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Home My WebLink About131 Calabria Springs Cove - BR03-000006 - SFH (A)PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER 0,. ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR)C MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION 0.t C1% \;l Arl PERMIT # C- t ?--, - VC.' DATE \(- \--(' llz_ - PERMIT DESCRIPTION c PERMIT VALUATION Vc c V SQUAREFOOTAGE A CERTIFICATE OF OCCUPANCY / COMPLETION W This is to certify that the building located at 131 CALABRIA SPRINGS COVE for which permit 03-00000006 has heretofore been issued on 10/08/02 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, elegy rical, zp ing' d subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In Meter I Set Reclaimed Water ENGINEERING: Drainage MaintenanceT Bond PUBLIC WORKS: Street Name Signs Storm Sewer Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 01-PLANS - EXTRA SETS 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FIRE: Inspected Sewer Lines In Sewer Tap Street Paved Street Lights Driveway FF.F.S PAID DATE APPROVAL DATE AMOUNT 10/09 02 10.00 10/08/02 10.00 1/09/03 10.00 10/08/02 10.00 10/08/02 22.00 10/08/02 10.00 10/08/02 59.27 10/08/02 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 131 CALABRIA SPRINGS COVE for which permit 03-00000006 has heretofore been issued on 10/08/02 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 10/08/02 279.61 10/08/02 91.93 10/08/02 9.87 10/08/02 847.00 10/08/02 9.88 10/08/02 1384.00 10/08/02 650.00 10/08/02 1700.00 OWNER - ILiDI G 0PP!;aJ41 T DATA Fema Rec'd Slab Rec'd Inspector App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE"" DATE 96614 Al PERMIT # _(Iwr 5 @ (a ADDRESSJALCim—A-e-6-41111low"aC4*oA SUBDIVISION - w C The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Public Works Utilities Conditions: (to be completed only it approval is conditional) t 1 4 1.0 q ' r } nt<•1 1 i1if+Y I;YS . I, r r1..,1 '+ t ^' I i S 1 9n ' w+r-3`rgl f '"a„.k`i {u. m1C y r ' a r Y REQUEST FOR FINAL INSPECTICNI CEFTIFi(I, -r SINGLE FAMILY RESIDENCE—.. Tr pF* caryiI r tt ' C O IN i i r i (: Y R U+ I .`In.j Division fias i eived A-rb VeSt for a f(,?ilI lIn; l ct.i0 n an ` of Qcc ,pancy for the ab6ve referenced addres,. VV v, auId appreciate afinali.'1 :pec. flan of `the site by ,your d p'ar rri'rit, Approval by your depa,rten# o;.iI , result in 'a irantinq a. C. for the address: If you have ,ny issues th if the cont, • c.tc, v%iJl ed:ta_adidn;,l s ibrf it a staterrien e, deria ,r tfIfCC, ., . tc the C1.0, 15 c 1 ;-Fj IWO* LM]ShO1 CITY' OF SANFORD Address Misc . 'Inforination Maintenance 3/20/03 09:04:16 Location ID . . . . . . . 241525 Parcel Number . . . . . . Alternate location ID . . Location address . . . . . 131 CALABRIA SPRINGS COVE Primary related party . . Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC 1" RC METER SET FEE $235.00 PD 10-8-02 101002 2.00 CSVC UT REC#5441 101002 3.00 — 4.00 — 5.00 — 6.00 - 7 00 — 8.00 — 9.00 — 10.00 — Special notes More... F2=Address F3=Exit F5=Notes display F6=Change display F10=Subdivsion Notes F12=Cancel LMEC0461 CITY' OF SANFORD Address Misc. 'Infor'mation Maintenance 3/20/03 09:04:07 Location ID . . . . . . . 229545 Parcel Number . . . . . . 33.19.30. - - Alternate location ID . . Location address . . . . . 131 CALABRIA SPRINGS COVE Primary related party BEAZER HOMES CORP Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC 3/4" WA METER SET FEE $190.00 Pp 10-8-02 101002 2.00 CSVC REC#5441 101002 3.00 — 4.00 5.00 6.00 7.00 8.00 9.00 10.00 — Special notes More... F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel F16=Related pty data FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number BEAZER HOMES, INC. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 131 CALABRIA SPRINGS COVE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 22, "CALABRIA COVE " PLAT BOOK 60, PAGES 8-10, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: El GPS (Type): W - ##' - ##.##" or ##. NAD 1927 ® NAD 1983 USGS Quad Map ® Other. RECORD PLAT SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO040 E 4-17-95 4-17-95 X 47.0 B10. Indicate the sourced the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): 612. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date^ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ®Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, AR/AH, AR/AO Complete Items C3: a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments _ Elevation reference mark used On -Site BM Does theelevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 59. 6 ft.(m) - o b) Top of next higher floor NA. _ft.(m) - o c) Bottom of lowest horizontal structural member (V zones only) o d) Attached garage (top of slab) 59. 3 ft.(m) Q o e) Lowest elevation ofmachinery and/orequipment servicing the building (Describe in a Comments area) 58.P.0) o f) Lowest adjacent (finished) grade (LAG) 58.P.0) Z . o g) Highest adjacent (finished) grade (HAG) 59. 0 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME Darae L. Przemienieclki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 1, SG%kT9R,E ( \) \ _ DATE TELEPHONE 3-17-03 407-788$808 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Inducting Apt, Una, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 131 CALABRIA SPRINGS COVE I CITY STATE ZIP CODE I Company NAIC Number ISANFORDFL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys 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 ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S ADDRESS CITY STATE ZIP CODE SIGNATURE DATE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local lawtocertify elevation informaticn. (Indicate thesource and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in ZoneAO) depth of flooding at the building site is: _ _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) March 17, 2003 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 22 Calabria Cove 131 Calabria Springs Cove To Whom It May Concern, The finished floor elevation of the structure located at: 131 Calabria Springs Cove, Sanford, Florida Legal Description: Lot 22, "Calabria Cove", according to the Plat thereof, as recorded in Plat Book 60 At pages 8 through 10, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates Inc. LPrzeDarae mieniecki , P.S.M6 Associate Vice President DLP/bb Herx &.Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 54*18*53' 10.00' 9.48' 5.13' 9.13' S 63°09'45'W C 2 43°50'45' 50.00' 38.26' 20.12' 37.34' S 57°55'41'W KAYWOOD REPLAT (P.B. 30 PAGES 27 6 28) 0.47 L 1 0.61 r6 PVC FENCE FD 5' 0/5 LINE BEARING DISTANCE L I S 89°54'57'E 60,00' L 2 N 89°40'49'W 20.35" LOT 23 v Z M N Q LOT 22 B- GRADING 8.714 SO. FT. 13' C, LANAI t .0 40.0 FP-43 NEwaR00K ONE STORY RESIDENCE d p F IN . N. Ft. EL : 59.6 o, O i tV io. 14.0 In J v 1 7 D 1.R. - SET NO CAP) N6D 1.4' L2 5 G\ o FD 1. R. 6 CAP LB a5733 REFERENCED BEARING S 89°40'49'E 885.37'- - 69.09 - P.c.P. 954.46' TOTAL ' CIL CALABRIA SPRINGS COVE 50' R/W) TRACT F Cl TY OF SANFORD PR I VATE ROAD & UT I L 1 TY EASEMENT LEGAL DESCRPTI ..' Lot 22 . ' CALABRIA COVE according to the plot thereof as recorded in Pbt Book 60. of pages 8 - 10 of the Pubic Records of Seminole County. Florida FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone W. according to the Flood Insurance Rate Mop Community Panel Number 120289 004OE. Dated 04117195. General Notes: l " 2,-3 - QZ 1. This is a BOUNDARY Survey performed In the field on 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/ aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference In elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights - of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon Is as furnished by client. 7. Platted and measured distances and directions are the some unless otherwise noted. Denotes %" Iron rod with yellow plastic cap marked L84937 or LS3182, or W iron rod with red plastic rap marked 'Witness Comer, unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Certification: Not valid without the signature and the original raised seat of a Florida licensed Surveyor an par Uik survey meets the repui m s of t Fkxida Minimum Technical Stan rds as contained Ip er 61 7-6 Florida Administrative Pade. Dares L. Przemieniecki, P. S M. Registe Surveyor and Mapper No, 6030 William R. Herx, P. S M. Registered Su and Mapper No. 6092 Herx 6 Associates Inc., State of Florida LB 4937 MAR 10 2003 FD 5' 0/5 LOT 21 P. C.P. SETBACKS: Front 25' Rear 20' Side 7.5 ' Corner 25' Note: Bearhgqs shown hereon ore referenced to the CIL of CALABRIA SPR VGS COVE as being N 89°40'49-W. Vertical datum is based on NGVD per Engineering construction plans by Burkett Engineering. Inc. Project No. 9709-3 I. Legend Temporary Benchmark O/3 Onset assumed datum) O.R.B. Official Records Book BOW Back of sidewalk PB Plat Book C/ L Centerline PC Point of Curvature A Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated P.C.P. Permanent Control Point CB co Chord Bearing Chord PG. PR M. Page Permanent Reference Monument C. M. Concrete Monument Pk Propertyine EL. or ELEV Elevation P.O B. Point of Beginning FINAL EL. Elevation (Measured) P C. Point of Commencement FD, Found P.1. Point of Intersection Fin FI. Elev. Finished FloorElevation PRC. Point of Reverse Curvature 1. P. Iron Pipe PT Point of Tangency 1, R. Iron Rod R Radius L Arc Length RAO Radial Line LB Licensed Business RES. Residence LS, Land Surveyor Right -of -Way Mee Measured TOM ry B TemporaryporaryBenchmarkN/ D(N&D) Nail and Disk TYP. Typical N. R. Not Radial 41-/1- Fence Symbol (see drawing) X—X- Fence symbol (see drawing) Droen by: BB Checked by: OP Prepored For: BEAZER Job Number: 01-005-02 Scone : 1 30' Plotlen performed: 08-28.02 Foundation Survey: 10-23-02 Finol Survey: 03-06-03 Revisions . FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077NATIONALFLOODINSURANCEPROGRAMExpiresDecember31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number BEAZER HOMES, INC. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number131CALABRIASPRINGSCOVE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc) LOT 22, "CALABRIA COVE " PLAT BOOK 60, PAGES 8-10, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): 9 - ##.#if' or ##.#####') NAD 1927 0 NAD 1983 USGS Quad Map ® Other. RECORD PLAT SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COM MIJNIITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 1120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 96. FIRM INDEX DATE EFFECTNEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 12117CO040 E 4-17-95 4-17-95 X 47.0 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): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal 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 Certificatewill 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 builling, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, AR/AH, ARIAO 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 Same as BFE Conversion/Comments ' Elevation reference mark used On -Ste BM Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top ofbottom floor (inducing basement or enclosure) o b) Top of need higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) 140 o d) Attached garage (top of slab) 59. 3 ft.(m) S 2oe) Lowest elevation of machinery andlorequipmentUJ sensing the building (Describe in a Comments area) 58.9 ft.(m) r o, f) Lowest adjacent (finished) grade (LAG) 58.8 it(m) z o g) Highest adjacent (finished) grade (HAG) 59. 0 ft.(m) y o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code Section 1001. CERTIFIERS NAME Darae L Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue -rAftamonte Springs FL 32714 DATE TELEPHONE 3- 17-03 407-788-8808 FEMA Form 81-31, January 2003 See reverse side for continuation. Ifr Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unk Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 131 CALABRIA SPRINGS COVE CITY STATE ZIP CODE I Company NAIC Number SANFORD FL , SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. 