2.1 1296 152 88 208 s+s sar Exposed b 12C 2.9 1.9 240 112 0 0 Walls and c 0.0 0.0 0 0 0 ss 0 a Partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 a. 0 s... s.. 0 s+s sss. 0 f 0.0 0.0 0 ssss ssss 0 ssss ssss G ssss sssr. 0 ssss ssrr 6 Windows and a 1C 37.0 183 6764 sss 16 591 4444 16 591 16 591 ss:: Glass Doors b 1C 37.0 39 1441 16 591 0 0 0 0 Heating_ c 1C 37.0 0 0 0 0 0 0 0 0 d 1C 37.0 0 0 0 0 0 0 0 0 e 1C 37.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 G 0 0 0 0 7 Windows and North 20.4 32 653 0 0 0 0 0 0 Glass Doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling E/W 54.4 105 5712 32 1741 16 870 0 0 S&SW 0.0 0 ssss 0 0 ssss 0 0 0 0 0 South 30.4 85 2584 0 0 0 0 16 486 Horz 0.0 0 0 0 G G 0 0 0 9 Otherdnors a 10D 14.7 9.9 38 559 378 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Nct a 14B 4.6 2.1 1054 4857 2170 120 553 247 72 332 148 192 885 395 Exposed b 12C 2.9 1.9 222 639 432 112 323 218 0 0 0 0 0 0 Walls cold c 0.0 0.0 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.'/ 2.2 1964 3331 43/2 238 4U4 b3U 168 28!) 3'/4 168 28b 3 /4 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 0.0 192 4977 0 33 111 0 11 281 0 26 674 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 28.4 8.0 260 7389 2078 32 909 256 16 455 128 16 455 128 13 SubtotBtuh Lossa6+g..+11+12 299b'/ 4ZZ'/ 194U 289U 14 Duct Btuh Loss 51/ 1498 5% 211 5"/ 9-7'+•' S^/ 144 15 Total Btuh Loss- 13+14 31455 4438 2045 3034 16 Int. Gains: People @ 300 26 7800 2 600 2 500 2 S00 Appl. @ 1200 1 1200 0 0 0 0 0 0 17 Subtot RSH Gain-7+8..+12+16 27378 3591 2121 1984 18 DUciBiuhGain 1G'/ s`•• 2738 10°/0 ss+ 359 10°/ f•`s 212 100/' 198 19 Total RSH Gain-(17+18)•PLF 1.00 30116 1.00 3950 1.00 2333 1.00 2182 20 CFMAir Required ssss 1304 1304 ssss 184 171 ssss 85 101 ssss 126 54 Printout certified by ACCA to meet all requirements of Manual J Form DRH0R•-28.RSR Job# MANUAL J: "I th W. --- tugnt•Jwte 9 . 1 . G / - WN x ncj i 1 Nam* ofRoom BED RM. 4 FAMILY RM. KITCHEN / NOOK DINING RM. 2 Running Ft. Exposcd Wall 11.0 Ft. 33.0 Ft. 18.0 Ft. 10.0 Ft. 3 Room Dimensions, Ft. 12.0 x 13.0 f t 15.0 x 21.0 f t 18.0 x 17.0 f t 10.0 x 16.0 f t 4 Ccilugs, Fl Cuudit.Optiuu 0.0 heat/cool 0.0 heat/cool 0.0 heat/cool 0.0 heat/cool TYPE OF CST 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 14B 4.6 2.1 88 264 tt 144 t•t tf.• 80 t... tttt Exposed b 12C 2.9 1.9 0 0 0 f.f p at Walls and c 0.0 0.0 0 tta p tt•t t.•. p tta p tta Partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 p tttt tttt 0 ttt r.st p tt• ttt 0 tttt fftt f 0.0 p_p p rsst ttls p ssss is:t 0 tiff st:r. p r.ilt sett 6 Windows and a 1C 37.0 16 591 53 1959 44" 28 1035 s•• 22 813 fst Glass Doors b 1C 37.0 0 0 0 0 7 259 0 0 Heating c 1C 37.0 0 0 0 0 0 0 0 0 d 1C 37.0 0 0 0 0 0 0 0 0 e 1C 37.0 0 0•"" 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 0 0 0 0 Glass Doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling F/W 54.4 0 0 0 0 35 1904 22 1197 S&SW 0.0 0 ftt: p 0:::: 0 p t. p p•:.. p South 30.4 16 486 53 1611 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 tt p 9 rhherdoora a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Nct a 14B 4.6 2.1 72 332 148 211 972 434 109 502 224 58 267 119 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 0.0 0.0 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 O.G 0.0 0 0 0 0 0 0 0 Gv 0 0 0 10 Ceilings a 16D 1.'/ 2.2 166 26b 34 / 31b b34 U1 3U6 519 6ul 16U 2'/1 3b6 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 11 285 0 33 855 0 18 467 0 10 259 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 28.9 8.0 16 455 128 53 1506 424 35 995 280 22 625 176 13 SubtotBtuh Loss-6+g,+11+12 1928 bu2./ 3'/"/6 223 14 Duct Btub Loss 5?/, 96 50/ 291 5% 169 5?4 112 15 Total Btuh Loss -13+14 2024 6118 3965 t•tt 2348 16 Int. Gains: People v 300 2 600 9 1200 3 900 3 900 Appl, @ 1200 0 0 0 0 1 1200 0 0 17 Subtot RSH Gain-7+8..+12+16 1710 4371 5169 2748 18 Duct Btuh Gain 10oi ttt 171 1D% t 437 10oi ttst 519 10oi ttl.! 275 19 Total RSHGain-(17+18)'PLF 1.00 1881 1.00 4808 1.00 tt's 5708 1.00 t 3023 20 CFM Air Required 4.4. 84 61 259 208 t'. 164 247 tttf 97 131 Printout certified by ACCA to meet all requirements of Manual J Form DRH0R-28.RSR Job# IVIluV Ulu. J: ru] [A. lugm-auuc Y . I . L r - 31N l 04J / I Name of Room LIVING RM. HALL BATH MASTER BATH RM. UTILITY RM. 2 Running Ft. Exposed Wall 34.0 Ft. 0.0 Ft. 8.0 Ft. 8.0 Ft. 3 Room Dimensions, Ft. 10.0 x 16.0 f t 6.0 x 13.0 f t 10.0 x 11.0 f t 5.0 x 9.0 f t 4 Ccilugs Ft Cuudit.Optiuti 0.0 heat/cool 0.0 heat/cool 0.0 heat/cool 0.0 heat/cool TYPE OF CST HTM 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 Grnss a 14B 4.6 2.1 272 t••• 0 ttt 0 t•tt a 0 t•t• Exposed b 12C 2.9 1.9 0 0 64 64 Walls and c 0.0 0.0 0 o. 0 0 0 Partitions d 0.0 0.0 0 0 tt 0 aft tt•• 0 t•t. t•.t e 0.0 0.0 0 tt 0 000. 0 t.. tt.. 0 tt. a.. f 0.0 0.0 0 tst ttls 0 rift test 0 ttts tttt 0 6 Windows and a 1C 37.0 16 591 0 0 ssss 0 0 0 0 st:: Glass Doors b 1C 37.0 16 591 0 0 0 0 0 0 Heating c 1C 37.0 tt 0 0 0 0 0 0 0 0 d 1C 37. U 0 0 s• 0 0 0 0 0 0 0 1C 37.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 o o 7 Windows and North 20.4 32 653 0 0 0 0 0 0 Glass Doors NE/NW 0.0 0 0 0 0 0 0 0 0 Cooling ENV 54.4 0•+•• 0 0 0 0•"• 0 0 0 SE/ SW 0.0 0 xsss 0 0 xsss 0 0 wss 0 0 ass* 0 South 30.4 0 0 0 0 0 0 0 0 Horz 0.0 0 t+++ 0 0 0 0 0 0 0 9 Other dnors a 10D 14.7 9.9 20 294 199 0 0 0 0 0 0 18 265 179 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 220 1014 453 0 0 0 0 0 0 0 0 0 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 64 184 124 46 132 89 Walls and c 0.0 0.0 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 0 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.'/ 2.2 1" 211 3b6 8 132 1'/4 11U 18'/ 24b 4b 1U0 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 lI Floors a 22A L025.9 0.0 34 881 0 0 0 0 8 207 0 8 207 0 b 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 lafiltration a 28.9 8.0 52 1478 41 0 0 0 0 0 0 18 512 144 13 Subtot Btuh Loss-6+8..+11+12 b 111 132 b'/8 1193 14 Duct Btuh Loss 5°/ 256 5% 7 5•/ 29 5^/ 60 15 Total Btuh Loss - 13+14 5377 13 607 1252 16 1nt.Gains: People@ 300 3 900 1 300 2 600 1 300 Appl. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH Gain-7+8..+12+16 2976 474 969 812 18 Duct Bluh Gain 10'' t!s 298 10% ts•x 47 10"/ t!:* 97 100i t!!t 81 19 Total RSH Gain-(17+18)•PLF 1.00 3274 1.00 521 1.00 1066 1.00 894 20 CFM Air Required t"s 223 142 ts 6 23 25 46 sa• 52 39 Printout certified by ACCA to meet all requirements of Manual J Form DRkR- 28 . RSR Job# MANUAL J: Jlrl tA. KJgnr-JUIIC 4 . 