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. Ifthe Elevation Certificate is intended for use as supporting information fora LOMA or LOMR-F, Section C must be corroeted. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ fQm) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable). E3. For Building Diagrams 6-8with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(c m) above the highest adjacent grade. Compete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(c n) above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable), E5. For Zone AO only: If no flood depth number is available, is thetop of the bottom floorelevated 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 propertyowner orowner's authorized representative who competes Sections A, B, C (Items C3.h and C3.b only), and E forZone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and Eare coned to the best ofmyknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodpain management ordinance can compete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. [] The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official competed 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 floodpain management purposes. DATE PERMIT ISSUED G7. This permit has been issued for. [] New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _. , ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) March 17, 2003 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 22 Calabria Cove 131 Calabria Springs Cove To Whom It May Concern, The finished floor elevation of the structure located at: 131 Calabria Springs Cove, Sanford, Florida Legal Description: Lot 22, "Calabria Cove", according to the Plat thereof, as recorded in Plat Book 60 At pages 8 through 10, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6,.sec 6-7(a). Sincerely Yours, Herx & Associates Inc. LtzkrDarae LPrze ieck, P.S,.r Associate Vice President DLP/bb CITY OF SANFORD MECHANICAL PERMIT APPLICATION Permit Number: 3 L; Date: ( c (,J ;:1' The undersigned hereby applies for a permit to install the following equipment: Owner's Name: Address of Job: Mechanical Contractor: Residential Non -Residential R7WRT G. DELLO RUSSO State License Number CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: 13- ILP_ Date: Icy - q- aa, The undersigned hereby applies for a permit to install the following electrical: Owner's Name: Address of Job: Electrical Contractor: _k ) 5 Residential: _ yC Non -Residential: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature o2(v Slate License Number CITY OF SANFORD PLUMBING PERMIT APPLICATION l p lod- The Residential: `tom, Non -Residential: Number Amount Addition, Alteration, Repair (Residential & Non -Residential) New Residential: One Water Closet Additional Water Closet / . 60 Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Pipina Manufactured Description of Work: jApplication Fee: I 1 $10.00 1 TOTAL DUE: By Signing this application I am stating that I am in compliance with City oof Sa fo Plumbing Code. CY I Signature State License Number C \ Ci - ' CITY OF SANFORD PERMIT APPLICATIO • • Permit No.: Date: ._ , , ) _ I t_,._, _ Job Address: _ci \« V:_ , ; « Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: SF R Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration Change of Service Temporary Pole _New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines 0 C" Occupancy Type: Residential _Commercial _ Industrial Total Sq Ftg: ,{ _1 Value of Work: S }sAb - • Type of Construction: SF C KQ Flood Zone:: Number of Stories:_ Number of Dwelling Units: _ n Parcel No.: 1 1 ` ( C' C a = C, (Attach Proof of Ownership & Legal Description) • Owner/Address/Phone:eaze o es C r CIS 1J V IeS'l-,rr0}r' r Contractor/Address/Phone: c„x_.S WAHD, S '.1 J yV a S rY.,r. L •-4a i V" rnv n-4c, State License Number: Q_.E C_ n!E> Contact Person: NrnNh C C YXLIr Phone & Fax Number: yp!1 - qq-1- gItc, !I Lkal - 9Ci -18'} `1 Title Holder (If other than Owner): N A Address: N A Bonding Company: K) Address: Mortgage Lender: Address: Architect/Engineer A\ , i Address: ) j c)) Phone No.: `4-c) l 1 1 C1, Fax No.: 4t - ] - c-_J .I 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 ofthis permit, there may be additional restrictions applicable to this property that may be found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature ift Owner/Agent Date Signature of Contractor/Agent Date \ r Printt,9glt's Name Print Con Agent's Name 6 % d Sign -State of Florida Date Signat e - tate of Florida Date D. A CLARK oT RY o My Com 6/2:/03PUBLICn CC 850 t Owner/ a or Produced ID APPLICATION APPROVED BY: 1 - - or e `, v D. k CLARK ...., Pu&uc' MY Comm W7/03 C 50099 Contractor/Agent is o Me or Produced ID Date: tV — Z Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page I of I PARCEL DETAIL I C2 [=j ) iCIkS115111t" 33tEt3P' A 1t. W0ODJ4DGETR titnfotd Fl.32.71 VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-30-5LY-0000-0220 Tax District: S1-SANFORD Number of Buildings: 0 Owner: BEAZER HOMES CORP Exemptions: Depreciated Bldg Value: $0 Address: 215 N WESTMONTE DR Depreciated EXFT Value: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value (Market): $27,700 Property Address: Land Value Ag: $0 Subdivision Name: CALABRIA COVE Just/Market Value: $27,700 Dor: 00-VACANT RESIDENTIAL Assessed Value (SOH): $27,700 Exempt Value: $0 SALES Taxable Value: $27,700 Deed Date Book Page Amount Vac/Imp 2001 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Notice of Proposed Property Tax LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 22 CALABRIA COVE PB 60 PGS 8 THRU 10 LOT 0 0 1.000 27,700.00 $27,700 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax 1purposes. http://www.scpafl.org/pls/web/re—web.seminole county—title?PARCEL=3219305LY0000022... 9/ 11 /02 Permit Number Prepared By Amy Condon, BEAZER HOMES and 215 N. Westmonte Drive Return To: Altamonte Springs, FL 32714 MRYMNE NORSEF CLERK OF CIRCUIT COURT SENINOLE COUNTY BK 04528 PG 0871 CLERK'S # 2002942975 RECORDED 09/19/2002 12109153 PN RECORDING FEES 6.00 REXOM BY N Nolden NOTICE OF COMMENCEMENT. State of Florida County of Seminole The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance withChapter713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property: Lot Number .. Legal Description Calabria Cove, according to the plat thereof, as recorded in Plat Book 60 pages 8 - 10, of the public records of Seminole Couy , Florida. Z l '., c' Street Address 1 > 1 C, -. L r 1_, :' 01.,, General description of improvements: New single family residence 3. Owner Information: Name Address Tel. Number 4 Fee Simple TitkHolder. N/A 5. Contractor: Name Address 7 el. Number 6, Surety: N/A 7. Deader: N/A Beazer Homes 215 N Westmonte Drive Altamonte Springs, FL 32714 407-3394114 Marcus I.. Watters, Jr. 215 N Westmonte Drive Altamonte Springs, FL 32714 407-339-4114 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713 13(1 )(a)7., Florida Statutes: N.A. 9 In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in713.13(I)(b), Florida Statutes. N.A 10 Expiration date of notice of commencement: One year from the date of recording. _ Date Signed: c I (x- t).Signature of Owner's Agent, Amy Condos: ( L: - _ - Sworn bscribed before me this 1 Lr 1 Ibay of Condon, who is perso to me. SigAWfflhF,dr Notary: ^ _ Notary Seal: KltiN V;11NNE 4V0F" E F F1 D. A, CLARK ()LERK OF WOUIT Ct`1Ctil`i. TARP o My Comm 27/03 SEMINOLE COUNM FL011PUBLIC 16 CC A50099 1 ram^^ Known t I Omer ED. E' 19 200c LIMITED POWER OF ATTORNEY DATE ; _ I -_ I HEREBY NAME AND APPOINT: ANGELO SANTIAGO and AMY CONDON EACH AN AGENT OF: BEAZER HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: ` r : FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARCUS L. WATTERS. JR. NAME OF CONTRACTOR.) SIGNATURE OF CONT OR.) STATE CERT. # CBC 053044 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this: DATE: t- - - { I BY: MARCUS L. WATTERS, JR. Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY O -GRANGE. SIGN URE OF NOTARY: IF rto D. A. CLARK IARV9c+ MyCOO M27103 N PUBLIC r CC 850099 mmaly Known 11 other I.D. NOTARY SEAL. Herx & Associates Inc. L a n d S u r v e y i n g 455 Douglas Avenue Suite 1455, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD C I 54°18'53- 10.00' 9.48' 5.13' 9.13 C 2 43*50*45` 50.00' 36.26' 20.12' 37.34 KAYWOOD REPLAT (P.B. 30 PAGES 27 d 28) LI LINE BEARING DISTANCE L 1 S 89°54'57-E 60.00' L 2 N 89°40'49"W 20.35' ly M N LOT 22 8- GRADING 8.714 SO. FT. VNN Z 13' O In N . O0 2 vc Oo znv n 10. LANAI 11 nZv0' 40.0' ncnicZ LOT 23 rn FP-43 mm v a O NEwBR00K rn i ' m ONE STORY RESIDENCE a m Z T rn O FIN. FL. EL:58.9 m y~ z O V l! 1 480 i 4 .W O N 10.0114.0' I 620.0' .0' FLOOR SLAB ELEVATION MUST BE 16" ABOVE CROWD OF ADJACENT ROAD UNLESS OTHERWISE APPROVED M M 01 00 u- CIL EL : 54. 2-. 25. 00' REFERENCED BEARING S 89° 40 ' 49 "E 885. 37 ' _ _ _ 69. o9 P. C.P. 954. 46' TOTAL ' CIL CALABR I A SPRINGS COVE 50 ' R/W) TRACT F Cl TY OF SANFORD PR I VATE ROAD & UT I L I TY EASEMENT LEGAL DESCRPTION: Lot 22. - CALABRIA COVE " according to the plot thereof as recorded in Plot Book 60. at pages 8 - 1 6 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon kes within Flood Zone according to the Flood hsuronce Rote Mop Community Panel Number 120289 0040E.Dated 04/17/95. General Notes: 1. This is a BOUNDARY Survey performed in file field on Proposed 2. No aerial, surface or subsurface utility installations, underground improvements or subsurfacelaerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights - of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and dimr,tions are the same unless otherwise noted. fir Denotes W iron rod with yellow plastic cap marred L84937 or LS3182, or W, iron rod with red plastic cap marked 'Witness Corner" unless otherwise noted. O Denotes P.C.P. (Permanent contrcl point) Denotes Permanent Reference Monument Certification; Not valid without the signature and the original raised seal of a Florida licensed Surveyor and Mapper This survey meets the requirements of da M)aimum Technical 8: dsasZcontamedin ap 5 17-6 FI 'daAdminrstro(iveCodeNCI' I William A Herx, P. L S. Florida Registered La Surveyanor No. 3182 Darae L Praemienlecki, P. S. M. Registered S eyor d Mapper No. 6030 William R. Herx. P. S. M. Registered Surveyor J Mapper No. 6092 Herx d Associates Inc.. State of Florida LB 4937 CHORD BEARING S 63° 09'45-W S 57° 55 ' 4 1 -W LOT 21 P.C. P. SETBACKS: ILCC TE DATAFront 25' Rear 20' PERVIOUS SO. FT. -2951 Side 7. 5 Corner 25' T S0. FT. IMPERVIOUS AREA - 2565SO.FT. Note: Beorings shown hereon are referenced to the CIL of CALABRFA SPRINGS COVE as being N 89°40'49"W. Vertical doturn is based on NGVD per Engineering construction plans by Burkett Engineering. Inc. Project No. 9709-3 1 Legend ID Temporary Benchmark O/S O.R. B. Offset Official Records Book assumedda(um) PB Plat Book BOW BackofsidewalkPCPointofCurvatureC/LCenterlinePCC. Point of Compound Curvature d Central or (Delta) Angle PCP' Permanent Control Point CALC CalculatedPG. Page CB ChordBearingP.R.M Permanent Reference Monument CD ChordP/L Property Line C M. Concrete Monument P.O.B. Point of Beginning EL. orELEVElevation (Proposed) Po C. Point of Commencement FINAL EL. Elevation (Measured) p 1. Point of Intersection FD. FoundPRC. Point of Reverse CurvatureFin. FI. Elev. Finished Floor Elevation PT. Point of Tangency 1 P. Iron Pipe R Radius 1, R. Iron Rod RAO Radial Line L ArcLengthRES. Residence LB LicensedBusinessR/W Right -of -Way LS. LandSurveyorTBMTemporaryBenchmarkMeeMeasuredTYPTypicalN/D( N&D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence Symbol (see drawing) Sketch of Legal Description This is not a Survey Drown by: BB Checked by: DP Prepored For: BEAZER Job Number: 01-005-02 Scale : 1 30' Plot plan performed; 08-28-02 Foundation Survey: Final Survey: Revisions . l FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: FP-43 Newbrooke Builder: BEAZER HOMES Address: i : t t ` Y Permitting Office: City, State. - , Permit Number: Owner. , e..- , ____ Jurisdiction Number: Climate Zone: - .entral 1. New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family , a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.10 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (R') 1376 ft' c. N/A 7. Glass area & type a. Clear - single pane 196.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.00 d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 185.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 963.0 ft' _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 346.0 W _ 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=30.0, 1376.0 ft' _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as -built points: 20924 PASSTotalbasepoints: 21271 I hereby certify that the plans and specifications covered by this calcula ' are in compl'an a with the Florida Energy Code. PREPARE - DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: c S Review of the plans and srgT ospecificationscoveredbythisyo4T8s calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 o0 O Florida Statutes. W-6 BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1376.0 25.78 6385.2 Single, Clear W 6.0 2.0 6.0 53.47 0.39 125.5 Single, Clear W 1.0 6.0 23.0 53.47 0.97 1191.2 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear NE 1.0 6.0 8.0 43.65 0.97 339.0 Single, Clear E 1.0 6.0 23.0 59.31 0.97 1321.5 Single, Clear SE 1.0 16.0 8.0 56.64 1.00 453.0 Single, Clear E 1.0 10.0 14.0 59.31 0.99 825.5 Single, Clear E 1.0 18.5 40.0 59.31 1.00 2365.4 Single, Clear NE 1.0 6.0 8.0 43.65 0.97 339.0 Single, Clear E 1.0 6.0 23.0 59.31 0.97 1321.5 Single, Clear SE 1.0 6.0 8.0 56.64 0.96 436.6 Single, Clear S 1.0 5.0 19.0 44.66 0.92 777.3 As -Built Total: 196.0 9931.5 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 346.0 0.70 242.2 Concrete, Int Insul, Exterior 4.2 963.0 1.16 1117.1 Exterior 963.0 1.90 1829.7 Frame, Wood, Adjacent 11.0 346.0 0.70 242.2 Base Total: 1309.0 2071.9 As -Built Total: 1309.0 1359.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Wood 33.0 7.20 237.6 Exterior 33.0 4.80 158.4 Adjacent Wood 18.0 2.40 43.2 Base Total: 51.0 187.2 As -Built Total: 51.0 280.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1376.0 2.13 2930.9 Under Attic 30.0 1376.0 2.13 X 1.00 2930.9 Base Total: 1376.0 2930.9 As -Built Total: 1376.0 2930.9 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 185.0(p) -31.8 5883.0 Slab -On -Grade Edge Insulation 0.0 185.0(p 31.90 5901.5 Raised 0.0 0.00 0.0 Base Total: 5883.0 As -Built Total: 185.0 5901.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 1376.0 14.31 19690.6 1376.0 14.31 19690.6 Summer Base Points: 25382.7 Summer As -Built Points: 28291.5 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 25382.7 0.4266 10828.3 28291.5128291.5 1.000 1.00 1.087 x 1.150 x 1.00) 0.282 1.250 0.282 0.950 0.950 9468.4 9468.4 EnergyGaugeT"" DCA Form 60OA-2001 EnergyGauge®IFIaRES'2001 FLRCSB v3.2 life] K1111 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1376.0 5.86 1451.4 Single, Clear W 6.0 2.0 6.0 10.74 1.12 72.0 Single, Clear W 1.0 6.0 23.0 10.74 1.00 247.7 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear NE 1.0 6.0 8.0 12.00 1.00 96.0 Single, Clear E 1.0 6.0 23.0 9.96 1.01 231.2 Single, Clear SE 1.0 16.0 8.0 8.34 1.00 67.0 Single, Clear E 1.0 10.0 14.0 9.96 1.00 140.0 Single, Clear E 1.0 18.5 40.0 9.96 1.00 399.3 Single, Clear NE 1.0 6.0 8.0 12.00 1.00 96.0 Single, Clear E 1.0 6.0 23.0 9.96 1.01 231.2 Single, Clear SE 1.0 6.0 8.0 8.34 1.02 68.2 Single, Clear S 1.0 5.0 19.0 7.73 1.02 150.2 As -Built Total: 196.0 1995.5 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 346.0 1.80 622.8 Concrete, Int Insul, Exterior 4.2 963.0 3.26 3139.4 Exterior 963.0 2.00 1926.0 Frame, Wood, Adjacent 11.0 346.0 1.80 622.8 Base Total: 1309.0 2548.8 As -Built Total: 1309.0 3762.2 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Wood 33.0 7.60 250.8 Exterior 33.0 5.10 168.3 Adjacent Wood 18.0 5.90 106.2 Base Total: 51.0 240.3 As -Built Total: 51.0 357.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1376.0 0.64 880.6 Under Attic 30.0 1376.0 0.64 X 1.00 880.6 Base Total: 1376.0 880.6 As -Built Total: 1376.0 880.6 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 185.0(p) -1.9 351.5 Slab -On -Grade Edge Insulation 0.0 185.0(p 2.50 462.5 Raised 0.0 0.00 0.0 Base Total: 351.5 As -Built Total: 185.0 462.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 1376.0 0.28 -385.3 1376.0 0.28 385.3 Winter Base Points: 4384.4 Winter As -Built Points: 7072.5 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit = Multiplier Heating Points 4384.4 0.6274 2750.8 7072.5 7072.5 1.000 1.00 1.078 x 1.160 x 1.00) 0.427 1.250 0.427 0.950 0.950 3584.4 3584.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge(WIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: f BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 10828 2751 7692 21271 1 9468 3584 7871 20924 PASS EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeS/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:,,_,__ PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area* .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606. 1.ABC. 1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space tested. _ Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. -J- RO-99 ATMER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS _ CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be rrovided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation._ HVAC Controls 1607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.7 The higher the score, the more efficient the home. I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.10 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1376 ft' c. N/A _ 7. Glass area & type _ _ a. Clear - single pane 196.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 36.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.00 d. Tint/other SHGC - double pane 0.0 ft' b. N/A _ 8. Floor types _ _ a. Slab -On -Grade Edge Insulation R=0.0, 185.0(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, lnt lnsul, Exterior R=4.2, 963.0 ft' _ EF: 0.86 _ b. Frame, Wood, Adjacent R=I I.0, 346.0 ft' _ 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=30.0, 1376.0 ft' _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) 0 THE S74 ), in this home before final inspection. Otherwise, a new EPL Display Card will be completed Y y _ _ 0. based on installed Code compliant features. Builder Signature: Date: a Q Address of New Home: City/FL Zip: f COU W-E NOTE: The home's estimated energy performance score is only available through the FLARES computerprogram. t This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar""designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) I RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: INVERNESS 04-07-00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project • • For: BEAZER HOMES Notes: Weather: Orlando -AP, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Building heat loss 39973 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 39973 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Area (ft2) Heatin gg 2526 Cooling 2526 Volume (ft') 20208 20208 Air changes/hour Equiv. AVF (cfm) 0.70 236 0.40 135 Heating Equipment Summary Make n/a Trade n/a n/a Efficiency n/a Heating Input Heating output 0 Btuh Heating temp rise 0 °F Actual heating fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Space thermostat n/a Summer Design Conditions Outside db 93 'F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 33178 Btuh Ventilation 990 Btuh Design temperature swing 3.0 °F Use mfg. data n Rate/swing multiplier 0.98 Total Sens. equip. load 33485 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 3981 Btuh Total latent equip. load 6835 Btuh Total equipment load 40320 Btuh Cooling Equipment Summary Make n/a Trade n/a n/a n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual cooling fan 0 cfm Cooling air flow factor 0.000 cfm/Btuh Load sensible heat ratio 0 % Soldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential- 5.0.64 RSR26015 jOM E:\Files\Beazer 2002\Fp41 Invemess\Fp41 Invemess.rsr 2002-Apr-02 10:04:34 Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: INVERNESS 04-07-00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 20208 ft3 x 0.0167 = 236 cfm Isolated zones = 0 cfm Total = 236 cfm 2. Winter infiltration load 1.1 x236 cfm x 32 *F Winter TD = 8315 Btuh 3. Winter infiltration HTM 8315 Btuh / 349 ftz Total window = 23.8 Btuh/ftz and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 20208 2. Summer infiltration load 1.1 x 135 cfm x 18 3. Summer infiltration HTM 2673 Btuh / 349 ft' x 0.0167 = Isolated zones = Total = F Summer TD = ftz Total window = and door area 135 cfm 0 cfm 135 cfm 2673 Btuh 7.7 Btuh/ftz Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 135 cfm = 3981 Btuh rocedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 Sensible load for structure (Line 19) Sum of ventilation and structure loads Rating and temperature swing multiplier Equipment sizing load - sensible 2. Latent sizing load Latent ventilation load F Summer TD = x 0.68 x 50 cfm vent. x 43 gr/lb moist.diff Internal loads = 230 Btuh x 6 people Infiltration load from Procedure C Equipment sizing load - latent Construction Quality is: a 990 Btuh 33178 Btuh 34168 Btuh 0.98 33485 Btuh 1474 Btuh 1380 Btuh 3981 Btuh 6835 Btuh No. of Fireplaces is: 0 r Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1 VVrj0hts(:3ft Right -Suite Residential- 5.0.64 RSR26015 2002-Apr-02 W04:34IME:\Files\Beazer 2002\Fp41 Invemess\Fp41 Invemess.rsr Page 1 0 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: INVERNESS O4-07-00 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY/LIV a n e a c n 0 n 1 1 90 1.0 6.0 1.0 7.0 87.4 7.0 4.0 a n e a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 32.0 0.0 DIN a n s a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 32.0 28.2 KIT NOOK a n s a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 32.0 28.2 FAM b n w a c n 0 d 1 1 90 1.0 1.0 5.5 7.0 54.4 53.0 0.0 BR4 a n w a c n 0 d 1 1 90 1.0 1.0 9.0 5.0 54.4 16.0 0.0 BR3 a n w a c n 0 d 1 1 90 1.0 1.0 3.0 5.0 54.4 16.0 0.0 BR2 a n n a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 BTH2 M BTH MBR a n n a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 32.0 0.0 WIC wrightsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Apr-02 10:04:34 E:\Files\Beazer 2002\Fp41 Invemess\Fp41 Invemess.rsr Page 1 LNDRY SALES OFFICE a n e b c n 0 d 1 1 90 1.0 1.0 1.0 6.0 54.4 57.0 0.0 c n e b c n 0 n 1 1 90 1.0 1.0 1.0 7.0 87.4 36.0 0.0 s wrightSOft Right -Suite Residential- 5.0.64 RSR26015 X& E:\Files\Beazer 2002\Fp41 Invemess\Fp41 Invemess.rsr 2002-Apr-02 10:04:34 Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: INVERNESS O4-07-00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: tin La. 1 Name of room Entire House ZONE 1 ZONE 2I4MANUAL2Lengthofexposedwall202.0 ft 157.0 ft 45.0 It 3 Room dimensions Ceiings Condit. Option 8.0 ft heat/cool d 8.0 f1 D n 8.0 ft D n TYPE OF I CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg W) Htg Clg W) Htg I Clg ft') Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 1488 1256 232 Exposed b 12C 2.9 1.9 128 0 128 walls and c 13C 3.2 1.2 56 56 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f0.0 0.0 0 0 0 6 Windows and a 1C 37.0 240 8870 183 6764 57 2107 glass doors b 8C 37.0 53 1959 53 1959 0 0 Heating c 9C 38.7 36 1394 0 0 36 1394 d 1C 37.