1. G r -- ZNIv A-1 . I Name of Room MASTER CLOSET 2 Running Ft. EJposcd Wall 0.0 Ft. Ft. Ft. Ft. 3 Room Dimensions, Ft. 5.0 x 12.0 f t 4 Ceilugs, Ft Cuudil.OpliUu 0.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg I Cig Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.6 2.1 0 tts rw• ss.. p. tr• Exposed b 12C 2.9 1.9 0 Walls and c 0.0 0.0 0 rs.. t.. r.ss s. s. s.. Partitions d 0.0 0.0 0 so*. e 0.0 0.0 0 rs.. s..• s..r ssas f 0.0 0.0 p ltt.t tss. tssr. st.r. t. tttt sss tees ssss 6 Windows and a 1C 37.0 so 0 0 ssss ssss ssss ssss Glass Doors b 1C 37.0 0 0 Heating c 1C 37.0 0 0 d 1C 37.0 0 0 s•s• e 1C 37.0 0 p 4000 s. so.* sss f 0.0 0 0 t.. 7 Windows and North 20.4 0 0 a Glass Doors NE/NW 0.0 0 0 Cooling E/W 54.4 0 0 SE/SW 0.0 0 ssss p ssss ssss ssss South 30.4 0 0 HorL 0.0 p 0 Ri." R Other donrR s 10D 14.7 9.9 0 0 0 b lOD 14.7 9.9 0 0 0 9 Nct a 14B 4.6 2.1 0 0 0 Exposed b 12C 2.9 1.9 0 0 0 Walls and c 0.0 0.0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0.0 0.0 0 0 0 f 0.0 0.0 0 0 O 10 Ceiling's a 16D 1.'/ 2.2 6U 102 134 b 0.0 0.0 0 0 0 c 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 b 0.0 0.0 0 0 0 c 0.0 0.0 0 0 0 12 Infiltration a 28.9 8.0 0 0 0 13 Subtot Btuh Loss-6+8..+11+12 1U2 14 Duct Btuh Loss 50/1 5 sss. oi" s.. o ON s 15 Total Btuh Loss - 13+14 107 16 Int. Gains: People @ 300 1 300 Appl. Q 1200 0 p 17 Subtot RSH Gain-7+8..+12+16 434 r"• 18 Ducl Bluh Gain 100, t' 43 0/0 tf Rf 0/i RSRt 0 t.ttt 19 Total RSH Gain-(17+18)•PLF 1.00 477 so 20 CFM Air Required ssss 4 21 ssss ssss ssss Printout certified by ACCA to meet all requirements of Manual J Form r v u N y; \ E EG FoMwlt D uw GY Of i. PAO LOGAT CKCRO\ CP1 I L I FAlay i wuK o rocc ROOM lox6X 6 CWL F I , 6D. BDR][. 3 dD ELA BDR]I. 2 N00X I el 4,, r y Y ti•I V L. g 4 A q- + B OWNER'S i i SUITIQwW'. CA rAL CVFi nNp1 y u• AFT-. O-L N MET 5AFE1Y POM c: DINING 2m r--ter— rt. DJ ATTIG MJ liw M 0 GARAGE SRIFYa LOCATIOK a G OUTLET Ro (o V1 f l T KAGE' BUILDER \\a Cva PROJECT MODEL\BUILDING ol) REVISION DATE: Soy wNEW LOAD #J 1___ CARPENTER CONTRACTORS OF: AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN. FLORIDA 33880 941) 294-6449 4 AX- ......... . vie Orr 44A VJ haO -"-,tF-LoC 17". mod-%E 0A I c5 tu-00 vx0 7] Zz Wo X* A.# 7' DAVID NORMS IENGINEERIIIG Tc- . 3a VMTAM MAVEJk FL 3 -TC.Txz p6c V 10 PSC E D f-- JAM 3 A 19qi,. F` ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 October 25, 1996 Mr. Jim Nick Carpenter Contractors 3 900 Avenue G, N.W. Winter Haven, FL 33880-6201 Dear Jim: This is to confirm our conversation earlier today that a 2x4 utility grade Spruce -Pine -Fir may be used in lieu of a 1x4 #3 Hem -Fir, for continuous lateral bracing. If we can be of further assistance or if you have any questions, please give me a call. Sincerely, ALPINE ENGINEERED PRODUCTS, INC. 9 - - Walter P. Finn, P.E. Senior Chief Engineer R This Is A tlsnYor ous Condition Sheathing I TO PRE.VL•'N1' 'PINTS FAILURE, ANCHOR Canpresslon Watnl d/FOR RESTRAIN TILE mature and alto buckling. LATERAL, BRACING 1 Cunlinuout Istarst bracing ( ISE METHOD SHOWN AT maintains spacing, but Q ® 6 ®, OR ANOTHER pormlls Iatetal buckling STRUCTURALLY SOUND theall webtkne. ms •t METHOD SPECIFIED BY tins same tMna. PROFESSIONAL ENGINEER altering lot truces OR ARCHITECT. 2 ANCHORAGE BY BUILDING DESIGNER other anchorage provisions for other types of walls). shoulbing CA r= C=3 t= 3 p q O O r-7 O o 0 I= O O G7 t= 1= 0 0 o ALPINE o TRUSS o G O O CO = O O Image (by building tsar) Into tolkl and restr nos lateral no. t1wril Pleventingl buckling. 111nuotNs lateral txecing. COWnpra1 Caillug ANCl10RAGL OR RESTRAINT OF LATERAL BRACING The drawing below shows how to restrain the CLS needed in trusses (drwg. shows EXWLE TRUSSES as SCISSORS STYLE) when the adjacent trusses have a different configuration (FINK shown here.) The Lateral Brace restraining members are 2x4's (,r ), the ends of which are attached to TOP & BOTTOM chords. The diagonal brace may be attached to the CLB or the web opposite the CLB. Use the some nailing shown in 3A. Alpine standard drawing 137 shows various types of anchorage of restraints for continuous lateral bracing. Among them is a case where the web lateral bracing is anchored by a diagonal brace at 45 degrees from a horizontal plane. A 5 degree deviation is structurally acceptable. if the deviation is greater than 5 degrees, a second diagonal brace shall be provided such as to make all "x". The CLB as well QR as both ends of this diagonal brace shall be anchored with 2- 16d cormnon nails. 3A 1) a R EXAMPLE TRUSSES DIAGONAL BRACE RESTRAINT (SCISSO WITHIN THE UNIT (3A & 3B) STYLE•') 4Diagonat brace way traverse wore than 2 trusuAli, depending on truss height. IE I MF G R T A N 1 *UCTS, INC. SHALLL 1101 BE RESPONSIBLE FOR FOR ANY DEVIATION FROM THIS DESIGI4 OR IIIESE SPECIFICATIONS, OR ANY FAILURE 10 BUILD 111E TRUSS NI CONFORMANCE WITH OSTBB BY TPI. ALPINE CONNECTDRS ARE FADE OF 206A GALV. STEEL MEETIH6 ASIR A446 GR B EXCEPT AS NOTED. APPLY COI4IECIORS TO EACH FACE OF TRUSS Alto UNLESS OTHERWISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PER DRAWING$ 130, 150 t 160A-F. DESIGN STANDARDS CONFORW N/APPLICABLE PROVISIONS OF 1105 C TPI. AN ENGINEER'S SEAL ON 11115 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE 114 ONLY. AND SHALL 1a)T Be RELIED UPON IN ANY OTHER WAY. 4--IP1 - TPAISS PLATE 11IS11TU1E. fins - tool NArIOIIAI. TIES Sheathing Compression web-alo, or vertical, or web needing bracing. Continuous Itlleta) brsce 2x4 13 or 904d grac National Imace nallsd to oppo his side of well pray lateral movettlonl old she bu 10116alud at applorkns 20 taut Intervals. Attach with (2)-16e at each and to rhos and to side of web continuous lateral W A RN I N q-UssLS HEOUIHE EXTREHE CARE N HAIGLING, ERECTION A140 BRACING. SEE 1118-91 DY IPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT. BRACING RE OUIREItENIS. UIILESS OTHERWISE IIIDICAIEG. TOP CHORD SHALL BE LATERALLY BRLCEO WITH PROPER LY ATTACHED PLYWOOD 5REA111111G. BOTTOM CHORD WITH PROPERLY ATIACNLD RIGID CEILNIG -- SEE ALPINE IECHHICLL UPDATE (7/1/911 FOR PROPER DRYWALL APPLICATION. FkHHl 1I A COPY OF ]HIS DESIGN TO lilt TRUSS IRECTIHN C11111HACTIIR. N SPECIFICA110H 1`011 WOOD 1:00SNXBll1011 IRATE 10/06/94 1 L-ENG WLiH- t PAGE 26 FOR LOADING, LUMBER, PLATES AND OTHER DATA NOT SHOWN HERE, SEE ALPINE DESIGN DRAWING USED IN CONJUNCTION WITH THIS DETAIL. NOTE: DETAIL FOR BEARING NOT LOCATED DIRECTLY UNDER VERTICAL LIED. CENTER I LINE OF VERTICAL WEB. 3OTTOM CHORD DEPTH j NOTE: DISTANCE "A" MUST NOT EXCEED THE DEPTH OF fHE BOTTOM CHORD. PLT. TYP.