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f0.010 0 0 0 0 0 7 Windows and North 20.7 108 2245 108 2245 0 0 glass doors NE/NW 0.0 0 0 0 0 0 0 Cooling E/W 60.4 213 12876 120 6629 93 6247 SE/SW 0.0 0 0 0 0 0 0 South 30.4 8 233 8 233 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 20 294 199 20 294 199 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.010.0 0 0 0 0 0 01 0 0 0 9 Net a 14B 4.6 2.1 1232 5677 2537 1000 4608 2059 232 1069 478 exposed b 12C 2.9 1.9 35 101 68 0 0 0 35 101 68 walls and c 13C 3.2 1.2 56 176 66 56 176 66 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2545 4316 5665 1947 3302 4334 598 1014 1331 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 157 4069 0 45 1166 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 23.8 7.7 349 8315 2673 256 610011961 93 2216 712 13 Subtotal loss=6+8..+11+12 36339 27272 9067 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 10° 3634 10°/ 2727 10°/ 907 15 Total loss = 13+14 39973 30000 9974 16 Int. gains: People @ 300 6 1800 6 1800 0 0 Appl. @ 1200 2 1800 2 1800 0 0 17 Subtot RSH gain=7+8..+12+16 30162 21325 8836 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 10 3016 10OA 2133 10° 884 19 Total RSH gain=(17+18)'PLF 1,00 33178 1.00 23458 1.00 9720 1201 Air required (c1m) 17071 1707 11401 1140 1 567 567 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. w^ghtsOft Right -Suite Residential- 5.0.64 RSR26015 2002-Apr-02 10:04:34 ACCK E:\Files\Beazer 2002\Fp41 Invemess\Fp41 Invemess.rsr Page 1 23 23 9 R 8DIN8 40 SGD NDR 12.6 1-d GREAT R1 175 I 12x12 3vCD-, 200I320i 14XS 1vCD I0x6 '. <d lQ90P` r I y. 5' 14.1c r^.0 ..' f n I _ 8' DR2 12' 0.4 i. IDx6 cd 45 I 0.4 1e 55 IGx6 I-d — 10 19 55 '1it 13' bath tl¢ t 24XI0 RAG 4 / . pi(onof p i' bocn tluct 8 42X42 A tooo (o( coo a 6• Y {C—''] BY BL R 7, D 2' FR M OY 4' dryer duct , 75 to op! cop 7' L1 7 b I .- x,c 33 12, 12' I7- \ / 6 Ie mg I0. 6 I—d 4• 4- 135 arw 23 30 ton ./SN. Q240v Iphh N8en 22.13peptPlatformbyadr s<A1e d78'= 1'D' C SLAB MIN WALL Must have a rllniNun clearance, of 4 Inches around the air handler per the State Energy code. !NI duct has on r=6 Insulation value. R 4 ll CS I) T..... r r 1 1 II I I W y L+ J Y 00 O o L1J I fV Cal CD Q 3 Cu T ww to mz q Rating o r N m tit > z j Q H m Q D J O Q M M CL J ( n 0 0 BC7WEN ENGINEERING' BEC JOB No. . CORPOMT ON 409 NAME ESW2ra 1428 VAS'.iAR STREET SMEET Np, pF OFLANDO, FL 02KW CALCULATED BY OATS I DltAWN BY DATE G I o NtIV 51 L L- , si4M B 9@ t4 E le 5 I o=STVaIl; 6val FlcFLA•g1AG.CorjG LdT*sT) E rt'1ou D rriOIJ 1A Eta A'aCkOQB 2Oo q. a i lo..iq x 9/4' r JJa"IE12 QP..COlQn O•J m • r- . MAx w/ ca) '/16" ¢ Tep coa 9 A r-.-a-4 Ewa44 o.1= r'wield aaoes W I grm blocke, covege Hvct4.o2 / 41 PE $ CASTM Add ,.., x-.j-4r.3s:o1 4 4,2 +ti,E re MoQ A I5 A i A 'I- CS ; I co.a p ) Aa pee Ef1 JJ vG JeEecoME--JQ--A0—s Ca I- s £IvG A; rJo-s o Ex- o¢ Gl y Bloalc DrAns',I +Q 4Ao'i4s4A cp fzcmph I II-311i- r:( r' / (,-llri $`N( ' h 9,7(1()7 ii JUL-26-2002 02:52 AM CIwrN'd" fll nOy1/j , i1041Ii 'n Rh ir4 To. Twr HUJWCANE ENCY NEERING & TESTING INC. c'nlhpltllr cm?M11e0 PmAct raaams A D 1f ind Load Ahn U04 orm static Air Pressure Test July IM 2001 REPORT NUMBER: RET141-1042 N1kVIJFACTURJiR: Mutia, Ira. MOO Flair Drive, suite 107, 81;N.onte, CA 91731 1'WI' LUGATION' Hurricane Enpim>ain0 do 7'eattag Inc. 8932 NW"StreetN tarnia , 33166 NOTEXATION NO: IMM1028 thfiANII,DADD COUNT , r,LOPMA) 99CC7 LISTING No.: TL - 9WA 1.A14 CKR 17FIVATION' NTJMHSK; (11-0417.01 PRODUCT: Hollow (Ham Bicwk Wall/Whulow PRODUCT DESCPJM0N; Hollow G6m Blociu Noraiml Dimgnsiow: 7 3i4" x 7 3/4" x V PRODUCT SIZE! 72" wide x 72" hish DRAWING NUfgMt; 97-10. Al-Femm CorperWoa, Dated 4.12.97 NOTE., METZ aw wd drawtax tr up, inluKrul putt of (his rupwl. DE61GN LOADQ (pso; +SS wad -m. TEST WM*ISRF?D BY: (lull or pallial) eyed Wale AIL PhD. (EMTQ Mr, Udy Phillips WTD Mr, Leoaanlo D, SweW,16.1. (EIIrTI) M'93=0 814ODMIR: 1*00c m Medina, P.E. (1t,T1) photo roph, not to fcwk a632 NW Nth lb%M. Mlaai, "e, 3310& ph" (Sq 007 M FNE (MI U?-1022 FNq +OII Aa' .1. .nn t. Mr: itj jrtiMj4j Tn• rn...w Ta: T wy tip t, aaw U • a' as'33 a ar s twwaar, wt• so, soog ilR P Con erfoalon Details PRODUCT: F'ogod Hallow t'Iisn Block W41/WindewbrACRITIONOFU.Vrr Qv!njlt- 72" wide it 72" high NO, d 3Iti eMMU; Nona baud MATERIAL CIIAiIACTERIsTICs G Z66 Ala""; 7 314" x 7 3/4" x P' Mellow Glean aloolm Chasing hlsthrxl: A-810 Ci1aw Bloolt M&Mar sttoseding As"m 3g7 far Typexmmur Daylight Gpaa wg: 72" wido a 72" high Om OUT i:f.fLQW3 BLOCK me". ass. none. Pow. 7Lo Horieeatal joints Awe reint'ae+d with a 1-5,V' wideborieoutalladdertype (I!" 0 C. win atspa) steel ntpport 0 1S I"" Wire} Ilarl: 100% siNoeta aselmd wa applied along the outer pas brAftbotw•sem wood back and glue blocks. s BkMU waw bntal)at m a 4x1C eominal TYD 4Z weed frame. INSTALLATION PBRL TBR A 1.3/d'*w x 24"x 0.037'• thick. gall Ue wee bamded to the t>aitMW glaw bloska arcl aaoLond to the rubsbut a with (2) 010 x 1 1/2" wood mows with washers. 400" No. METW-10aa• ompa cr7. JUL-26-2002 02:52 AM r `1 ,* :'mrllrr Trey Fe i1(1wnbi IR / na"r rMll J114 , 700Q i t dela Test Ruts r'.d/f.. .tg d . Alw htMUN!w Net Bet R iitNatle>st PO Smwpow' m Defisobon De0001im iaChw) jr4 OXMn&) Iwhaa inCbd r i.DM a Half t6rt 11,01 0,00 0,07 001 1(NI i0.412 0.12 O,tN1 Im' feat d(IiAmdtAt1,39 0,11?t 0,16 0-06 84 Half toot li4 0108 0,00 0.08 0.00 Im 10 17ea1 M 043 0,02 0,11 0,00 100 30 Toat Coed 1311 0.37 0,02 0,35 0.01 97 30 Vn1JDnw L,096 L oaf WO PNYOF ea IM 9CCordanae Nttp A,Y M 6SOP-WO. conclusion Its Mtwe Val taatad ib tlaoordanoe with Protocol PA-94.202 ofMb miOade Cmty, Plod" widwut my drviaduse, atul mrA tho patfi maw togttirettmantA ofAaTM E33040. It alw wll thm rogttiratnaab ofV*Ahm Bttildini Coda soma 1701.4. 119 a Wic was ietact at On comInian ofeachtort, N(!7h'; %he ahrM MWi t' woro oMatnod uttag Nee dmVgtad hart mathadv which Wteent COVItanco weth the Wfomwned Muft-mantr ofthe reJbtlhcedapecjftoatwna. Thd report doe• na cowtoure certg7catlon of the spec#wn, gated, 9yed W&W Alin Ph, D, P.E. Praidont Hector VA MedWa, Raldatt BROOM ROW Nk H9Ti-o1-+042. Np 3 a 3. SHEATH IN, BY CTHER' CAULK Ei EXTERIOR F BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE FRAME HE GLA7ING IT'.. . LX1tRIDR SEE NOTES FIN TYPE FRAME SILL PERIMETER CAULK — BY OTHERS Ng INSTALLATION ANCHOR SCREW (TYP.) EXTERIOR FINISH BY C"HERS CAULK BEHIND FM SHEATHING BY OTHERS J UJWN JT!-L:S INSTALLATION HOR SCRT-N (TYP ) SHIM AS REO'D. SEE NOTES 1/4' MAX. SHIM SPACE WINDOW HEIGHT I 1/4' MAX. SHIM SPACE SHIM AS REO'0 SEE NOTES 1 MIN. \— 1 X FRAMING EMBEDMENT BY OTHERS SECTION 1 WII HE N=T= I) DESIGN PRESSURE CAZACITY OF WINDOW & INSTALLATION IS 400 PSF. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING OC99 IN. DIA NAILS PLACE 099 NAILS 6 FROM CORNERS MAX. & @' 0,1 MAX BETWEEN. 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH Two BY WOOD STUDS. USING y8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN, 1 IN, EMBEDMENT INTO SUBSTRATE, PLSCE SCREWS 6' MAX. FROM CORNERS AI 24" CC MAX. BETWEEN. 4) SHIM AS REO'O. AOJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) USE LATEX CAULK BEHINO WINDOW FIN AT HEAD. SILL k JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. B) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) BUILD DOWN AROUND CLRVEO PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ACIM:ATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL- FLORIDA B. O. A. F. MANUFACTURER NAME: apNE A. - ,44 OM/A/IIM - MASTER FILE # a ELEVAT10N VIEWED FROM EXTERIOR. 0/-/ ri7 7..7 1/ 4' MAX. f— SHIM SPACE SHIM AS REDO TWO FRAMING 9Y OTHERS FIN TYPE FRAME JAM n I' MIN EMBEDMENT 7 1 SHEATiNG 8Y OTHERS GLA21NG ( TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS EtRO 8 INSTALLATION ANCHOR SCREW (TYP.) f— WINDOW WIOTH PERIMETER CAULK BY OTHERS SECTION 2 WINDOW W107H —' 0 0 0 0 O 0 0 0 C 0 WINDOW 0 HEIGHT 2 O ELEvAT10N VIEWED FROM EXTERIOR ONE BY WOOD — SUCK BY OTHERS CAULK BETWEEN WINDOW i FLANGE Ai W000 BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS / FLANGE TYPE J WINDOW FRAME HEADER EXIE I WWNOOW HEIGHT FLANGE TYPE WINDOW FRAME SILL PERIMETER CAULKBYOTHERS SHIM AS REO'D SEE NOTES) INSTALLATION ANCHOR 3/16- DIA. TAPCON SHOWN CAULK BETWEEN WOOD BUCK k MASONRY OPENING BY OTHERS d 1 1/4- MIN. EMBEDMENT IleSHIM-J SPACE MAX. BUCK HEIGHT SILL STOOL BY OTHERS BUCK WIDTH 1/4- SHIM FLANGE TYPE SPACE MAX. WINDOW FRAMEJAMB ONE BY WOOD BUCK BY OTHERS 1 1/4- MIN. EMBEDMENT SHIM AS REO'D SEE NOTES) C CONCRETE OR MASONRY OPENING BY OTHERS C INSTALLATION ANCHOR 3/16- DIA TAPCON MOWN PERIMETER CAULK — BY OTHERS CAULK BETWEEN WOOD BUCK & WINDOW WIDTH MAS Y OPENING BY OTHERS EXIEBIStB CAULK BETWEEN EXTERIORWINDOWFLANFINISHWOODBUCKBYOTHERSSECTION2 WINDOW WTH. A 8 C D E K 2 WINDOW HGT. F G H CAULK BETWEEN WINDOW FLANGE do PRECAST SILL WITH VULKEM PRECASR SILL116 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 yam 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD h JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULXEM 116 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VULKIM I16 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL MOUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUIWFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT Am APPLES TO THE 1540 INSULATING GLASS SINGLE HUNG SERIES. 1 — ELEVATION VIEWED FROM EXTERIOR Cr VERA t LrtrA uM V & I.RTFRME ft COMPARATIVE ANALYSIS do TAPCON ANCHOR LOCATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS WIDTHAHDGHT EXTERIOR INTERIOR HEAD JAMBS SIZE12 19 1/6 X 26 99 99 B F.G 13 19 1/6 X 36 3/6 76 76 B F.G 14 19 1/9 X 50 SA 59 59 B F.G 14+ 4 19 1/4 X 54 SA 54 54 B F.G 14+ 5 19 1/$ X 55 SA 52 52 B F,G 15 19 1/6 X 63 45 45 B F.G 16 19 t X 72 40 40 F.G iH t/2 X B 1H3 26 1/2 X 36 3/5 51 51 B F.G IH4 25 t/2 X 50 SA µ44 B FIG IH4+ 4 26 1/2 X 54 SA 42 42 B F.G IH4+ 5 26 1/2 X 55 SA 41 41 B F.G 1H5 26 1/2 X 63 40 40 B F.G IN6 26 t X 72 40 40 F G 3OK2 30 1/2 X 26 56 B F.G 3GX3 30 1/2 X 36 3A 44 44 B F.G 3OX4 30 1/2 X 50 SA 40 40 B F.0 3OX4+ 4 3C 1/2 X 54 6A 40 40 B F.G 30X4+ 5 30 1/2 X 55 BA 40 40 8 F.G 3OX5 30 1/2 X 53 40 40 B F.G 3OXG 30 in 1 72 40 40 F H I 22 37 X 26 51 51 B F.G 23 37 X 35 3A 40 40 B F.G 24 37 X 50 SA 40 40 B F.G 24+ 4 37 X 54 5A 40 40 B F,G 24+ 3 37 X 55 3A 40 40 B F.G 25 37 X 63 40 40 B FAN.) 6 37 X 72 40 a F H 1 4826 46 X 26 46 46 B F.G 4636 48 X 36 3A 40 40 8 F.G 4850 46 X 50 SA 40 40 B F.G 464+ 4 46 X 54 &A 40 40 B F.G.Hd 464+ 5 46 X 55 SA 40 40 B FAH,1 4663 48 X 63 40 40 8 F,G.H,I 32 53 IA X 26 45 45 8 F.G 33 53 1/s X 36 3/6 40 40 B F.G 34 53 1/S X 50 5/0 40 40 8 F.G.H.I 34+ 4 53 SAX 54 5/9 40 40 B F,G.H.I 34+ 5 53 1/6 X 55 5/4 40 40 8 F.G.H.1 35 53 1/6 X 63 40 40 B F.G.H.I 36 53 t X 72 40 40 B F C H 1 Ii=* 1) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15X OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16- DIA. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 4) INSTALL /B SCREWS OF SUMCIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES. 5) IF EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. SHEATHING BY OTHERS ORS a OTHERS f PERIMETER CAULK BY OTHERS SHIM AS RE'0'D SEE NOTES) CAULK BETWE=N DOOR FLANGE 6 SHEATHING M. '7T vDE(ZS _ fNiw.•i .+MI• SLIDING GLASS , DOOR FRAME SIL'_ D . INSTALLATION ANCHOR 8 SCREW TvO By WOOD BY OTHERS 1/4' MAX. SHIM SPACE 1-1/8' MIN. - EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT ni--- w— DOOR v!DTH 1"4 /A• MAX. SHIM SPACE TvO 8r WOOD 1 1-1/8 MN BY OTHERS f EMBEDMENT SLIDING GLASS l__ TIi DOOR FRAMS SLIDING GLASS DOOR SHIM AS RE0'DHOOK STRIP. SEE NOTES) INSTALLATION ANCHOR XS SCREW TEMPERED GLASS TYP.) ` CAULK BETWEEN DOOR RANGE cv L SHEATHING PERIMETER '— SHEATHING \ BY OTHERS CAULKBYTEMPERED GLASS OiHERS STUCCO (TYP.) R SIDING By OTHERS SLIDING GLASS DOOR ItiTERLGCK SECTION B-B Al i EMBEDMENT EXTERIOR El E`ATION JO 1-1/4• MIN 2 PANEL DOOR ;HOrN 0 n V. A o f 1 L13ERALLY APPLY J CAULKING UNDER SILL OR SET SILL IN BED !NSTALLATiON ANCHOR tF OFCC'NCRE-E 3/16' D:A TAPCONSECTION A-A17002 INSTALLATION ACHOR its SC"Ev TvO BY vOOD BY OTHERS CAULK 3CTWECN HOOK STRIP 6 SHEATHING 1- 1/6' MIN. EMBEDMENT SHEATHING 3Y OTHERS STUCCO OR SIDING BY 01HERS HOOK STRIP DETAIL I)) a" MATERIAL- ALUMINUM ALLOY 6063. 