-ALPINE Atr U11 CNC111[C1CD /1000C1{. I4C. lausf Cl a[OUTA[ CRI A[n( [M[ 0 0 0 0 0 IMPORTANT** sxau Iwl R[ 1[SIONSIIIf' 0 ANY WARN (N G IN Nmmuxc, caccrlON A,w0 C PTRUSS O O[YIAIION FROM iNll D[SICN Us IN($[ SP[CIFICN110111. OR ANY 1sACINC. SC[ N11.11 SY IPI. SC[ Ix11 DESIGN C= C= A ILUR[ TO 1UIL0 IN[ 11Un IN CO.104AANC[ Ulf" Os11s 1Y Iff Oa AnoII10Nµ1 ClµPUMN[xl 1RACINC A[ CONN[C101S 11C nADt 0/ W. C11w. n[(L D[111N6 Ann OU101[Nli, tw1111 01N11U1SC SNOICA1s0. 10PQAYYIC/ A IRCI 1A{RollU.NIPLT CU,INIC1Dxi 10 IACN FACE Of CN010 1UALL 1[ LN11RI0.LY 11A000 WIN P4 OYCR LUCNIlO fill INII ULSIC% V01111011 LY RIIACII(O PLYII000 [N(NININ6. U41104 CNURDUVUIIUNIII[ICONN[C'ONE[1OSAxIRCi111. 1!1 L I1RA•/. OLSICN ilaNUNAOS WIN PNUP(NLY NIIIICIILU A1c10 C[ILINC -- lit C O1UYN/lICA1lC PROVISIONS Of NOs t lrl. AN [NCIN[(1'i µ11NC I[CNNICAL UPORI[ 4111"1$ ION F&OPC4 o O Mall INIs D4AUINC AM US 10 I11( CINIMifNl D[rIC110 Np[ DRYUAIt APPLICA11011. fUNN11N A COPY Ol IN!1 cmIN p 3 [_ [ [. O ONLY. Pilo CNALL 401 1( /QICO UPON IN A1IY 0116cA UAY. I Ot tl CH 10 IN( fouls [11[C110N C01111ACIUA. 1P1 . I1Ui1 PLAIC INf111011. _ NOS • ISM NAIIOUAI Oftl CN SPICIf ICA11DN CON 0000 CONtisUCllRx DESIGN CRIT:TPI TC LL TC L nC nt. IO1.LD. OUR.FnC. REF PSF OnTE 07/21 / PSF DRUG 694, 3811 PSF fIC-rm LRI-1 PSF O/n LEN. DETAIL V 1 1/2"-hl HL CONDITION "B" 1 1/2" 1 CONDITION "C" MAXIMUM TRUSS BEARING CAPACITY CHART For Lumber Crushing) LOADS PERPENDICULAR TO GRAIN {* j LOADS PARALLEL TO GRAIN (**I COiks lTlC}i...:C;:...... ;: ::: :.`;::: 1 R1 R1 R1 Bearing Dense RN Bearing Dense 21N 3 Widlh So. Pine So. Pine 1=°,lidth So. Pine So. Pine So. Piro L' 660 PSI 480 PSI L' 2000 PSI 1600 PSI 975 pCI ii2" Y95n 360# ` 1 SOO# 314" 7404 540# 314' 1,900## 1,290## 7504 1" 9904# 720# 1" 2,550# 1,725## 1,000# 1-112" 1,485i# 1080# 1-112" 3,025## 2,5I30# 1,500# 2' 1,983# 1440# 2" 5,1 Do## 3,450## 2,000# 2-1/2' 2,4754 1800# 2-1/2' 6,375## 1,300## 2,500## 3" 2,970# 2160# 3" 7,650# 5,175# 3,00041 3-112" 3146S# 2520# 3-112 8,925## 6,000# 3,500# 5-112" 5,445## 3960# 5-112' 14,0001- 9,";35# 7-114" 7,175# 5220# 7-1/4" 18,4801# 12,500# Loads MAY NOT he ircreased for duration factor. Loads MAY he ircreased by appropriate duration factor. WARNING: TRUSSES REQUIRE IMPORTANT' ALPINE ENGINEERED PRODUCTS. INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THESE EXTREME CARE IN HANDLING. ERECTION AND BRACING. SEE(BRACING WOOD SPECIFICATIONS OR ANY DEVIATION FROM THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH THE TRUSSES: COMM NTA AND RECOMMEN- DATIONS -'TPI). SEE THIS DESIGN FOR ADDI- QUALITY CONTROL MANUAL" BY TPI. ALPINE CONNECTORS ARE MANUFACTURED FROM',0 GAUGE GALVANIZED STEEL UNLESS TIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. UNLESS OTHERWISE SHOWN. OTHERWISE SHOWN. MEETING REQUIREMENTS OF ASTM M46 GRADE A. APPLY CONNECTORS TO BOTH FACES AT EACH JOINT TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEA- p ++ AND LOCATE AS SHOWN BEARING WIDTHS ARE 41-' NOMINAL UNLESS OTHERWISE SHOWN S CONFOflM THING, SOTTOI.I CHORD WITH RIGID CEILING ON DESIGN. NOTBRACINGUSETHIS DESIGN Willi AS F HE RETARD NOTTRUSS Ao WITH APPLICABLE PROVISIONS OF'NIOS- NDIIANDAPI TREATED LUMBER TPI . THUSS PLATE INSTITUTE; NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. TIC LL: TC DL: BC DL: SPACING R1 REVISED FED 1/22/92 T. TPI PSF PSF PSF PSE- DWc:. 1,161, 668 FNr,• VB 01A LEN: - - - TYPE: BEARING CHART rapt Np ! PII, 4 - PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS 11101CATED UPLIFT 155 PLF BRG.LDC (FT): OVER CONTINUOUS SUPPORT UPLIFT BASED ON to PSF TOTAL DEAD LOAD. (SBC} WIND SPEED A Ito MPH. MEAN HEIGHT -- UP TO 30 T. ENCLOSED. CRl> FOR VERTICAL LESS THAN 11'0": 1.50 ALPINE, 13 WOOOLOC. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC. SPLICE, PEAK JOINT, AND HEEL JOINT PLATES TO MATCH COMMON TRUSS. ALL CHORD GRADES TO MATCH COMMON. TRUSS. GABLRS 2210— OVER14ANGLSUPPORT THE (DROPPED HEELLORD CABLE)DSPACED OU2l" D.0 .,UOII END OR THE LOAD FROM 12" PLYWOOD OVERHANG, (NOMINAL HEEL GABLE). HORIZONTAL WINO LORDS MUST BE TRRNSFERED INTO THE ROOF AND CEILING RESPONSIBILITYOOFETHEON AND BUILDINGSIGN OFDESIGNER 4ESE SYSTEMS THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIRPHRRGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. OVEaIAN-- c DETAIL 111CLUDE-S--} j11US5E5 AT 41 _ a FASCIA1 Y 1 7/16" MIN11AA4 APA 1 u ' ILAIED SIIEATIIINU 3/1" I -LADDER NITII' INSTALlEO 5fI1N LONG DIMENSION STEPS P 24" O.C. PERIlENDICULAR TO I1 x SLA'POft15. 2X11 OR GREATER N/LADDER R2CHORDS I 2X4 WEBS -- le REFER TO GRADE, SPACING. y { AND BRACING INFORMATION END - TI AI, T _ 6-fl1REli6P tu- NEs ] / Z7O all $paiA CONTINUOUSBEARING P_ 7 TYP - At. P I HE iPI-95 I hIPORTANT**"""( EHc1NECtEO ' Ro0Oc11. u$c C1 CO C= 3 CM C= SMALL NOY It A1[f0H11/l1 f0A AIY lC C==) O OTYIAIION rho" THIS OEIIGN OA IN[S, HEC If ICA110H1. OA AHY p p G7 L= 1AILU4[ IA f01L11111E IAUSf iN COHIDAMNC. WIIN Df111 OY Ifl l 1 O O AIPINS CONHCC t0A1 All "ADC 01 LIGA GALY, 11[CL ACEIING AI1/1 C C=3 L= AYY/ CE 1 [YC[fl AC NOTED. APPLY CAI0NCIO41 10 EACH fact Of T C IAUII AHD UMLIIS OINEAUIIE LOCATED Doi 11111 OCIIGN, f01111011 f1LP I NF 1CONN[c10AO PCs oft" INC1 IL/. 134 1 C/IA-/. 0[IICN IIANOAA01 DYIIE'DAA WIAPPLIC AIL[ fA 0Y1110N/ Of 001 [ IFS. AN (NG INf EA'1 G TRUSS, G7 SEAL GN INIt AIANI AG ANUS{ 10 UK COM OHINI OEPICIla of 4l O IN OHLY. AND !HALL NOV AC A[L1[0 ' ON IN AnY OIH[R MAY. Iy t 1 --TPI 1 TAU11 PLATE INlT 51E. 1101 ^ IOU STUD SPACING / BRACING MAXIMUM STUD LEIIGTII t11T11 BRACES) 2X11 1 ) 2X11 2 > 2X'I 1) 2X6 2 ) 2X6 So. PIHE DEFLEC- NO I11 L„ l" L" BRACE 113 I BRACE BRACE BRACE BRACESTUDCRTL/2110 3' loll 7' 7" 91 61, 12, 31, 21.111 L/ 1 20 II' 5" 7' ?" to, 31, 12' 3" 111, 0" L/2110 III 11„ 91 2" 10, 11„ 1'I' 0" 1111011 Gil L/ 120 5' 6" 9' 3" 12' 8" Ill 0" 14' 0'1 140TE : L/2110 - STANDARD BUILDING CODE REOUIREMENT FOR BRITTLE FINISH (STUCCO). L/126 : STANDARD BUILDING CODE REOIIIREMEHT FOR FLEXIBLE FINISH (SIDING). fl) (1) 2X4 03 SO. PINE " L" BRACE. ATTACH WITH 0.128" DIAMETER X 3" NAILS 21, D. C. IN END 20HES1 'I" O.C. BETWEEN ZONES. B > ( 2 ) 2X4 03 SO. PINE " I-" BRACES. ATTACH EACH III TH 0. 