2) 8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT Of 1-1/8' !MTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILT MUST BE Of SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF ;-t/A• INTO MA GNRY OR CONCRETE. 31 INSTALLAT!ON ANCHOR CHART ON BACK OF THIS SHEET. s7 USE SILICONIZED ACRYLIC CAULK BEHIND OOQR FLANGE AT HEAD SE L JAMBS 5> USIL h^?IIZEDACRYLIC CAULK FOR PERIMETCR SEAL AROUND EXTERIOR OF 30QR. 67 of EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTiTY LISTED WITH NEXT LARGER ;;ZE• FOR THE APPREPR!ATE DESIGN PPESSU.?E PEO'D. 77 FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L C7NF,=:,'RATION TO FINISHED lPENING. PLACE ;NSTALLATION ANCHOR$, IN FPON OF HOOK ;TRIP AS SHOWN 8) GLASS THICKNESS MAT VARY PER REQUIREMENTS OF ASTM C1300 i.LASS CHARTS97 DOOR UM' IS APPROVED •S!NG TENPEPCB GLASS IN :!NGLE GLAZE. 3R INSUL;Tine GLASS 10) JAN1 / S,LL CORNERS ARE TO BE "EALED WITH A "ALL JOINT HAM SEALER 11) SHIM AS ;lEO'D. AT EA. SET OF INSTALLATION AMCHCRS. MAX. ALLCW_BL.E SMIMSTACK TO 5E :/•' 12) ALL ! NS:& LAT)ON ANCHORS MUST BE MADE OF C3RPCSTQN RESISTANT MATERIALS. 13) WHERE ' X• REPRESENTS MOVING PANEL AND 'O' REPRESENTS FIXED 'AKL APPROVED COW GURATIONS ARE AS LISTED ON ANCsQR CHART CN BACK OF THIS SHEET. 14) NOT ALL C3NFIGURATIONS LISTED ABOVE ARE SHOWN ON TH!S DRAV;NG. HOWEVER INSTALLATION SECTIONS 'A - A', '3-1' L HOOK STRIP 3ETAIL APPLY TC INSTALLATI,CN OF ALL APPROVED CONFIGUP.ATIONS. 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING OCAS DOER 1S SHOvN THIS PRIM' ALSO APPLIES TO Z000 SERIES AND 500 SERIES. REVS DESCP. IPTION DATE INI F L [IP I D A INT.RuDERs S,N,' ,, D FL TITLE. SLIDING GLASS ZOOR I INSTALLATION WITH '= c SCSEWS DRAWN BY:33 ! APPROVED BY: ATF TP/17/ rT 1Cr11 F NT' IDWG _rl rXO^s7 ,T I riF r c, {.--,, 8 SCREW INSTALLATION ANCHOR CHART NC NAL DOOR DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. .IAMB QUANTITIES IN EA. NOOK STRIP SI`E AND SIZE LIP TO 46 P,F TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO L. IOURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4C68 xx, Ox, xG 48 X 80 6 6 6 8 8 8 4 4 4 5068 xx, Ox, x0 60 X 80 6 6 6 8 8 8 4 4 4 6C68 xx, OX, XO 72 X 80 8 8 8 8 8 8 4 4 4 8068 xx, Ox, xi 96 X 80 10 10 10 8 8 8 4 4 4 10068 xx. OX, xO 120 x 80 8 8 8 4 4 4 5080 XX, OX. XO 60 X 96 6 6 6 I0 10 IO 5 5 5 6080 xx, Ox, XO 72 X 96 8 S 8 10 10 10 5 5 5 8080 xx, Ox, XO 96 X 96 10 to 10 10 10 10 5 5 5 10080 xx OX (Q 120 x 96 ' 10 10 10 1 5 5 5 50100 xx, Ux, XO 60 X 120 6 6 6 12 12 12 6 6 6 60100 xx, Ox, XO 72 X 120 8 8 I 8 12 12 12 6 6 7 C10 xx nx. x 96 x 120 1 2 12 12 6 7 8 9068 OXO 109 i/8 x 80 12 12 12 8 8 8 4 4 4 12068 OXO 145 I/8 X EO 14 14 14 8 8 a 4 4 4 15068 OXO 181 11/8 X 80 16 16 16 8 1 8 4 1 4 4 9080 OX0 109 1/8 X 96 12 12 12 i0 10 10 5 5 5 12080 OXO 145 1/8 X 96 14 14 14 10 10 { 10 5 5 5 15OSO OXO 181 1/8 x sS 1' 6 16 1 10 10 ` 10 f 5 5 5 90100 OXO 109 1/8 x 120 12 12 12 12 12 12 5 7 a 120100 OXO 145 1/8 X 120 14 14• 14 12 12 12 5 7 8 9068 XXX 106 5/8 X 80 i2 12 12 8 a a 4 4 4 12068 XXX 142 5/8 X 80 I 14 14 14 8 8 8 4 4 4 15O63 XXX 178 5/8 x 80 to 16 16 8 1 a 8 4 4 4 9080 xxx 106 5/8 X ;6 2 12 12 10 10 10 5 5 5 12080 XXX 142 5/8 X 96 I 14 14 14 t0 10 10 5 5 I 5 5080 xxx 178 5/8 x S6 I 16 6 16 lJ to 10 5 5' S 90100 xxx 106 5/8 X IEQ 12 12 I 12 1c 12 12 I 5 7 I a 12 n, xxx 142 5/8 x 120 14 a 1? I2 12 5 7 8 i0068 OXxO 119 5/8 X 00 112 12 12 6 a 8 I 4 4 4 12069 OXXG I43 5/8 x o0 i4 14 14 E 3 3 4 4 4 16068 OXXQ loll 5/8 x _o 18 18 8 8 a 8 4 4 4 1 l XX lI7 / 7 12 12 12 i i i' i' 7 J J 12060 OXXO 143 5/8 X S6 I la l4 I 14 1 10 10 5 5 I 16OG0 OXxa 191 5/8 X S6 18 18 8 i^_ I 10 0 1 5 5 5 i IOOiOO OXX0 1t9 5/8 x :20 12 12 j 12 7 12 12 6 7 a Ic0!00 OxxQ 43 5/8 X 20 14 14 14 2 12 1? 6 7 8II) 160 0 1^1 OxxO loll 5/a x 120 18 is I 19 I 12 12 i 6 8 j XXXX it/ 1/4 X bJ 12 12 12 8f 4 4 4 12068 XXxx 14, 1/4 X 20 14 14 I 14 2 8 8 4 4 4 16063 xXxx 189 1/4 X 20 16 1 16 16 p- a 8 4 4 4 100a0 Xxxx 11 :/4 x 12 l2 1r J 0 J 5 12060 XXXX 41 1/4 X S5 14 14 I 14 10 0 10 5 5 5 l60E0 xxX.x iS9 1/4 X = 16 16 16 10 I0 10 5 5- I 5 00100 XXXX. 117 !/4 x .=O 12 12 12 i2 12 1 5 I? 0?GO XXXX 141 1/4 X 1=0 14 14 I 14 12 7 8 6Pi_ 0 xxxx 39 I/4 x '_20 16 46 I IS I 12 2 I :, 7 Q,4 ! NC., E? NCT73"/ /1 m it .'-• • •• y%-. FLORIDA INTFIN cs L11:1NG - LASS 2, 20 RINSTA;TH MASC1NkY [1PENjNG t- - zy CAULK ;TVEEN DOOR iLANGL S WCO'.' BUCK CAULK BETWEEN PERIMETER WOOD BUCK t CAULK BY MAS'Y. OPENING/ OTHERS BY OTHERS STUCCO 4BYOTTERS / INSTALLATION ANCHOR BH SCREW (TYP, WHERE — TAPCONS ARE NOT REO'DJ SLIDING GLASS DOGR FRAME SILL 7 I d d A li D LIBERALLY APPLY CAULKING UNDER SILL OR SET SiLL IN BED OF CONCRETE SEC I !ON A INSTALLATION ANCHCIR 3/16' DIA. TAPCON INSTALLATION ANCHOR 8 SCREW (TYP. WHERE ONE By WOOD N APCONS ARE NOT RED'D.) BUCK BY OTHERS 1 1/4- MiN, EMBEDMENT 1 1/4' MAX. p T F SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP. DOOR HEIGHT d EMBEDMENT e 1-1/4' MIN. D INSTALLATION ANCHOR 3/15' DI -A. TAPCON SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS S.G.D. WIDTH 1/4' MAX. SHIM SPACE 1/4' MIN. I EMiBEDMENT ONE BY WOOD I BUCK BY OTHERS CAULK BETWEEN d WOOD BUCK L MAS'Y. OPENING BY OTHERS SHIM AS RED'D. SEE NOTES) INSTALLATION ANCHOR 3/16' DIA. TAPCON Q CAULK BETWEEN DOOR FLANGE WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPCON SLIDING GLASS DOOR HOOK STRIP 1-1/4' MIN. EMBEDMENT 1 CONCRETE OR MASONRY OPENING BY OTHERS a i tC L CAULK $ETWEEN WOOD BUCK 6 MAS'Y. OPENING BY OTHERS CAULK BETWEEN HOOK STRIP 6 WOOD BUCK a. I ONE BY WOOD BUCK BY OTHERS STUCCO --I- BY OTHERS su",ItAUMMA B.O.A.F.TEMPERED GLASS SE C T i p N B #-ANMACWRER It n TYP.) ADgE • SLIDING GLASS DEIOR MASTER FRX # C r CkINTERLOCK HOOK STRIP DETAIL A 1) DOOR MAiCRIAL: ALUMINUM ALLOY 6063. 2) TAPCON TYPE INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. CM9EDHENT OF 1-t/a• INTO MASONRY OR CONCRETE. 31 ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL FRAe$ ME"9ERS. a) IAPCOM ANCHOR CHART ON BACK OF THIS $MEET. 5) USE SiLICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD t JANIS, 6) 7) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SCAL AROUND EXTERIOR OF DOOR. IFEXACTDOORSIZEISNOTLISTEDINANCHORCHART, USE ANCHOR DUANTITY LISTED vITM NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 8) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L COWIGURATIO14 TO FINISHED OPENING. 9) PLACE TAPCONS, IN FRONT OF HOOK STRIP AS SHOvK GLASSTHICKNESSMAYVARYPERREOUIREMENTSOFASTME1300 GLASS CHARTS, 10) 3 3 ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH 16 SCR£v: OF SUFFICIENT LENGTH TO PROVIDE MIN A/8' EMBEDMENT INTO WOOD BUCK, 11) DOOR UNIT 1S APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 12) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 133 SHIM AS REO'0. AT EA. SET OF INSTALLATION ANCHORS. MAX ALLOVABLc SHIN TACK TO 9E I/v IN) ALL INSTALLATION ANCHORS RUST BE MADE OF CORROSION R£S:STaNT NaTE R:KS 15) WHERE 'X' REPRESENTS_ MOWING PANEL AND 'Cl* REPRESENTS FiXE PANEL APPROVED A CONFIGURATIONS AP£ AS LISTEO ON ANCHOR CHART ON BACK OF THIS SHEET. 16) EXTERIOR ELEVATION NOT ALL CCNF)GURA71ONS LISTED ABOVE ARE SHOWN ON THIS DRA-41NG. NOvEvER IN;TALLaiiON SECTIONS • A -A', 'B-B' t HGLK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR SHOWN 17) COW IGURATIONS. INSTALLONETAPCONIN EACH PAIR OF FACTORY APPLIED IN;'ALLATION HOLES UNLESS NOTED OTHERWISE ( Iti ANCHOR CHART. SEE SACK OF THIS SHEET. 18) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DCOR IS SHCvM. THIS PRINT ALSO APPLIES TO 2= SERIES AND 500 SERIES. REVI DESCRIPTION I DATE i INI F L a j T } / NT PINC.S Saner pan FL TITLE: SLIDING GLASS DOOR INSTALLATION WITH TAPC-ONS I i DRAWN BY: DIP j APPROVED BY: APCON ANCH01 CHAP NOMINAL DOOR DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO I UP TO 46 PSF TO 61 PSF TO C ONFIGUF=ATION 45 PSF 60 PSF 70 PSF I 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, x, XO 43 X 80 3 3 3 4 4 4 3 3 4 5068 XX, OX, x0 60 X 80 3 3 3 4 4 4 3 4 4 6068 XX, Ox, XO 72 x 80 4 a 4 4 a 4 3 4 5 8068 xx, Ox. XO 96 x 80 5 5 5 4 4 4 3 4 5 10068 XX' Ox. XO 120 x 80 6 6 7() 4 4 a 3 4 5 5080 XX, OX, XO 60 X 96 3 3 3 5 5 5 4 5 6 6080 XX, OX, X0 72 X 96 4 4 4 5 5 5 4 5 6 8080 xx, OX, XO 96 X 96 5 5 5 5 5 5 4 6 6 10080 xx. Ox. x0 120 x 96 6 F 7 <n) 5 5 5 4 6 6 50100 xx, Ox, XO 60 X 120 3 13 3 6 6 6 5 I 6 7 60100 XX, OX, XO 72 X 120 4 a 4 6 6 6 6 I 7 8 80100 xx. x x 96 X 120 I 5 6 6 7 (DI) 6 8 9 12068 0 0 145 1/8 X 80 7 17 9 02) 4 4 115068Ox0l811/6 X 80 8 10 (D2) 11 (D3) 4 4 4 3 4 5 9050 OXO 109 1/8 x 96 5 6 5 5 5 { 4 4 6 6 12080 Ox0 145 1/8 X 96 7 8 (Di 9'•Sm) ' S,a L': 5 I 4 ( 6 6 15080 Ox0 181 1/8 X 96 8 5 5 5 4 6 6 90100 Ox0 109 1/8 x 120 5 5 6:. • i 6-., A 15!; DI) (D1) 6 I 8 IO 120100 OXO 145 1/8 X 120 7 9 < ) 10 (D3) 6 6 7 (DI) 6 8 10 9068 XXX 106 5-5/8 x 80 412068XXXT425/8 X 80 7 7 8 (DI) aa15068xxx785/8 X 80 8 t 'l 3 4 5 xxx 106 5/8 x 96 5 1208208 0 XXX lag 5/8 X 96 7 8 (D1) 9 (D2) I I15080XXX1785/8 X 96 8 1 < 3) 5 5 5 4 6 6 90100 xxx 106 /8 X 120 5 5 6 6 6 717 6 8I 10 120100 xxx 142 5/B x 120 7 n: to (n--) 6 6 6 8 i0 10068 OXXO 119 5/8 X 80 6 6 ff 7 (01) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 DI) 4 4 a 3 4 5 16068 OXXO 191 5/8 x 80 9 10 (DI) 1812 (D3) 4 4 4 3 4 5 10080 UXXU i ll ' 7/b X J6 I b 6 7 (DI) 7 7 I 4 b b 12080 OXXO t43 5/8 X 96 l 7 g <DI) 9 <D2) 5 I 5 5 I 4 I 6 I 6 16080 OXXO I 191 5/8 X 96 9 1 (D3) to <D`) 5 5 5 a 6 6 10U100 OXXO 19 5/8 x 120 6 6 7 CD1) 6 6 7 (Di) 6 6 i0 120100 OXXO 1143 5/8 x 120 7 9 (D2) 10 (D3) 6 I 6 7 (D1) I 6 8 t0 160100 OXXO 191 5/8 x 120 10 (Di) 13 (D4) 16 (D7) 6 6 7 (DI) 6 8 i0 10063 xxxx it/ 1/4 X 6 6 a 4 4 12068 XXXX I 141 1/4 X 80 17 17 18 (D1) 4 4I 4 3 I 4 5 16068 xxxx 189 1/a X 80 9 (Di) 10 <D2) t2 (D 4) 4 a I I 3 a 5 10080 xxxx 711 1/4 x 1196 b 6 7 (DI) j 5 I12080xxxx1411/4 x 96 7 8 (01) 9 0 2) E 5 5 5 I 4 6 6 t6080 xxxx i89 1/4 X 96 9 (DI) 1a (Da) t3 (D> I 5 I 5 5 4 Ii 6 I 5 100100 xxxx 117 i/4 X 120 6 6 DI) 6 I 6 D1) 6 8 l0 1=G!00 xxxx I 1=1 1/4 X 120 7I c <Dt) I 1V Cn.3) 6 17i (DI) l 6 2 t0 80100 XXXX I t8- 4' 1/X i20 i0 (Dc) 13 (n:) D-7 6 6 7 (Ci) 1 ( fi 0 FC Z 4 ANCHOP NOTES: I) IN SOME CASES TAPCONS ARE P.EO-D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'DI' THRU 'D7' DESIGNATES IN WHICH SIZE & CONFIGUP. EATIONS TWO TAPCONS ARE P. EO`D. 2) " DI' MEANS, INSTALL TWO TAPCONS IN ONE SET -OF INSTALLATION HOLES. 3) ' D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) ' D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) ' D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) ' D5' MEANS, INSTALL TWO TAPCONS IN FIVE SETS OF INSTALLATION HOLES. 7) ' D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) ' D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD & SILL. B: SECONDLY, AT EACH END OF HEAD SILL NEAP. JAME CORNER., IF NEEDED. C: LOCATIONS IN HEAD & SILL OTHER, THAN AS LISTED IN A 6 B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN JAMBS. SECONDLY, AT EACH END OF JAMBS NEAR HEAD & SILL CORNERS. C: LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A & 2. A EXTRUDEINS 1 1 Ej R 1" INT. INC. SANFO;RD. FL TREE. SLIDING G- -SS DOGP TA; CON r,_-SS C-AST l,, L F425"; KIM C 0 ": AI MOD nlaa st oKsri pLutcawi`., q C I On R ` O gMft GUMD, XrVE, LOCK poWnY r• Y,L DOOR MIN . Si-D- V, \ J DOORS V ID 7 p' tlal LSNST O/. (h 7p:,10,6 (9p1,. DOORS 0101 7d MOI C06F7 K W S[CLPIf ilbf 'DOM4 I1101O IMIL UOI 21 MOIO IVOLOM LC Sf/P6 w R CKMFI MCOYIiOMOYR[ St1iAG[ O{q 1O1 IIEOVtO) 1O IIIOYK . nLN Y011M90 R. tpOltrNx JrE OO on 749AM Mil. 2N sm CO.Im11B1 a w. ACW_'A LPMVOIDEDRaIOC JSEIiLtJLIFERETAINER !