1 28" DIAMETER X 3" NAILS 3" O. C. IN ENO ZONES: 6" O.C. BETWEEN ZONES. C) ( I ) 2X6 112 N SO. PINE "I-" BRACE. ATTACH WITH 0.128" DIAMETER X 3" NAILS all D. C. IN E140 ZONES; 'I" O.C. BETWEEN ZONES. D) (2) 2X6 92 N SO. PINE "L" BRACES. ATTACH EACH WITH 0.128" DIAMETER X 3" NAILS 3" O.C. 1N END ZONES, 6" O.C. BETWEEN ZONES. R3 j I . WAR H I N Ult. 11ER AEOUIIE [NIAEOE CAA, IN HANDLING. fACITION AHO . t AACINO, SEE N11-It of ift. It, IH11 o[IICN EON 0001110AIL SPECIAL ff4nA1EN1 SAACING At SUTAENEnI1. Unl C11 OIIIERWIIE 11401CAt,G. 10f IWOAO WALL 14 LAIEIALLY BRACED W1111 PAWS LY ATTACHED M11000 INCAINING, 11011011 C110110 . Will$ PAOff SLY A111KNE0 111010 C[ ILING -- 1E1 ALfI II UCHNICAL UPDAIC I/)11111 IDA PPOP[A DRYWALL APPLICATION, 004NIR1l A Cow Of TWO 011101 to III[ 1RU11 911Cl IoN CoIITAACIOA. ota E l ) DC R3 REV FLA 9 - EI - CIS IZZ AP ReV 12/2lk/96 RI Revised RP 11/17/95 NOT TO SCALE DESIGN LOAD / OUR. FRC. REF GFlk3Lk COnOUtatIONs 1GRAVIIY> GATE OLI/17/95ORWGE- 002 60 PSF 1. 25 FL-ENG WHN NOTE NXGLGxx SEE APPROPRIATE ALPINE DRAWING OTHEH DATA NOT SHOWN HERE. FOR LUMBER, PLATES AND xGABLE STUDS. ATTACH TO TOP CHORD AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. SEE CHART FOR SPACING OF GABLE STUDS. (++) xx 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD, DIAGONAL WEBS, AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. ALL ** GABLE STUDS REQUIRE "T" BRACING. "T" BRACING MUST BE TOENAILED TO GABLE STUD WITH IOD NAILS AT 4" O.C. PLUS A CLUSTER OF 160 TOENAILS AT THE TOP AND BOTTOM CHORD. SEE DETAIL FOR NAILING. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. PLATE AS REQUUIREO ON APPROIATE ALPINE DRAWING. PLYWOOD SHEATHING TRUSS HAS BEEN DESIGNED FOR 110 MPH WIND SPEED, ENCLOSED BUILDING,; 30,0' MAXIMUM MEAN HEIGHT, STANDARD BUILDING CODE. SIDE 7 2X4 Alpine, or 24 Woodloc, VIEW Ior3X6TruloxTYPICAL (++) ALTERNATE LOADING: IF TC LL 20.0 PSF 0 PSF TC DL+ BC R 10.0 PSF TOT.LO 50.0 PSF OUR. FAC. 1.25 SPACING 24•0" VARIES 1 A * t TRULOX NAILS: 0.1205"X1.375" GABLE STUD SPACINGTRULOXNAILSOREQUAL. (4) - NAINAILS PER MEMBER ARE REQUIRED ON EACH FACE OF EACH PLY. SEE 24'o.c. MAx. SEE ABOVE DRWG. 142 FOR TRULOX INFORMATION. PAN REQUIRED OF GABLE cm x (STUD MUST BE ATTACHED TO TOP AND DOT CHORDS ONLY) _ GABLE STUD SPACING HAXIMUM LENGTH = 2X4 SO. PINE 3 24" O.C. 3'-11" _ 2X4 SO. PINE 3 16" O.C. 4'-5-- _ 2X4 SO. PINE 43, 12" O.C. o_-a__-_------_ e------------------------ e__o_____-___..- X (STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL) _ T" BRACE REQUIRED SPACING MAXIMUM LENGTH = 2X4 SO. PINE 43 24" O.C. 5'11" _ 2X4 SO. PINE 43 16" O.C. 7'3" _ 8'-0" - 2X4 2X6 SO. S0. PINE PINE 3 2N 12" 24" O.C. O.G. 2X6 2X6 SO. SO. PINE PINE 2N 2N 16" 12" U.C. O.C. 11'-B" _ 12'-10" _ CEILING O.H. 1x3 AI PJVFI- LATE OR 13 WOODLOC PLATES MAY BE USED FOR * STUDS 3'0" PL TYPE AL I P - FURNISH A COPY OF THIS DESIGN TO ERECTIC U'SWED rr'DDUCIS ItC. muss+:. AEN7AE EXTREt'E Ckrl CI O f7C] f=O 1= E o p O L= r= o 0 0 1 o ALPI14- o T 7-I o r 1 RUSS ALVIKE_ ENC-, ETE I M P O RT ANT * K SHALL HOl DE RESMVSIOLE FOR ANY WARNING IN WILLING, ERECTION AIL DEVIATION FROM THESE I'MCIFICA11005 OR ANY DEVIATION MAIN DAACING.rrr• "18'91 DIMCING N000 IOU6SE6: THIS DESIGN OR ANY FAILME 10 GUILD TIE TR1/66 IN COt•FCAMME COMMENTARY AJ40 IECOH.ENOATID 4i-+TP11 . SEE WITH THE "DUALITY 61ANOARD OSIDO' BY TPI. ALPIIIE CUBA:GTORS THIS DESIGN FOR AOOITIONAL SPECIAL PERHA- ARE HANUFACTWIED FAUN 20 SAME SALVANInO STEEL UNLESS RENT BRACING TEOUIRENENTN'. UILESS TRERWIGE. OIHERNISE SNOW WEETIIIG DEOVIIIE14HIS OF ASIN A445 GRAVE A. RIM TOP CHW SHALL EIE LATERALLY BRACED APPLY COMECTOnS 10 BOTII FACES AT EACH JONII AND LOCATE AS WITH PROPE4i.Y ATTAC4EO,PLYW00.. SIEATIIING, SHOWN. BEARING WIDII16 ARE 4' NOMINAL UNLESS 0111ER4ISE Slr FIOTTOH CHORD WITH RIGID :FILING OR BRACING DESIGN SIAHOAA05 Cow" WI1H APPLICABLE PROV76101Ifi OF A5 6PE CIFIEO D4 MSIGN, DO NOT ME THIS 11NDS AINI KIP) KI). DESIGN WIIH FIRE RETARDANT TREATED LONGER: 7 - TRUBS RLT N--TPATETIIIUIE, 'IDS - 14AY1YID UAL DESIM SPECIF3CATID4 FOR WOOD C(V4STAl1I:130t1 4) 16D NOTE: TRUSS ERECTOR IS RESPONSIBLE TOENAILS FOR PERMANENT WEB BRACING. WHEN BRACING IS REQUIRED, FURNISH A COPY OF THIS DRAWING TO TRUSS ERECTOR. NOTE: GABLE HAS BEEN DESIGNED TO SPECIAL TRANSFER ALL HORIZONTAL WIND LOAD IN GABLE TO THE FLOOR & ROOF SHEATHING DIA— END PHRAMS. CONNECTIONS & DESIGN OF THESE: 5 TRUSSSYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. CGL 2X4 "T" 2x611T" 4) 16D BRACEBOTTOM BRF( 4) TOENAILS VIEWGABLE STUD 16D tim ENAILS 4) ' 16D TOENAILS OR LESS. TRACTOR REV. WLB 10- 6-94 TOY OR BOTTOM REV. CLR 12-8-93 CHORD OR GABLE REV.CLG10/10/8' TRUSS REV. CLG 9/15/89 REV..CLR 5- 3-96 REV. CLG 8/29/89 SCALE = 0.3750 DESIGN GRIT TPI REF STUDDED TC LL 30. 0 PSF DATE 06/07/89 TC DL 15. 0 PSF DRWG 876,719 DL 10.0 P5F HC-ENG CLG jBI TOT.LD. 55.0 PSF 0/A LEN. VARIES DUR.FAC. 1. 33 PITCH ' VARIES SPACING SEE ABOVE ( TYPE COMMON sm ___ AN 111P,W-1' DE[AIL - TYPICAL III PJACK/KING.)ACK 1111S O41f1 I'llI VAR I D I It011 0-11114111 It IUPIII (I IIAIIS A [I full its1014%) S11111111111) RY III IIsS 1.11 It. TOP CHORD 2x4 SP p2 N 1301 CHORD 2x4 SP p2 N WENS 2x4 SP #3 MEAII IIEIGIII 30 _ 30 30_ INCLOSE1) SBC UPLIFT WIND SPEED 100 _ 100 110 118 CHART DEAD LOCATION 0.0' 9.83' LOAD 10 15 320 2504_ 370 2709 5a0110480#_ 15 3309 3901 30' MEAN IIEIGIIT MAX. BUILDING. ASCE 7-93 UPLIFT CIIART MEAN WIND DEAD LOCATION IIE I6111— _SPEED— LOAD _0.0' 9.83' 30 110--10 bOD_ 600g F.tICI`ii5F1) BUILDING, I-1.05, EXP. - C IIIPJACK SUPPORTS 7. 0- 0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND 1.1240.00 TOTAL. LOAD. IN LIEU OF BEARING, WALL, PROVIDE 3-160 TOENAILS OR PROVIDE A HANGER ON BOTTOM CHORD FOR 819p. RI 1 W3X4(A1) = 2.9-15--1 R-695 W-2.00' MINIMUM PLI TYP. Wave TPI.95 Design CriLeria: TPI STD WARN IAUSlIS RI fill IAIIf NI CA11 IN IAUA ICA 1104. UANIII IXG,• SHIPPING. INSIAII ING AMU by ACIk4. IIII1 IU NIU YI lb AY1111YU IY1l all lN4 1111 bYAC11, 1'UU115111 Ir UI IYI IIkU1! Yl All I . 111II, /6] U'UYuI NIU UY SUI11 100, NAGS SUY, NI S]1IS1. IUA SA1111 YN ALI IiIS PA IUA Ib P(XIOANIYG IUI SL IUNC110N$ UN1151 011,14;111 (NOICAII U, IOY CUUY11 S11AI" Y.A1l YNOPINIr AI 1 ACIIIO SIAUCIUp AI YAY111. 0 11U11 C11UR11 SIIAII NLPI A PA0PI A11 AI IAC U(1) k16111 Ct It IkG. IHf•11N IAllI•• fUNNI"I A CUI'r GI 111 L! III SIGN IU 1MI INl1 All Al1UN (UNIRACIUR. AI YIAI INGINIIX10 - Pk 000L1l, IkC. SUAII NUI UI NI SPUNSItlII IBA ANI UIrIAI IuN INUN IuIS 11111 GN; AA1 IAII UAI 10 bU I10 114 IR1u:1" !Y CUAIUXI/ANCI NII11 IPt; UX IAbRICAI ING, 11Ak1111111 SHIPPING. 