/ f f O0A40SscwnMR LO`N• IIE21C AK706 WllpSfJi111111mIt1C, 01[m-R POOQ. J10 A !W[D-W Rlt[S7E R 21 K-SOKOmw2PCEIOW (),0 P! w CRCFM a fo ION .1PEN ,0 OOOF I/• N' 1MC[.t SOmY6 b1 fl-1/2• CosRS i2.OWAwU,CN ENGKIS ru y EOYCR7[j Tomm acw m wo DATE: ECN N0. tt/Do - mG,K DO mnsmONTR1E2RmTO Tor Dorm . Cemm r REVISIONS NRmorit onCR anonOWNstSL11EERDOu I.uiV ro HOOD JOB sm t 3it tr) LOW .1Wu 1441MMMUKr T. 2-1/y.12 G CXr. Sum 7MCR Rmhmtlacem "a WE w Td uncut vom %,vjo)J SHM blrw,com e e 1 ••.! SELF 1. d rtie wve SCREWS. Ly 4111M11aY1 Y 1 t• Sip IgIdDOi K DOOR ua7J1Tq [7o y!!1) f20 G w. CKx Stttl p0 Sillf 20 G MY. SMEL alit pu SAES Of 5MM Stag 12 CA mv. Sim TOP 000 Ita1KAl 11noL 71Jfl( rtE1O6. 1' ou w awaR tRO1R1m ._-Ky, E—. •.-•••-s O G CwIY slm CENRR lammi RT EwN. u`Yaats' OcLATCHDooaR (WITHan V II ANCHUM 1IT r CDUMO 1Mc 12 " W.. STESTEEEL ,fond Mcxtl& rASR 0TSO(jDTO sTS175 [ Iw.S• ASfE+fq t0 MRR. s71f5 , t K j MRR. 571E taJt Yn SCo+) 10 PIEpYta 11 nISI j` t/ - /(j ,.. ln SNCEt YEtK SEAT tCt= c SWACG NOmONSLL AMM 00 N01 701C[ ATTACHED to [KN SR•Cltn ,MS IAL SOK15 .0a slIIAIJONIS. nWs•.I 101D WTI ONE 1/.•.vs' 0q1 tR/T • 1 • S[V TNPMO SCREWS PER END 10401 aflSOE REY[0 OR TYo 1/.' OM RVC1S 1. G cam STEEL `E ENO Er0 2- ON SNORE S1Er. 10 aML STEEL NO.2EEND HWCl. EACH R, FASKMm 10 ENO STME omm smAIIIII.SaMORAM1>df WAX WMEWIELD. P.f. SR O =/(1 10* P1KP.I.Id d a1Yn sr onlnls Sill c-c 9E4) 1/4-1 stYO( IYHaE Sit<L MONTH CAROL1Y1 NC. $23022 20 G caw SIQL 51PPs1C S[MWS. S,rP ufnt tec mRlr odrmzs r rr. D sTRE1c,1t RS+ W TRPa1 ON ,DILL W[ DESIGN 01 THE SYPPvnw 57RIICIIggL t10Ol6 DESIGN LOADS: 424.0 PSF & -24.: L r r • 20 CA M. SIM Y *WS DO sm 4Q, - of DOOR MECO9ftj K 111E RESPONSOLMMAND O a THE PIE 0 oYK ACCORDANCEF * t 1r _ tiowuTHE l SLAD" Cam L toyri,mTEST 1OA05 +36. 0 PSF h -37.D I a R 2- 1-2-1 wnERN ItE. TWD t aVA STIt LOOI [rG.G[i W.S011.Wsf.. •• ••+P.W ..[ sR" H suR ar R0,70nSKTOfEOILu-aw 0r non INTO YfRt1O4•....1 PART NO.: mm STILE j IDEALS '' ° 011 1/•' aExS/4• >7 SM UPPING SCJdE {DD[cOi E.>1 t1 11 J QI®0[ NMO: = YOWL Lk-- sw" OnrriM PD1 na[ EOcnor tADI'tiai., [lOt• P .t acPr1 tr1Mc rROaRas m TOLERANCES ers OH 4!202 o< I11 R ,,, r e..r........ Pr ..P .r 1,- ,3-1 big r 1. a.Pr4 ..S 4.H4 .0 A 43 RR RR t f0 IY I-S117Q-EN sCOor i tSrrVTn ISK n son ^ , G .: 1. r r rr r .00 >. *.0s5 a.Pw .D00 t.005 DESCRIPTION: MOM 6RST W4 16-0 R 8-0: 24/-24.5 DESIGN S G txr. ( 2) D/oyo/r EtlalOmT. _ j RIAYV43" ON Dwr ar tf" AJKj:iEL':KL4LViJTiLG ' r r.,.~ moo - s.0o, DRAWN BY: B4nE DATE: 4/tH/00 SCALE: NTS Dty[ 1ttR runasTEP. 71tve AOgIR OW." t t/? CHECKED BY: MWW DATE: 4/18/DD SHEET 1 OF t ISIZE AT PC LuN1- Projec,ial - u1s SIRHI a1..WUR oalEuwls ARE Rt tlC1[S. DWG. NO.: 102138 REV. N0. 1 PRODUCT PERPORMRnC6 DATA l HURRICANE CODE METRL--EDGE STEEL DDDR Ill WDDD PRAMS PRODUCT CERTIPICRTID(1 SHEET _ Q I - 0314 , 2:2, (brtrw Valid for the following side -hinged door arrangements: OPROUE DOORS - G'8" nominRI. HEIGHT: Single Door with Sidelite on Hinge side Single Door with Sidelite on Strike side Single Door with 2 Sidelites Double Doors DOOR STYLES: 00 L.• r 007 1 00 Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel Boo 9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDELITE STYLES: a 0 a a 0 00 680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series 23L, 24R, 24L Series Colo DP +Ss C> -SS a IMPACT L MULTI ME-STL_WO OP o Entergy- Entry Systems M I A M I.DAOE M 1A111 l-DADE COUNTY, FLORID METRO-DADE FLAGLER BUILDIN( PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 BUILDING CODE COMPLIANCE OFFIC: METRO,DADE FLAGLER BUILDIN( 140 WESTFLAGLER STREET, SUITE I60 MIAMI, FLORIDA 33130-156 305) 375-2901 FAX (305) 375-290 CONTILWrOR I.WFNSINC SFC*r10i 305) 375.2527 FAX (305) 375-255 coN' 1'IL\C'1'olt r:NFoltcrAi N*r 1)Iv1%lo; 305) 375.2966 FAX (305) 375.290 11I10pUct' CONTROL UI VISIO; 305) 373.2902 F.L\ (305)172.633 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S/E Inswing Opaque Double w/sidelites Residential Insulated Steel Door under Chapter 8 of the Code of Miami -Dade County -governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure IN: product or material at any time from a jobsite or manufacturer's plant for quality control testing. if thi: product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend thr use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by 13CCO that this product or material fails to meet the requirements of the South Florid, Building Code. JThe expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.23 EXPIRES: 04/02/2006 Rau Koarlgucz Chief Product Control Division THIS IS TIIE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE 43, PRODUCT REVIEW COMMITTEE This application f'or Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/0S/2001 Francisco J. Quintana, R.A. Director Miami - Dade County Building Code Compliance Office 04$ 0001\pc2000Ntemplatrs\notice acceptance cover page.dot jPremdor Entry Systems ACCEPTANCE No.: 01-0314.23 APPROVED . JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been file and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of tf product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptant including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initial Jsubmitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or a other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not rescaf the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acccptancc. 9. This Notice of Acccptancc consists of pages I, 2 and this last page 3. l , END OF THIS ACCEP" 'ANC M3114 Perez, [I.E., Product Con rM 'xamir Produ fitrol Division PREMDOR (ENTERGY BRAND) DOUBLE DOOR WITH SIDELITES IN WOOD FRAMES WITH BUMPER THRESHOLD (INSWING) DID IKILYMIII(I Ids1f1( &, N 1 1/V MININM (ND(yllNl 7 146 1/2, MAX 37 1L/4' 37 1/4' 74' MAXMAX MAX MAX SCEMDIESMAX5' MAX MAX Itwl 15, a IS' OC IS OC 15. 0C. 15. OC. I9' OC. 1.3. O.C. IS' O.C. MAX MAX MAX MAX MAX MAX MA, MAX MAX lie r IMI.C.N i-St lo( MNI 1 ie t I•t1 e O' lot w i it, 17 1/ ' MAX OC SPACING I / 19' OC 1 j it u• ( 1 1 t id ii a1 etw SIXES 1 r 116, i._. I A17 1/ MAX IB' OC rOP30/ DOOR to s 7' rNv% ISI IN (A(M INSIDE JANI i O C SPACING TO Or LOCK i i22' x 64' j- S 1/2' i MAX DLO I— DO 17 ISPACING IB' OC waft %aX0.1 i I OC a NAwaI XIaXa1 NDe( l etX i 1 1 OC1SInCING ID'IOC 11.r`.:...i 6- AX I Ii0 • 1 1 wINI.VI (rl wl - e I SIII, tI I(e4A D r I II^ 1VIV-" Or. IAA[DrS EcDs11nvYiwnv (q(I(NI 19' DC 19' OC IS' OC IS' DC. IS' OC 19' 0C. 19' O.C. IS' O.C. wAMAXMq% MAX MAX MAX MAX MAX MAX MAX S' MAX MAX 4. 1• S' MAX MAX MAX We' . e, Law STA L(f scc NOT[ e ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO THE HEADER N8 z1' LONG AND THRESHOLD WITH N10 X 1 3/4' IN ALL REMAINING FLAT14[AD SCREWS HOLES NOTES 1 ) `•' COD BUCKS BY OTHERS. MUST BE ANCHORED 18 X 1 3/4" LONG PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. FLATHEAD SCREWS 2) THC PRECEDING DRAWINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS. L.H. INSVING R.H, INSWING A WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWD BY WOOD OPENING ASTRAGAL B MASONRYORCONCRETECONSTRUCTIONWHEREDOORSYSTEM IS ANCHORED TO A MINIMUM TWO BY APPROVED AS COMPLYING WITH THE STRUCTURAL WOODDUCK. C MASONRY CR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL ONE BY WOOD BUCK. 3 ALL ANCHORING SCREWS TO BE 010 WITH MM I 1/2' EMBEDM"NT INTO WOOD S BSTR T SOUTH fI,Q QA E J JeYPROTCON SUIL01 CODE COMPLIANCE OFFICE L U A E ACCEPTANCSNO. u(-u3/YI 23 6' PFH TAP[ON$ WITH 1 I/2' MINIMUM EMBEDMENT 1 UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR ASO!'RY OVERHANGSUCHTHAT THE ANGLE BETVEEN THE EDGE OF CANOPY OR OVERHANG 4 li MUSTBEINSTALLEDWITH 'MEANT -DADS COUNTY TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS SIFiKELSTAPLESPER SIDE JAMB INTO HEADER ON SIDELITES NON -HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED TO AND DOOR, THREE STAPLES PER JAMB INTO THRESHOLD ON ACCEPT WATER INFILTRATION. S!DCL!TES AND DOOR - c I as coulrr NoomuTlas nl/aju 6 LATEX SEALANT TOBEAPPLIEDATSIDEBYSIDELINIISIIUSSNTIE) TIGC RC WA P NS JAMBS AND SIDELITES. [IIRiITIDK11l[A NDUR SIR IxMI. 14I AND orMtw OD(w ColslcueANas 1:n' i DOCR/SICELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE CORNERS ARE COPED AND BUTT JOINED asc.091N.(fruan(mwaaLNff B DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUST NA 1 INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF OB TO 1.2 MIL. PREMDUR ENIRY SYSTEM 31-1029-EM-I 5 1;Pc'--SSHLLLBEPRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ f11SIrTEW SHEET 1 OF 6 VA'. R-I?Erl?LE ':M!TE PRIMER WITH A DR`.' FILM IHICKNESS OF 09 TO 1.2 MIL. I REVISIDI LEFILR C N PRESSUR: RATINGS WHERE VATER INFILTRATION OUIRENCNT IS NEEDED X WHERE VATER INFILTRATION REOUIREMENT IS NOT NEEDED itiv N A V x NegQ i P x 112, GLASS BITE 11 GLAZING DETAIL SHERVIN VILLIAMS 950A EXTERIOR GRADE LATEX CAULK EXTERIOR 1NTERlm 1/8' TEMPERED GLASS INTERInR nTHER EnNEIEIIIRATiw MAX MAX 04AX s aml i it kR - f IL 01 kP;AQVFV AS 'C': PLYING WITH THE sou rnF GI Lj'vby SILL INAKS S r P•iJJCt-cllNTRCL ONIS:OY V 9U. LCI:dG CC,)c C?`: PU,%I:CE OFFICE rKLMOUK LNIKT JTJILMJ PI-1029AM-1 nItsBelagarISHEET2OfbIirIm " Ift C Al 1/4' SHIM MAX T— 3/4' 80 11/16' MAX INTERIOR 79 5/16' MAX SECTION B-B i 2 BY WOOD BUCK 1 1/4' EXTERIOR 1 1/4" MM I LKIfALJ L!J I ITEM NO. DESCRIPTION PART NLM(BER COMMENTS 1 VOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT COMPRESSION VEATHERSTRIP Em-25 LOCK CREEN BRAND LOXSEAL(BRONZE) 3 ALUMINUM ASTRAGAL M_ PREMDOR BRAND OR EQUIVALENT- 5/8' ALUMINUM ASTRAGAL 4 ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' TOP CHANNEL EM-08 1PREMDOR BRAND - 1 11/16' - 20 GA STEEL 6STEEL SKIN 26 (OTT IABI •ABA :II m RI watt EST van a Er POIYURFTHANE FOAM rnRF BASF FOAM - DENSITY 2.0 TO 2.5 tbs./ft3 BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 I1/16' - 20 GA STEEL 9 VOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT 1B STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL tl HINGE STILE EM-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 12 LOCK PREP FILLER PLATE EM-10 IPREMDDR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) 9 WOOD HINGE JAMB FM-13 1 VV X 4 9/16' MTL. TO BE PINE OR EQUIVALENT IS 110-24 x 1/2' F.H.M.S. 4) SCREVS PER HINGE INTO DOOR f6 110 x 2' f H.v.S. SCREVS H JAMB N SIDELITE JAMB, B VN aMAXIS' O.C. THEREAFTER 11) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4- DOW FROM lop X 8' O.C. THEREAFTER SCREVS THIRD" EACH SIDELITE JAMB INTO SIDELITE, 4• DOVN FRDM, MAX IS• O.C. THEREAFTERlt 1 Inl MV. VlNINIMN I I N N us- PFH TAPCD(S V/MINIMJN I I!t [MBCIXCNi REFER TO ELEVATION VIEV, FOR I OF SCREVS USED AND LOCATIONS 18 110 X 3/4' F.H.W.S. 2) SCREVS PER HINGE INTO JAMB 19 18 x 2' F.H.W.S. 2) SCREVS AT EACH STRIKE PLATE LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 1 110 X 1 3/4' F.H.V.S. 2) SCREWS PER HINGE INTO JAMB WOOD SIDELITE JAMB EM-18 1 1/4' x 4 9/16' MTL. TO BE PINE OR EQUIVALENT 22- X 64' SINGLE PANEL GLASS EH_Iq TEMPERERGrAMSSSRIN POLYPROPYLENE FRAME- DC-1643 - (ODL-20GLASS SIDELITE TRIM WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT In VOOD CASING EM-21 1/0rok 'SII' MBT SIDEIL. TO BAMINE OR EOUIVALEMULLISNT - ITEMS ARE MOLDINGS USE WOOD SIDELITE HEAD JAMB EM-22 1 1/4' x 4 9/16• MTL TO BE PINE OR EQUIVALENT WOOD SIDELITE BASE EM-23 1 1/4' X 4 9/16' MTL TO BE PINE OR EOUIVALENT POLYPROPYLENE LITE FRAME DC-1643, OIL-2 HP Polypropylene by ODL 16 x 1 1/2' PAN HEAD SCREVS 18 PER FRAME 10 EXCEED 14' DC MERE IN FROJ4 TER. H AND 401 SIDELITE STILES EM-26 15/16' x 1 11/16' MTL. TO BE PINE OR EQUIVALENT j PIN NAIL 3/4' LOK MAIL, (' IN FROM END. MAX 8' OZ. 11;RAFTER, USED ON MULLIONS AyD IRI>t DOW SILICONE #995 7MO% c0 AS CIIXPLYING %MTH THE SOUTH FL(>, w If j ,E I'.; TE J U{J LL EY Pzo T ONTR0LOI1nWN / DUI! DING CEDECOLIP40WICE OFFICE CcEPLatCF1. n0 V.z3 LINIIS U(LISS NOUD, FRAC. ' DEC AID, XIMIDIS! ItIESS IVIED, STD. CEIN1. IEII'S. B BADE COUNTY MODIFICATIONS vUicl 1 JD A DDED PAGE 5 (DOOR OPTIONS) 10-1.98 R N F : LIR. I REVISUiK I DAII BY PARI NAIL: INTERGY SIM r(Kr DR. BY DAZE - NAIL SCAL[ PREMDOR ENTRY SYSIDS 911 E. IfffRSON PlI1ska6, Ks. 66?a _— _ 31- 1029-EM-1 I SHEET 3 OF 6 REVlS1CN llilfR B { 2 BY WOOD BUCK 1/4' SHIM MAX 3/4" 79 3/16' INTERIOR MAX 80 11/16" MAX n] 2 BY WOOD BUCK SECTION C-C 1 1/4' EXTERIOR PLEASE SEE 'GLAZING DETAIL" DRAWING 431-1029-EM-I SHEET 2 OF 6 1 1/4' DOW SILICONE 4995 PGRGVEDAS COMPLYING VATH THE Sri!1iHfL(r} j JWeURDN(;CODE O:TE } dY FROGU TC 47ROL01VISION FC4C:r+G CODE COL!PLIAN^iCE CCCr-;.';CC No 01 - 6 3 m U DADE COUNTY MODIFICATIONS 1I10I A t-" RS EIMIIM 11KESS CEO, (RAC. DEC. DEC. ' ACr EXTRIISI It M CEO, SIQ Cu+. IErS. ID-i-9e RS A ADD SCREWS 10 LITE FRAME l MATERIAL LISI me-91 R.S. I•IR. RNISIONS DAIE BY PAR[ WE ENTERT OCTAL FOU VnFI i 7 DR. BY R DAIE - - MAI'ISCALE PR[ MDOR ENTRY SYSTEMS 911 E. 111"ERSEN PIIISBIAtL,, KS. 667P 31- 1029-EM-I SHEET 4 nF REVISION LEI 6 p P OTHER DOOR CONFIGURATIONS tq V.