1411AIIING AAO 1 -"' ALPINE —I BRACING 01 IRUSSII. I01S fit SIGN CONIUANS fit lit APPI ICAUII PRUY I SIGNS Ug AOS (NAflOAAI Of SIGN SPICII ICAI IGN PUM ISUI II Of fill ANI RICAk I WI $I Alto YAPIX ASl11C IAI lick) ANU IP1. AIPI l Cflkkl Cl(1NS ANl NA0I UI COCA ASIN AL!] GRAD GALA. lllll. (ICIYI Aj AuIIU AY PII [UkY(CIOA! IU,~ AC11 fACI UI IRUS1. AYU ONI g1I UIIfI RYISI IUCA110 0Y I1115 bISIGN. YOSf 110N COit ICI0 1,r - IkANIkG1 IGO A I 1111 Sf Ai UN 1111, IINAYING 1NI11CAI1S ACC'PIANCI UI YXU11 !l IUNAI IYGI NIININ4 AI(!Ill.L' LI16111C((C p7((IIICIS, Inc. lUlldY( acrrd . ])ucl XIlYONSIBII Ilr S011ll IUD lul IXU15 CUInONINI IIISIGN SIIIfYN. lul lUIIAtl11111 AAU USI UI INIS CONY ON(AI IOR ANI YARIICUI AA tlUll01 NG IS 'I atXI SYO it ifit UI lul NU NI UTAG At SIGYI A, PtR AASIIIPI 1-1991 SICIIUX 1. - 19 9 Ak TOP HAIL BEARING, BOTTOM NAIL BEARING ALTERNATE BEARING WALL R" 819q 11-2.00- MINIMUM R1 AP 11 18/99 \ / Scale-.375"/Ft. TC LL 30 OR 20 PSF TIC 01- 15 OR 20 PSF BC DL 10 PSF BC 1.1- 0 PSF TOT.I.D. 55 OR 5O PSF DUR.FAC. 1.33 OR 1.25 REF R081--40960 DATE 03/17/99 DRW tlr.uskow 990/6001 NC ENI JWC/AP SEON 16212, FROM SFP i 1-1,:1=l:L,ox PE coN a{;c(11-o: Da_, 1_-'Att IS CE'N'1'L Rl D ON 'flip CHORDS AND DENT 11 GA U G E (0.120" X 1.375") HAILS REQUIRED FOR TRULOX IRUL.OX PI.A Ell 1'I; A11•1I1ACHIII N'1'. E'll.l, FROWS C0MF1111,:111E1Y W11ERL; BETWEEN NAIL ROWS. SHOWN ((D). NAILS MAY 131.1 01'A1111--1) PROM THESE: ROWS, SO. PINE SPRUCE —PINE --FIR, D0IICI,AS—IP III, Oil TIC;M-1i'[R CHORD REQUII2I;D. CHORD SIZE; OF BOTH TRUSSES MUST EXCfi:ED '1'Ifi, TRULOX PLATE WIDTH. SUPPORTING 'TRUSS TRULOX PLATE U o° ocncn° O 0(I q' ( D o Ali QT lT h o O ( 11 600 MAX MIN SIJI'I'0R'1'I?D I'I2lIS:S nl MINIMUM 3X6 TRUI,0X PLATED rl ui.ox IZEQu1RED PLATE' NAILS MAXIMUM LOAD SIZE _ PG:I2 'TRUSS UP OR DOWN 3X6 9--- 350// 5X6 1 REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATI0N NOT SHOWN. SUPPORTING TRUSS 600 MAX TRULOX PLATE O (b (D o ocncn0 O o O o o MIIJ SUPI'OUTE D 1 1> TRUSS MINIMUM 5X6 TRULOX PLATE THIS DETAIL MAY B USED FOR 1.00, 1.15, 1.25, 1.33, OR 1.60 DURATION OF LOAD 5 990// THIS DRAWING REPLACES DRAWINGS 1,158,989 1,158,989/R 1,154,944 "'ry T 1r1P 017 1,159,154 & 1,151,524 WARNING • TRUSSCS RCOUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING REF TRULOXANDBRACING. REFER lO IIIB-91 01ANDLING INSTALLING AND BRACING), PUBLISHED BY FPl (TRUSS PLATE 111MILIfE. 503 011N0FR111 DR., SUITE 200. MADISON, VI. 53719) FIW SAFETY PRACTICES ERPF GATE 07 23 99RIUR (ll PEkfl1RHU14 111CSE FUNCTIOIIS. UNLESS UTUCRVISE IFl01CAIED, Tl7P CIIIIRII SHALL HAVE _ PR(IPf. RLY AITACIIEO S7Rl1C VIRAL PANELS AND 8OT117M CNf1Rp SHALL HAVE A PROPERLY AT TACIIE D. RIG tD Q •(LFIC'/ ALPIt ENOWEEkED16. CEILIN 7PRODUC7SRFINL'1 SIIAOLYOF NOIBEIS DESIGN In III[ RESPON RESPONSIBLEFOR AftY(AOE:VIAITIION(FROM 111 NIS G P q;b DRWG CN`PRUl.0X0799 DESILNI A1Y FAILWK TO BUILD THE 1RUSSES IN CONFORMANCE VITA TPI1 OR I'AORICAi,.111G, I Nt fl3 —ENG DL..1/KAR il1NL1116. S111-111G, IM1AI.I.ING AND BRAEHIG OF 1RUSSES. DESIGN CONFURHS VITfI APPLICAItl.E ''' PIt visInil S Of' NIIS 01AHOIJAI. DESIGN SPECIFICATION PUBLISIIED BY TIIE AMERIC.AN FOREST .ANTI - I A CR AS. a A11111P A1111 11't. AI.I'INC CDIINECIIIRS ARE MADE 11F 2UGA AS1M A653 U440 6ALV. SIM, I XCFI' 1 AS N(II I. it FI'PI Y CIINNLLII7RS 10 EACII FACE 11F I.U1 S AND. 111WESS MIIEkVISC LIICAICD TIN I NISDCII. I!OSITIAV CIBUICLIURS PER DRAWINGS ILI) A-2. (TIC SEAL CW HITS DkAVING INDICAIES - ACCEPIAHCC 11f PkI1FESSl[INAI. CIIGItIEERUIG RCSPUNSIBILITY SOLELY FOR ONE Tkl1SS CUMPUI1t:NI DESIGN SIInvt1. 111E SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARIICUI.AR BUILDING V a PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPOLIFT: 2500 200f 8RG LOC: 0.00 7.00 R 1 0100MPHWIND, 30.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG WIND TOTAL OL -10.0 PSF. PL7 '7YP 1 w 3>4 inn: DAMES H. JACK 7' TOP Honrl 2X4 SO. PINE #2 it OR 2x6 /2 H OT CI-IORu 2X4 SO. 1'I1`1L #2 11 RI NOTE: FOR 1'D' AND 3'0" JACK ALL LUMBER MAY BE 03 SO. PINE. R44- AI_L. PLATF.:7 ARE TO (a_ CENTERED ON THE JOINT, LEFT TO RIGHT AND 1OP TO (i(ITTuM, EXCEPT WHEN LOCAIED BY CIFICLE Oil DIMENSION. SEE DRAWING 130 FOR "PLATE (_OCATTONS ON TYPICAL JOINTS." ALL NAILS S111=0FIED ARE COMMON.WTRE NAILS. NO WANE, i;t`IUTS. SKIPS. OR OTHER DEFECTS SHALL OCCUR IN THE PLATE COIATACT AREA OR SCARFED AREA OF WEB MEMBERS. PROVIDE (3) -16D TOE -NAILS OR (3) -16D (0. 128"X3.0") GUN NAILS AT TOP CHORD. PROVIDE (2) -16D TOENAILS OR (2) -16D (0. 128"X3.0") GUN R15 NAILS AT BOTTOM CHORD. I'ItOVIDFs lJl'I.11 I' CONNFiCi'IONS A'f 111'AItINGS AS INDICATED 1JIIIAVI' GZD17 280#- IIItG LOC: O-•0-0 7-0-0' II'LI I' IIASI:D ON 101'SI 't'O'1'AL DI.AD LOAD. WIND SPEED= R5 110Mill 1. MHANIIFs1(;I1I'=301 1'. FNCI.OSI-'D (SBC) Rio I' ROVll)IiIJI'I,11]'CONNI's(--i'IONSA'1'IliiAItIN(jSAS INDICA'l'IiU. lJl' LlI t' : 30011 2509. DFtG LOCI: D. UP1, 11-1' BASED ON 15 PSI ' 'OTAI, DEAD LOAD. WIND SPI'PD= 110Mill 1. MEAN In m rr-30 171'. HNCI,OSFI) fS1te% _ 2-TIIRU 8.00E R4 R7 Rio NOTE: JACKS UP TO AND INCLUDING 4'0" SPAN MAY HAVE AN 8" CANTILEVER AT LEFT END. R9 NOTE: 2X4 13 HEM -FIR OR DETTFA CONTTNUOUS LATERAL BOTTOM CHOIII) BRAC TNG L 24 " MAX. O.C. IIEOUIIIED . ATTACH W I' Tli 2-16d NAILS BRACING IS NOT REOUI:RED IF A 111GID CL=(LING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL_ I'D BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITA01_E SUPPOPT UY ERECTION CONTRACTOR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED UPOLIFT: 200i 200P BRG LOC: 0.00 7.00 R 10 100 MPH WIND. 30.00 FT MEAN HGT, SBCCI. ENCLOSED BLDG WIND TOTAL DL -15.0 PSF. I- 2- 0-0- TIIRU w------- / i 7-0-0 OVER a 11 R-553a4- 2 MIN. R4SS3N W. 2 M fIN. Q1) ALTERNATE LOADING: TC LL 20. 0 PSF TC DL 20. 0 PSF BC DL 10. 0 PSI= TOT .1-D _ 50.0 PSF DIJF s_ FAQ..- J.2 I;, • SPACING 24.0" R%3 Qe 3 -11 -99 Rt-L 9, ev VQ' 2.26-98 RII RF-V AV 1, /G1y7 lo Rr,%J FLA LO-2z-077 R9 Rgv. TcJ: 7/13/9 F f'e of 1(f¢ e,7 A P (;.ry. r" RL AP RI= v L/JA-/g4- 25 h'il' id IV,& 1t 3 IBfj R4 REVISED TCE 4/12/93 It R3 REVISED FED 12/4/92 R15Ay Q-v 5118%7-8 RI REVISED FED t 2/4/ 92 R2 REVISED WLB 12/3/92 REVISED 4IPF 1/ 11/91 REV FFD 12/ 7/90 ve TPT - 95 01? ) FURIJISH A COPY OF THIS TO ERECTION CONTRACTOR IlF.V 15.9.2 SCALE = 0.5000 r._l r:: 1 CU E:_ 1 1-1 1 cm C_7 17-- r-1 L_J E_a F__ 3 f--71 L=1 ra Lo C _1 L'-1 ALPIN L'1 7 RUS5 L ' AI.IIIIE LUG111LL111'. R PUTAIHCI Y, IIY:. f;tmw!11.IkR1 C>;INEII•_ CAN_ X X I MPOR•1 ANT X 3E s IAI NO IlL HesmmismLe Fors AF,Y WARNING IHnI,1IAl" :1"I. t.l.ecnoe Alm JLVU.110U !'I: IN 111ESE SI'CI:IFICA 111415 011 MAY IIEVIATIOU FIVIM UI11C11Ki.UE N16"J.I, N111AC1•4 NIIIlII 11NISSiLS: IIIIS IIESILII Oil ANY FAIIAIIIE IU Ullit0 IM III1.15S 114 CUIFpIMMICA: COHIEIIIARY AU11 •-11,11 . GEE WI111 ME "00ALIIY SIANIIAI1t1 OSIEW UY ]PI, ALPIIIE CCRIEC10f1S 11115 LIE:SIGH FOR AWIi IUIIAL . FA`.CNAL- ,IIIlA- ANL HAIIUFACTiMIEU f1111H 20 OAIIiiiii IIALVANI%Ell SIEEI. I11LEG0 10if OIIACIUO I'I:ULIIIIE11111111. US ESG Ll11El!4.q'E I11411NI:11: witi IH. ItCE11110 IEUIIRII W'II19 ill A01H A446 GLUM A. SIKIV.1. 