• M Vr W w W.• Nei.• H. rr ».. Y w W w r W W w1w ,,,, !• w r w r Y aL ,• YOC IY tY 6 W W W W W w0wWW 1 Ir We- 1 1 1 1 1 1 1 1 1 1 w IocvKK I.r W r Ivr• - ®y a r u.w• r wr• o Y VKK aL vKK 1 1 1 1 1 I 1 1 1 I 1 1 i 1 1 1 u • u w Ir ... o ocLLIIr oL 1f W W L.' Y w !• W LlU X X w tfYOL )' K tY+Y 1fY6L +. w tY r. tY IY- L 1 H 11 11 If.r w OLIer VKKIN, It I 1 1 1 w ..w fw `+r W L. JJJ LLLL ,... L L.• ... xn 0-X0 LIRIM. AM Nol(D, fek DEC ANL TIMMS7 LRESS DIED. SIR [DR. fa'S APPAOVED S COL:PLYWG NTH THE Cf R: EEO; UTII FL MA BUILDIMG CODE DA'- P,N PREMDUR ENICTRY SYSTEMS PaoL r ROLOMSION fiulDa COuPUAMCE OFFICE PII ISr13iG. (S 5615? AGtEPT, J 0 r— 0 3 1 v. z 3 W I 31—i029—EM—I SHEET 5 Of 6 REVISi(D+. L(t TER OTHER DOOR PANEL STYLES 36" 0I Io- M A X 79 F/1 DD D 01 oo 000 00110,go 00 go 90 MAX go aD go a 000pp000 00 v ® o 0 pp o00 aD DQ 0 00 DD DD DD DO BLANK 10P 6-PANEL 4-PANEL 9-PANEL 10-PANEL 18-PANEL FLUSH 8-PANEL CROSSBUCK 12-PANEL 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL 4-PANEL EYEBROW W/SCROLL EYEBROW EYEBROW W/SCROLL OTHER SIDELITE STYLES 3 6 " MAX 79 F/16" 0 0 0 Mp p 0 p 0 SL-10 SL-20 SL-30 SL-60 SL-50 SL-50B SL-69A SL-698 SL-69C SL-25 SL-55 S1-300 SL-40 SL-90A SL-908 SL-90C SL-30B SL-30C SL-70 SL-90 0o 100 00 00 00 00 go 00 00 00 OD 00 00 00 00 DD 0 00 oa 00 PD-I PD-2 PD-3 PD-4 PD-5 PD-6 PD-7 PD-8 PD-9 PD-10 PD-11 PD-12 PD-13 PD-14 PD-15 PD-16 PD-17 W W M114n S Ur- O U T mi OnV f i u a 001o=- o I. o i; PD-18 PD-19 PO-20 PD-21 PO-22 PO-23 PO-24 PO-25 PD-26 PO-27 PD-29 PD-29 PO-30 PD-31 PD-32 PD-33 PD-34 o m r' 1.1101L LKISS 101(B• IRAE aC ANL EI;IRBKK- LKESS G R• SIR Cat. id'S doe. E fj LIR. RIYISIDIS DAI( B log MI 0 CJ o PART NAI( PREMDOR DOOR OPTIONS YJ DL BT DA MAf l SCALE Do on Dog Boo NO, o0 oa PREMDQR ENIRY SYSIEMS 31-1029-EM-f PiRDSBtR . KE F.' SHEET 6 OF 6 I'D-35 PD-36 PO-37 t-38 PD-39 PO-40 PD-41 PD-42 PD-43 ^3A PD-43B -- R[vISIOI L(II(R 4 , t TROISS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: BEAZER i Job Identification: 00072062 Address 1 CALABRIA COVE Address 2 LOT 22 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001 ANSUTPI 1 Design Loads Roof: 37 PSF Floor: -- Wind: 120 MPH ASCE 7-98 Engineer of Record SMYTH LUMBER CO. ROOF TRuss DrnsioN 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAx: 407-299-9153 Or Building Designer: HURRICANE Seal Date: 30-Aug-02 Truss Engineer: William M. Ranieri Alpine Engineered Products Design Software FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's Ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R1 R2 R3 R4 R5 RG R7 Re R9 R10 R11 R12 R14 13 Plus Standard Details and Placement Plan Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers SMYTH LUMBER CO. ROOF TRuss DIVISION 2722 SOLrrH APOPKA BLVD. APOPKA.FL 32703 407-299-1522 FAx: 407-299.9153 AUGUST 30, 2002 Job ID: CITY OF SANFORD, CALABRIA COVE, LOT 22 (OPTIONAL LANAI) Re: Existing Smyth Lumber Truss Designs and the Florida Building Code — Section 1606 Existing Smyth Lumber truss designs that denote the wind loading requirements of the Standard Building Code for: 100 mph fastest -mile wind speed, minimum Residential construction Enclosed building do meet the wind loading requirements of the Florida Building Code for. 120 mph 3-second gust wind speed Residential construction (Category II, Importance Factor = 1) Enclosed building (landward of the wind-borne debris region) Exposure B Internal pressure coefficient = +/- 0.18 Sincere , AA 8-30-02 William M. Ranieri, PE Truss Division Engineer FL Lic. # 42704 Engineering Certificate of Authorization #9218 as Required by Florida Statutes Chapter 471.023, Board of Professional Engineers N F 2' 2 R12 6' 4' 46 2 6 rVED WALL TO B' O KNEEWALL TO 4' PLATE I-VHT O' UN Rt4 5' 6' i O 16 n' Yinc R6 n n• R a STATE OF AI PE rd The TrussETgineefsseat, when aoofied, confums the dacementorthe buss framing asA relates to the Truss designs spedAc or this slruGure. The Wss hambKt Is based upon the review orplans, drawings and specifications provided by the bWdaug design proressional. The buiMingdesiarr professtonathas final approvalofthetruss harp anNor truss placement plan. The design al the kmporary aunt ptrtnaneM bracNrg, lire diaphragm system, shear walls and sWdwal elements toresist lateral bads from win andJor seismic activity is the responsATAAy of the buASurg aesign professlonaf. Additional apppprrovai by the Ming design proressiaul shall e, not be Wed to, design toadt4 lengths. probes, path.. and depths. Ilk IZO 6O/ 4 3/V hICLD TRU55Eh 12' 6' " RA15ED c[L5 RACK r ON MOCK A VONON "AAE WALLS WYTH L_UMDUR GO. KOOF WV)6) DVIcAON 2722 50UTH APOPKA DLVI7, AFOFKA, FL- 32703 407) Nq - 522 FAX (407) 2qq - g153 Engneeron Certificate of Authorization # 11215 NOTES vowynrtF> of DLA R TO TWA MA$&TFLA A Zv'O` N D55 AAMT FE D COIIONANDOffTENTlePeCtSCtNNQ14aF/m i-n5r AFFROVEV NALC / ANTI DATE 21 TRu55E5 W5T NOT DE CUT OR ALTERED N ANYRAYWTHOIA /RICK Wn1C62ATIN DY SMYTH TRLPY C"A1Y. 3) TRU55E5 THAT ARE CUT Or ALTUED VaNafT AUrICN2ATYMOLLDERErAREDORREPLACED AT CUSTCWC-, ETo'efW 4) DACKO+ ARGES OF ANY KAD RA. NOT M GWAPCIMP WffKxnnoxREV" AND M[TTEN ( 0a^T DY WeTH n IM COWANY. DETAU4) 0 REFM TO NO 9 a(a#.BIVAnON5 FOR HA1D(.Ab. NSTALLATKµAD WORMY ERA" RFEEK TO MkNEUMD Dr.~ FCR romwEM ORA" REOLREO 2) ALL TRIh5E5 eKLLVNG Tr1Y5E5 LNOW VALLEYFEN" W51 DE COXLETELY OECKED OK REF" 70 VALLEY TRUSS A" FOE N.7ERIAYR erAUAS eEajtE RNT5 3) "A vALEY5 TOCONVENTKNALI Y 4) ME" LOAD eEARNA •AL15 ALL RCCf igly MANGERS TO DE `N'a.T' J HhTLofU'f KArtiAA1 7-026 LNRSS11NOTED OTH`.R'A t43 - HUS26 OR THING 9 - HHUS26- 2 OR THC26-2 4- HHUS26- 2 OR THD26-2 4. HHUS46 OR THD40 0- HGOS26- 2 ORTHON26-2 O - HGU5262 OR THOH26.2 HGUS28-3 OR THOH20-7 SULR210 OR SKH2fOLA O - MMS46 OR THOF46 0 - THA422 OR MSH422 OJ • THAC422 OR MSH4221F 9. HLX410 OR F02101F 0- THJA26 OR HJC26 GaNTRACTDR 6EAZEK HOMES FF-43/ V5-260 00072082-- - R1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITY40 BY TRMJSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SEE OWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS 5X4m 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 61— 16 8-0-0 2X4(A ) = 2X4 (A1) 1-0-0 1-0 0 L 7-0-0 _1_ 7-0-0 _I 14-0-0 Over Continuous Support R=83 PLF U=110 PLF W=14-0-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 3 0TY:1 FL 1 R Scale 375" Ft. WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND RACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATEBG INSTITUTE. 563 0.ONOFRIO OR.. SUITE 200. MA0150N. WI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICAWTEO. 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 RESPONS18LE 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. THSS DESIGN CONFORMS WITH APPLICABLE ICABLfPROVISIONS OF NOS (N ATIOMAL OE `+16N SPECIFICATION PUBLISHED BY THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRi0 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I Iril; IFI.. J( A V7 No.4271y4 ' STATE OF i s OR`OP T C T C BC B C TOT. LD. L L D L DL L L 20 . 7. 10. 0 0 . 37. 0 0 0 0 P S F P S F PSF P S F PSF R E F R 3 5 2-- 3 4 3 9 6SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 FAX: 407929TS91253 p DATE08/ 2 6/ 0 2DRW SLTUSR352 02238095 S L T - E N G WM R SEON - 157831 D U RF AC . 1 .2 5 FROM M PROFESSIONALENGINEERINGDRAWINGS 160 A•Z. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TR U55 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS e. 10 Vp' v1,N r CERTIFICATE OF AUTHORZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1 1995 SECTION 2. A.U(3 26. 1 SPACING 2 4.0 UUUZLUDL-- - KL r.rr n..r nnrn.. rn rn nu rnu nii t n- ii n,nc o niuC Tn CIIDMITTCn OV TDIICC MCD TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4m 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II.EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. 6(— 16 8-0-0 2X4 ai 2X4(Al) 2X4 (Al) i-0 _0j i 0-0 I 7-0-0 I 7-0-0 _I 14-0-0 Over 2 Supports R=580 U=300 W=8" R=580 U=300 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:2 FL 1 R Scale 375" Ft. NARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPl (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MADISON, YI 53119). fOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL NA YE PROPERLY AT STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PURL ISNED BY THE AKERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL , EXCEPT AS NOTED. kPPLY CONNECTORS TO w_ a,'GG_ IF[ fV -7r%•. j NQ.42704 1= } 1 7C i 7C SATE OF '" P V N•..OR,: c.••• T C L L T C DL BC D L BC LL TOT.LD. 20 .0 7.0 1 0. 0.0 37.0 0 P S F P S F P S F PSF PSF R E F R 3 5 2-- 3 4 3 9 7 DATE 08126102 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299.1522 D R W SLTUSR352 02 8096 SLT-ENG /WMR SEON - 157733 FAX 407.29991 53 PROFESSIONAL ENGINEF.fiING EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR$ PER DRAWINGS 160 A Z. THE SEAL OW THIS DRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R E SPON5181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS aMNN • PYY N D UR . F A C . 1.25 FROM M i SPACING 2 4 0 yCFFmr1CATEofAUTl10REZATTON #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 199S SECTION 2. Aug 26 '021 UUU/ZUbZ-- - KS) InTa unu r«crwncu rnun Lvnruicn 1nrul LLVNUa a vinuvLvna7 avOriirrty 01 IRvaa r- . TOP CHORD 2x4 SP #2 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT [I,EXP B), 15.00 FT MEAN BOT CHORD 2x4 SP #2 HGT,ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND WEBS 2x4 SP #3 BC OL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 6 F— —1 6 8-0-0 2 X 4 III 2X4(A1) 2X4(A1) i i-0-0 I 7-0-0 _I_ 7-0-0 _I le 14-0-0 Over 2 Supports R=584 U=300 W=8" R=514 U=220 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR.. SUITE 100. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•t FURNISH k COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IWC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANO BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF YDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERIC AN FOREST ANO PAPER A$$OCIAT(0M) AMD iP 1. kLPINEw.. CO"NECTOR$ ARE MADE Of 20GA ASTM A653 GR60 GALY. STEEL. EXCEPT A$ NOTED. APPLY COYNECTORS TO EACH ACEOf TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTOR$ PER M. R'' 7/y tlFl/••q"-•. 3l4 •%' N0.42704 I* lSTATEOF jj ti.: A O •d rN•NNN T C T C BC BL. TOT. L L DL DL LL LD. 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF PSF PSF R E F R 3 5 2-- 3 4 39 8 DATE 0 8 / 2 6 / 0 2 SMYTH LUMBER CO. RooFTRU5SDM510N 2722 SOUTH APOPKA BLVD. APOPKA.FZ 32703 FAuc 0%g2999?53 DRW SLTUSR352 02238097 SLT-ENG WMR SEON 157850 D U R F AC . 1 .2 5 FROM MPROFESSIONALENGINEERING ORAWTNG$ 160 A-Z. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RES PO SIB ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24. 0CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 1. Aug 26 '021 LUISL'- - K4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. 