11Y• C11111 SIIAII. LIE LAMKI.I.Y 1111W-, AI.1'1Y C/ IIIIIlCIt111': In IIIIIII IA17.5 Al EACH .IIIIIII AIIII L00AIC AS Willi 1.11111A11,Y AIIA011M 11.YNIN11 :IIII A......11, Id101111. III:Allllll: Nlllfll: l AIIL' 4' 111111111A1 111111.%:7 IIIIIIIINIIA'. SINIMI, 1111111114 C11111111 WI III hill I:I it. I IIII IIII IIIIAr,l111i I11 It111=/1-MIAII115 1:11111.111111 will, A 1•1.1.II.Alll 1:- 1.1111VIS1111:i III AS UIXII11.11 IM4 IM:li11i1--IIII IYII N:,li It's] 1 N11i AIA1 "11' 1 ll'CII, 001011 Wi III 11111 IflAIAAIIIIII AILU IIIHIII it. II'1„ IIN11111 I'I / 1iIII.III II it INUI •-IIL11111111 It IIIIIII II11 1.II II LI11Y1 I IYI 11441 11NYImill 111111 DESIGN CRIT:1'PI REF 57512-ROB 1 Pon=EcF TC LI_ 30, 0 PSF DATE 01 /04/90 TC DL 15. 0 PSF DRWG 1 677 No.2293 Bc D0 L 1.0 PSF 1511, _ EDA O STATE F TOT. I n. 0 P(3F• O/A I.I-_N. 7-0-0 tol DUII FAC 1 33 PT.T -1 5-- iY] 1. L nf,K 42067-5114 1965D,F-09 - Al ) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W2, W4, W5, W7 2x4 SP #2 N: 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. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W6X6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL — 5.0 PSF. A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.1280" GUN NAILS @ 6" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W5X5 * W5X5 W2X4 \\\ 6 r (A) A) 6 W 2 X 4 W4 W2 8-0-0 VA W4X4 W3X8(61) 1-0-0 ItIII17 R=1534 U=700 W=8" W5X5 = W5X5 = W4 — W3X8 (B1) 1-0-0 20-0-0 0-0-0 Over 2 Supports =d R=1534 U=700 W=8" l a PLT TYP. Wave TPI-95 R Desicin Criteria: TPI STD 18.2f3 HI 1 E - Scale =.125" Ft. ALPINE WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI0 DR., SUITE 200, NADI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED IMPORTANTTRU TO AL * .NELFURNS. / SHOA COPYDOFHTHISALL HDE5IGNAVE A PTOPTHEYINSTALLATIONATTACHEDGCONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN . SPECIFICATION PUBLISHED BY THE AMER ICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ER P W. PS'F/C ti G o;,y NC+. 2283 ' y • I!! l 1,' STATE OF ; T C L L 20.0 P S F T C DL 7.0 PSF BC DL 10.0 PSF B C L L 0.0 P S F TOT. L D .. 37.0 P S F REF R 0 8 1-- 5 6 3 2 2 DATE 1 2 / 0 5 / 0 0 DRW HCUSR081 00340267 H C -.E N G M C L / M M A S E Q N - 3 3 4 2 6 L! 4LUb/-5H4 1965D,F 09 - AlA ) TOP CHORD 2x4 SP #2 N :T2 2x4 SP 2400f-2.OE: BOT CHORD 2x4 SP #2 N :132 2x4 SP 2400f-2.OE: WEBS 2x4 SP #3 :W5, W6, W7, W9, W10 2x4 SP #2 N: CALCULATED HORIZONTAL DEFLECTION IS 0.28" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD 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. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. PLT TYP I Ii1J UW(2 FKtFAKtU YKUM LUMFUItK 1NFU1 (LVAU3 t UIMt1Y31UN3) 3UDVII, ICU 0I IRUJJ 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WIND TC OL — 5.0 PSF, WIND BC DL — 5.0 PSF. A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W6X6 = 142X4 III W3X8(B1) W2X4III W5X10= W2X4III W2X4III W3X12= W2X4III W3X8(B1) 1-0-0 1-0-0 20-0-0 20-0-0 14-2-0 77 25-10-0 40-0-0 Over 2 Supports _ I R=1534 U=700 W=8" R=1534 U=700 W=8" PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SNIPPING, INSTALLING ANDnPlBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS IN DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEELEXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A1piP.. Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. 1. 8.2f3 HI 1 E - Scale=.1875" Ft. TC LL TC DL BC DL BC LL TOT. LD. 20. 0 7. 0 10. 0 0. 0 37. 0 PSF PSF PSF PSF PSF REF R081--56324 DATE 12/05/00 DRW HCUSR081 00340268 HC- ENG MCL/MMA SEQN - 33431 DUR. FAC. 1.25 FROM WEW SPACING 24.0" 4CUb/-5H4 19b5U,f U9 - AGL TOP CHORD 2x4 SP #1 Dense :T3, T4 2x4 SP #2 N: BOT CHORD 2x4 SP #2 N :B2 2x4 SP 2400f-2.OE: WEBS 2x4 SP #3 W5, W6, W7, W12, W13 2x4 SP #2 N: GABLE END SUPPORTS 8" MAX RAKE OVERHANG. 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. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W3X8(Bl) 1-0-0 R-1534 U=700 W-8" W6X6 W4X4 III I M1J VMU rmtrARCV rmum LVrtrultM inrut (LVNUJ 6 V119CI1JIUI1J) JUonliiLV Ui inUJJ inn. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.46" DUE TO LIVE LOAD AND 0.21" DUE TO DEAD LOAD. 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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W5X10= W3X12= W3X8(B1) 14-2-0 0-0-0 Over 2 Support Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI- 95 R Design Criteria: TPI STD WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D' ON0FRIO DR., SOI TE 200,. MADI SON, Wf 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT, FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND nP1 BRACINGOF TRUSSES.THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS N fines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1- 1995 SECTION 2. 25-10-0 1 4 1 e G/ 1-0- 0 C$1 R= 1534 U= 700 W=8" HI 1 E Scale=.1875" Ft. TC LL TC DL BC DL BC LL TOT. LD. 20. 0 7. 0 10. 0 0. 0 37. 0 PSF PSF PSF PSF PSF REF R081-- 56325 DATE 12/05/ 00 . DRW HCUSR081 00340269 HC-ENG MCL/ MMA SEQN - 33435 ' DUR. FAC. 1. 25 FROM WEW SPACING 24.0" 4ZUb/-5H4 1965D,h 09 - AZ TOP CHORD 2x4 SP #2 N :T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W4, W5 2x4 SP #2 N: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W3X8(B1) I-O-o Ime IH1Z, UWU PKtPAKtU YKUM UUMPUItK 1NPU1 (LUAUS b U1MtN.)lUNJ) 3Uorllll[U of 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL — 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 W3X6 W 3 X 6 W5X5 W5X5 W2X4 \\\ 6 r W5 6 W2X4 W4 8-0-0 W4X4 19-0- R=1534 U=710 W=8" PLT TYP ALPINE Alp, Engineered Products, Inc. Haiues City, FL 33844 W5X5 = W5X5 o- L_ _o1_ 0-0-0 Over 2 Supports W4X4 W3X8(Bl) 19-0-0 R=1534 U=710 W=8" 18.2f3 U HI 1 E Scale 125" Ft. TC LL TC DL BC DL BC LL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081--56326 DATE 12/05/00 DRW HCUSR081 00340270 HC-ENG MCl/MMA SEON - 33439 DUR.FAC. 1.25 FROM WEW SPACING 24.0" k4ZUb/-5H4 1965D,F U9 - A3 ITOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W4, W5, W6 2x4 SP #2 N: A) OR SCAB BRACING MAY BE USED IN LIEU OF CL8 BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W 6 X 6 = W5X8_ W4X4= W5X8= W6X6 W3X8(B1) W4X4 = I n1J uwu rnErAnLu rmvn uunruILn 1nrui ILVAV a • ""'1-1-11 1--„v 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. 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. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W3X8(B1) = 1-0-0 1-0-0 17-0-0 1 6-0-0 I 17-0-0 I 0-0-0 Over 2 Supports R=1534 U=710 W=8" R=1534 U=710 W=8" OJL( PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18.2F3 HI 1 E - Scale =.125" 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 O 8 1-- 5 6 3 2 7 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _ INSTITUTE, 5 83 D'ONOFRIO DR., SUITE 200. MADI SON, HI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED R'P - T C DL 7.0 P S F DATE 1 2 / 0 5 / 0 0 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ;.•---•: F IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r vT2 BC DL 10.0 PSF DRW HCUSR081 00340271 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO J No 228.3 •, BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L - 0. 0 P S F H C- E N G M C L/ MMA BRACING OF TRUSSES. THIS DESIGN CONF GAMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN '• ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE An W CONNECTORS ARE MADE OF 20GA ASTN A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO -STATE OFF T 0 T . L D . 37.0 P S F S E Q N - 33442 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R. F A C. 1.2S FROM W E W Alpine,Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ED 3aines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S P A C I N G 2 4 . O " ' ANSI/TPI 1-1995 SECTION 2. 42067-5H4 1965D,F 09 - A4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W2, W4, W5; W7 2x4 SP #2 N: A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W2X4 III W3X8(B1) 1-0-0 I_ 15-0-0 R-1534 U=710 W-8" W5X5: W4X4= W5X5; W5X8 = W5X8 = i_ 10-0-0 0-0-0 Over 2 Support 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 8-0-0 WZA4 III W3X8(B1) 1-0-0 15-0-0 _I R=1534 U-710 W-8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.,. SUITE 200, MAD SON, N[ 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND f A LPI N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER'CAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO v' EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 16a A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AIp1Te Engineered Products, InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 8.2f3 HI/1/-/-/E/-/- TC LL 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" rz j51 Scale=.125"/Ft. REF R081--56328 DATE 12/05/00 D R W HCUSR081 00340272 HC-ENG MCL/MMA SEQN - 33445 FROM WEW i (42067-5H4 1965D,F 09 A5 ) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4 W3X8(B1) 1-0-0 R=1534 U=720 W=8" W5X5 : W4X4 = W 5 X 5 W5X5 = W5X5 14-0-0 0-0-0 Over 2 Supports THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240,00 TOTAL LOAD. 8-0-0 W4X4 = W3X8(Bl) 1-0-0 13-0-0 i R-1534 U=720 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18.2f3 HI 1 E - Scale =.125" Ft. A L P I N E y AIpIDu Engineered Products, laines City, FL 33844 Inc. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, HAD150N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWt SE INDICATED, TOP CH ORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE -A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMFOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH -FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORIDP.•,C DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. I igpipN _ ER p. i ....R A` V; PTIF/ QgT.y G NO 2P83 f q • AM (`f Afil,' STATE OF Ep T C T C BC B C T 0 T L L D L DL L L L D . 2 0 .0 7 . 10. 0.0 3 7 P S F O P S F 0 PSF P S F 0 P S F R E F ROB 1-- 56329 DATE 1 2 / 0 5 / 0 0 DRW HCUSRO81 00340273 H C - E N G Q`1C L / MMA S E 0 N 3 3 4 4 8. D U R . F A C . 1 . 2 5 FROM0M W E W SPACING 2 4 . 0 " t4Z0b1-5H4 1965D,F 09 - Ab ) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W5 2x4 SP #2 N: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W5X5: W2X4III W4X4= W5X5= IM1J uwu rnLrAKtu rnum Lunruitm Lwrui ILUM— a 0-11i uin"o run, 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W3X8( B1) - W4X4 = W5X8 = W5X5 = W4x4 = W3X8( B1) 1- 0-0 1-0-0 11- 0-0 I 18-0-0 I 11-0-0 —1 0- 0-0 Over 2 Supports R= 1534 U=720 W=8" R= 1534 U=720 W-8" 9 PLT TYP. Wave TPI-95 R Desi n Criteria: TPI STD 18.20 HI 1 - - E - - Scale =.125" 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 O 8 1-- 5 6 3 3 0 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., ORSUITE 200, MADISON, ER WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED , R, C - T C DL 7.0 P S F DATE 1 2 / 0 5 / 00 IMPORTANT`ANE LFURNISH OA COPY OOF HTHIS HDESIGN PTO PTHE YINSTALLATION GCONTRACTOR. ALPINE ENGINEERED V P RTIF/'A`Z. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ; G' 'L BC DL 10.0 P S F D R W HCUSR 081 00340274 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANOLiNG, SHIPPING, INSTALLING AND N0.228J ,,' BC L L 0.0 P S F H C - E N G M C L / MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN •' • ALPINE .SPECIFICATIONPUBLISHEDBYTHEA14ERICANFORESTANDPAPERASSOCIATION) AND TP1. ALPINE '- TOT. L D. 37.0 P S F S E Q N. 3 3 4 5 1. CONNECTORS AREMADEOF20GAASTMA653GR40GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF ; EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERJSi DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Ca d. D U R. F A C. 1.2S FROM W F W Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS67i 1Yda Klaines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4 . 0 " ANSI/TP11- 1995 SECTION 2. 4Z061-5H4 1965D,F 09 A/ IH1. UW6 F'KtNAKLU FKUM LUMPUILK 1NHU1 LUAU) 6 UIMtN)1UN,) )UHMIIItU HT IKU]] MYK. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W3X8(Bl) W5X5 = W04 = W4X4 W5X5 = W5X5 W9X4__1 WPY42 W3X8 = W5X5 = W5X5 WJx0 W3X8(B1) 1-0-0 1-0-0 9-0-0 _I_ 22-0-0 _I_ 9-0-0 _1 ra : 1 1 El 40-0-0 Over 2 Supports R-1534 U=720 W=8" R=1534 U=720 W=8" ON PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18.2f3 HI 1 - E Scale =.125" Ft. A L PI N E Alpine Engineered Products, Inc. iTaines City, FL 33944 WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPA] (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W] 53119), FOR SAFETY PRCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED IMPORTANT" *N ELFURNISHS. BOTTOMSHALLHAVE COPYCHORDHDESIGNPTO PTHE YINSTALLATION GCONTRACTOR. ALPINE ENGINEERED, PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE.WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECf FTCATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. eR a P P?IF]C.. G No.2283 , ; AM .' STA3' E OF •; f: Z 1 Y tZJ G•' T C L L T C D L BC DL BC L L TOT . L D . 2 0.0 7. 0 10. 0 0. 0 37. 0 P S F P S F PSF P S F P S F R E F R 0 8 1-- 5 6 3 3 1 DATE 1 2 / 0 5 / 0 0 DRW. HCUSRO81 00340215 H C- E N G M C L/ MM A S EO N 3 3 4 5 4 D U R . F A C . 1.25 FROM W E W SPACING 2 4 . O " 42067-5H4 19650,F 09 - A8G THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x6 SP #2 N WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W 5 X 5 W5X5 - W4X4 = W4X4 = W5X5 = W4X4 W4A4 = WbAb W06 (A1) 2 Complete Trusses Required NAILING SCHEDULE: (0.128x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. W4A4 = Wb Ab = W4A4 = W4X6(A1) 1-0-0 1-0-0 1 7-0-0 I 26-0-0 _I_ 7-0-0 _1 j'E 40-0-0 Over 2 Supports j R-3092 U=1420 W=8" R=3092 U=1420 W=8" 18.2f3 HI/l/-/-/E/-/- 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 SEE ABOVE cn) Scale=.125"/Ft. REF RO81--56332 DATE 12/05/00 D R W HCUSRO81 00340276 HC-ENG MCL/MMA SEON 33458 FROM WEW 0L06/-5H4 19650,E 09 U1 ) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4(A2) 1-0-0 W04 IMIZ UWU YKtrAMtU rMVPI CumruitM INVUI tLUAVJ 6 VIP21131U113J 3UD19111CV DI J-- rirn. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL — 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W2X4W2X4le 6 1— 6 0- 5-9 8-0-0 W5X5 = W4X4 = R- 787 U=380 W=8" 19- 9-0 Over 2 Supports U& mW4X4( B1) R= 729 U-310 W=5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING, REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPA] (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADI SON, WI 53719), FOR SAFETY PRCTICES PR10R TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND ALP IN E BRACNG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Alpine Engineered Products, iaines City, FL 33844 Inc. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 8.2f3 HI/1/-/-/E/-/- 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=.25"/ Ft. REF R081-- 56333, DATE 12/ 05/001 DRW HCUSR081 0034027-7 HC-ENG MCL/MMA SEON - 33464• FROM WEW k4CUb/-bH4 19bbL), 1- 09 - L1 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 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. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W4X4 = W2X4 III IhIJ uwu rKLrAKLU rKUM LUMrUILK INrU1 (LUAU) 8 UIML1431LIVl) 3UUMIIILU tli IKU.13 MrK. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 12-0-0 Fa 1 1 Fd W2X4(A1) - W4X4 1-0-0 14-7-0 — I 11 9 0 1 0 0 15-0-2 _I, 6-11-14 _I E 7-5-0 T 6-11-0 T 7-8-0 22-0-0 Over 3 Supports _I R=593 U=240 W=6" R=739 U-410 W=6" R-404 U=180 W=3" bl PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18.2f3 HI 1 - E - Scale =.25" Ft. ALPINE 4. Alpine Engineered Products, Inc. Haines City, FL 33944 WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND, BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD ISON. NI 53719), FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A P0.OPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE. TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING'AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THiS DESIGN, POSITION CONNECTORS PER,••, DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY 'AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1.1995 SECTION 2. QJ'( FR•P • V:: PTIF/C,gT2 G pJp p283 w/`{ T , • STATE OF j ORIDP, 1G T C L L 2 0 .0 P S F T C DL 7. 0 P S F BC DL 10.0 PSF B C L L 0.0 P S F TOT. L D. 3 7.0 P S F R E F R 0 8 1-- 5 6 3 3 8 DATE 12105100 DRW HCUSR081 00340280 H C- E N G M C L/ MMA S E 0 N 33480. D U R . F A C . 1 . 25 FROM W E W SPACING 24 . 0 " 4ZUb/-bH4 196bU j 09 - CGL ) IHIJ UWU FKLrAKtU rKUM LUMrUltK 1nrUI (LUAU) h uimtVJIVNJ) JUnPI1iitu ni tKU]3 mrK. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W2 2x4 SP #2 N: 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. SHIM ALL SUPPORTS TO SOLID BEARING. 2X4 SP SCAB TO BE ATTACHED TO TOP CHORD OF TRUSS .WHERE SHOWN WITH 10d NAILS AT 8" O.C.. PLYWOOD SHEATHING IS TO BE PROPERLY ATTACHED TO TOP OF SCAB. W4X4 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 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 DIAPHRAGM'S CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. T_ 0 0 W2X4(Al) - W0 4 1-0-0 1 1-9-0 I-0 0 14-7-0 15-0-2 6-11-14 7-5-0 6-11-0 7-8-0 22-0-0 Over 3 Supports R=588 U=240 W=6" R-756 U-410 W=6" R=392 U=180 W=3" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design 33476. ABOVE Criteria: TPI STD 18.2f3 Scale =.25" Ft. ALPINE WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING. REFER 70 HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PL A1'E INSTITUTE, 583 D'ONOFR IO OR., SUITE 200, MAD SON. Ht 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHE RNI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT*`FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILUR E. TO BUILD THE TRUSSES IN CONFORMANCE HIT.H TPI: OR FABRICATING, HANDLING. SHIPPING; INSTALLING ,4N0- BRACING OF iRU5SE5. THIS DESIGN CONFORMS WITHAPPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC If ]CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAL Y. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO, V;•P IF/C,q iy 22113 s • I_ STATE OF T C L L 20.0 P S F T C DL 7 .0 P S F BC DL 10.0 PSF BC L L 0.0 P S F T 0 T . L D . 37.0 P S F R E F R 0 8 1-- 5 6 3 3 7 DATE 1 2 / 0 5 / 0 0 DRW HCUSR081 00340278 H C- E N G M C L/ M M A S E Q N - 42067-5H4 1965D,F 09 - DGE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. GABLE END SUPPORTS 8" MAX RAKE OVERHANG. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 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. 6 j— --1 6 W4X6 (R) III 2.5 + 2.5 `— 8-0-0 W2X4 Al) = W2X4 (Al) tlE D-0 I 7-5-0 7-5-0 7-5-0 7-5-0 14-10-0 Over 2 Supports R=603 U=300 W=8" R=603 U=300 W=8" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18.21`3 HI 1 - E - - Scale =.375" 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 0 8 1-- 5 6 33 9 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TD- PERFORMING THESE FUNCT10N5. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED RP T C D L 7. 0 P S F D ATE 1 2/ 0 5/ 0 0 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. PQ(F/ IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.. ALPINE ENGINEER LD I C,ytiy BC DL 10.0 P S F D R W HC U SROBI 00340279nALPIPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROMTHIS DESIGN: ANY `FAILURE TO O BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO BC LL 0.D PSF HC-ENG MCL/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN • SPECIFICATION PUBLISHED BY THE AN ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT . L D. 37.0 P S F S E 0 N - 33484CONNECTORSAREMADEOF2OGAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF ,% EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEDRAWINGSR i RESPONSIBILIITY SOLELYTHEFORSEAL ON THE TRUSSS DRAWING COMPONENTDESIGNTESSHOWNCEPTATHESUITABILITYDAND USE ENGINEERING OF D U R. F A C. 1.25 FROM W E W Alpin a, Engineered Products, Inc. Bm,mmu sines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE ,BUILDING DESIGNER, PER - -- - SPACING 24. 0 " ANSI/ TPI 1-1995 SECTION 2. L