5X6= 3-2-3 11-4-0 8-0-0 LA41H1) = 11-0yle 13-8-0 —1 L-1-4-0 1-0-0 17-0- 4-8-0 13-11-8 7-8-8 21-8-0 Over 3 Supports R=554 U=214 W=8" R=786 U=453 W=8" R=392 U=215 W=4' PLT TYP. Wave TPI-95 R Design Criteria: TPI STD d OTY:2 FL 1 R Scale 3125" Ft. WARNING.. TRUSSES REOUIRE EITREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ItfE. T C L L 20 . 0 PSF REF R 3 5 2-- 34 3 9 9 DATE OS/ 2 6/ 0 2INSTIiUTE. 583 O'ONOFRIO DR „ SUITE 200, MADISON, WI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL MAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R161D CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC IF )CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION} AND TPI. ALPINE CONNEf TORS ARE MADE OF 20GA AS TN A653 6R10 GAL Y. STEEL. E%CEPT AS NOTED. APPLY f6NNE CTORS TO IFI '•. / V r p NO.42704 : i r* STATE OF S ,• j T C BC BC T 0 T O L DL LL L D . 7. 10.0 D.D 37.0 0 P S F PSF PSF P S F SMYTH LUMBER CO. Rt>oFTRUSSDIVISION 2722 SOUTH APOPKA BLVD. APOPKA,FL 32703 407-299.1 522 DRW SLTUSR352 02 38098 SLT ENG /WMR S EON 72928 FAx 407-299-91 53 EACM FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 0F1 D U R F AC . 1.25 FROM MPROFESSIONALENGINEERING DRAWINGS 160A-Z. THE SEAL ON THIS GRIMING IWOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A90 USE OF THIS SPACING 24. 0CERTIFICATECIFAUTHORIIATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1996 SECTION 2. IL 9 2 000720B2-- - R5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIT'Rb BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 0-6-3 f T 3X4( 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT I1,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 2X4, 2X4 0 6F 6 8-0-0 B1) 5X6 = 2.5X4(A1) I.0-0 9-8-0 _I_ 10-0-0 _I 19-8-0 Over 2 Supports R=722 U=310 W=4' R=795 U=390 W=8' PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:3 FL 1 R Scale 3125" Ft. WARNIN6" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO H18-91 (HANOLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE NSTI TU iE. 583 O'ONOFR lO DR., SUITE 200. MAD ISO N, YI 53719). FOR SAFETY PR AC 7I CES PRIOR t0 PE Rf ORMING THESE FUNCTIONS. UNLESS OTHERV ISE IMDIC ATEO, TOP CHORD SHALL HAVE PRO PER L7 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 RESPO NS IOIE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A 4Q, G IFI[:••-,7/ V %'• C',,yEEEr4IfN0.42704 • T C TC BC L L D L DL 20.0 7 10.0 0 P S F P S F PSF R E F R 3 5 2-- 3 4 4 0 0 SMYTH LUMBER CO. ROOFTRUSS D1v15tON DATE 08126102 DRW SLTUSR352 02238099 S L T - E N G / 4JMR2722SOUTHAPOPKABLVD. APOPKA, FL. 32703 407-299- 1522 FAx: 407-29991 53 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 OESIGN SPEC IF[CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR 40 6ALY. STEEL. EXCEPT AS NOTED. APPLY CONN[CTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER tQ. i STATE OF L`" P/ Vti0R% . Q u`` UNAL B C T 0 T L L L D . 0.0 37.0 P S F P S F S E 0 N 157760 D U R F A C . 1.25 FROM MPROFESSIONALENGINEERINGDRAWINGS160A". THE SEAL ON THIS ORAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINfERIMG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS[/TPI 1-1995 SECTION 2. Aug 26 '02 UUU/CUU1-- - KO TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REOUIREMENTS. 3X4F=- 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6 r i 6 8-0-0 2X4(A1) = 5X4 m 2X4(A1) I 10-0-0 _I_ 10-0-0 J 20-0-0 Over Continuous Support R=80 PLF U=28 PLF W=20-0-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL - 1 R Scale 3125" Ft. YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1 tl5T1 TU TE. 587 D'ONOFRIO OR., SUITE 200, MAD: SON, YI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNGI ON5. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESfGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR OOUCTS. IMC. SHALL NOT BE RESPONSIBI FOR ANY DEVIATION FROM THIS Of SIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRAC [WG Of TRUSSES. IN[ S Nf1DESIGN CONFORMS WITH APPL CABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE HADE Of 20GA ASTM A65J 6R40 GALE. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ZIFIC••. l4 r t N0. 427; 1=i }1 7CIll€ 7f STATEOF6C OR,A V,...• @ T C T C gt p BCT 0 T L L DL DL LL L D . 2 0. 7. 0 10. 0 O. 0 37. 0 0 PSF P S F PSF PSF P J F SREF R 3 5 2-- 3 4 4 0 1 DATE 08126102 SMYTH LUMBER CO. ROOF TRu59 Divisiom 27225ouTHAPOPKABLVD. APOPKA. FL 32703 407 299-1 522 DRW SLTUSR352 02 38100 SLT ERG /WMR S E 0N72913 _ FAx: 407.299 J1 53 EACH FACE OF TRUSS. AND UNLESS OTHINNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F A C . 1.25 FROM M PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL 0M THIS GRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIB iLITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS V L i• SPACING 24.0" CERTIFICATEOFALTMORRJLTION #9218 COMPONENT FOR ANY PARTICULAR BUILDING 95 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Aug 26 '02 UUU/[U(S[-- - K/1 I M I J UNU FKtPAKtU YKUM L.UMF'U ItK INFU I (LUAU) & UIMtNJIUNJ) ZUMMIIT-tU UT IKUJJ MYK. TOP CHORD 2x4 SP #2 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN BOT CHORD 2x4 SP #2 HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TIC DL = 5.0 PSF, WIND WEBS 2x4 SP #3 BC OL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ~ 3X4 ( Al) 5X4ia 2 X 4 2X4y 6 r 1 6 8- 0-0 F V r- 3X4( Al) = 1- 0 0 1.0-0 10- 0-0 10-0-0 _1 20- 0-0 Over 2 Supports R= 802 U=390 W=8" R=802 U=390 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STd 0TY:3 FL 1 R Scale 3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO X18"91 (HANDLING INSTALLING AMO BR kC IMG). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $ 8O D'ON,F0. l0 OR .. SUITE Z00. MAD ISO N, NI SOII9). FOR SAFETY PRACTICES PRIOR TO PERFO0. MIM6 THESE FUNCTIONS. UNLESS OTHER SE [NO ICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF TH{S 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 BRACINGC OF ITRUSSES. SHED THIS Y DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IF IAT PUBLI8THE. AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA AST A65) GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M. SiFi ' F j 0" 42704 7C 7 i 7C STATE OF :Q" A fff/// O R,O` 0/' E"'4u•.`.w. T CTCBC BC T 0 T L L D L DL LL L D . 20 . 0 7 . 0 10. 0 0. 0 37. 0 P S F PSF PSF PSF PSF R E F R 3 5 2-- 3 4 4 0 2 SMYTH LUMBER CO. ROOF TRUSSDmisioN 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299- 1 522 FAx: 407-299 9153 DATE 0 8 / 2 6 / 0 2 DRW SLTUSR352 02238101 SLT-ENG WMR S E 0 N 157767 DUR.FAC. 1.25 FROM M PROFESSIONAL ENGINEERING DRAWINGS I60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R FSPONSIB ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1•N CERTIFICATE OF AUTTIORRATION #9218 COMPONENT FOR ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. A u g 2 6 SPACING 24.0" LUt3C-- - KC) TOP CHORD 2x4 SP #1 Dense :T3, T4 2x4 SP #2: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 GABLE END SUPPORTS 8" MAX RAKE_ OVERHANG. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 2X4(OL) M 3X6(OL) 3Xo knE) = .,,.., %—, 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. SEE OWGS A12030ECO901 & GBLLETINI001 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 8-0-0 2.5X4 BE 1-0-0 17 1 8 _I 20-0-0 20-0-0 13-11-8 6-1-0 19-11-8 40-0-0 Over 3 Supports - ') R=559 U=332 W=8" R=247 PLF U=78 PLF W=7-0-0 R=792 U=564 W=8" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD QTY:1 FL 1 R Scale 1875" Ft. NARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUT(, 583 O'ONOFRIO OR.. SUITE 200. MADISON, WI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED R161D CEILING. M tIFI" T C L L T C D L 20.0 7.O P S F P S F R E F R 3 5 2-- 3 4 40 3 DATE 08126102 SMYTH LUMBER CO. DRW SLTUSR352 022,38102ROOFTRuesDTvisiom D2722SOUTHAPOPKABLVD. APOPKA, FL 32703 7.299-i J22 FA%: 407-2939153 IMPORTANT•* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE F00. ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING, SHIPPING. INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMEBIC All FOREST ANO PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER No• 42704 s STATE OF P OR, ID BC DL BC L L T 0 T . L D . 10. 0 0. 0 37. 0 PSF P S F P S F S LT - E N G / WMR S EQ N 22583 D U R . F A C . 1.25 FROM MA PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU I TASTTTY AND USE OF T H 15 iisjppa E SPACING 24.0" OF CERTIFICATEOFAUTHORTLITMM99218COMPONENTFORANYBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER Aug 26 ANSI/SEPARTIPARTICULAR 000720B2-- R9) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 T2, T3 2x4 SP #1 Dense: A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. SHIM ALL SUPPORTS TO SOLID BEARING. 5X6= I n1a UNU rKCr Amcu rNUIT 1.vnruILM inruI LL,UAva n uLr¢NaLV Inal auoruI lcu oI In -a as rlrn. 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. CALCULATED HORIZONTAL DEFLECTION IS 0.16' DUE TO LIVE LOAD AND 0.14' DUE TO DEAD LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X8= 2X4 IN 3X12 = Z)AJ- 3X8(B1} = 3X8(131) 2 X 4 III 1-0-0 1-0-0 I_ 20-0-0 a}E 20-0-0 13-11-8 T 6-1-0 19-11-8 40-0-0 Over 2 Supports R=1538 U=615 W=8' R=1538 U=613 W=8' PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:2 FL 1 R Scale 1875" Ft. BYARNING'• T0.USSE5 REQUIRE EXTREME CARE IN FABRICATION, HANOLIXG, SHIPPING. INSTALLING AND BRACING. REFER TO H10.91 (HANOLING INSTALLING ANO BRACING}, PUBLISHED BY TPI (TRUSS PLATE M T C L L 20.0 P S F R E F R 3 5 2-- 3 4 4 04 INSTITUTE. 583 0?D OFR IO OR., SUITE 200. MAD 150N, M1 53719). FOR SAFETY P0.ACTICES PRIOR TO PERFORMING THESE fUXCTIONS, 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 OESIGR TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL N01 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES {N CONFORMAXCE PITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS NI TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER IC AH FORESI AND PAPER ASSOCIAT10N1 AMO TP{. ALPINE CONNECTOR$ ARE MADE OF 206A ASTM AS53 GR40 GALV. SiCCL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER fIFI T.. fG 7 : F lIID.41704 j " _ STATE OFj Q' tr F L 0Ri F Vg_EH•ry..FR... t,' T C pBC B C T 0 T. D L DL L L L D. 7.0 10.0 0.0 37.0 P S F PSF P S F P S F DATE OOU/ 2 6/ O2 SMYTH LUMBER CO. RooFTRu55D1Y151oN 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407 299-1 522 FA)C 407-299-9153 DRW SLTUSR352 02238103 S L T - E N G / WM R S E 0 N - 23346 OUR.FAC. 1.25 FROM MAPROFESSIONALENGINEERING ORAWIN66 160 A-2. THE SEAL OM THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL EN61MEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS VS pNa` SPACING 24. 0CERTIFICATEOFAUTNORRAT10N #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1996 SECTION 2. A U 9 26 LUt5Z-- - K1UJ inia unu rncrAMcu rnvn wnrulcn Lnrui LLVNua a VlJlCRaLvnaJ allDMIIICU 01 ,nvaa rTrn. TOP CHORD 2x4 SP #1 Dense :T2, T4 2x4 SP #2: BOT CHORD 2x4 SP #2 :B2 2x6 SP #2: WEBS 2x4 SP #3 :W6 2x6 SP #2: DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 4X8(F1) 1-0-0 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP 8), 15.00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. CALCULATED HORIZONTAL DEFLECTION IS 0.26" DUE TO LIVE LOAD AND 0.22" DUE TO DEAD LOAD. 3X6(OL) IU 1)vQi 3X6 (OL) AiU= 2X4UI 2X4 HI 3X8(B1) ;_ 1-0-0 2 -0-0 2 -0-0 14-0-0 6-0-8 19-11-8 40-0-0 Over 2 Supports R=1542 U=710 W=8" R=1542 U=710 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL - 1 R Scale=.1875" Ft. RNING" TRUSSES. REOUIRE EXTREME CARE 1N FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTEiUTE. 587 D'ONOFRIO DR., SUITE 200. MAOISON, NI 53719y, FOR SAFETY PRACTICES PRIOR TO PERFORMING TNESE FUNCTIONS. UNLESS OTHER INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED%` e _ tIFI '•. F T C L L T C DL 2 0. 7.0 0 P S F P S F R E F R 3 52-- 3 4 4 0 5 DATE O 8 2 6 O 2llSMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 02 38106IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NId.42704 BC DL 10.0 PSFROOFTRUSSDIVISIONPRODUfTS, INC. SHAll NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i *. SLT-ENG WMR2722SOUTHAPOPKABLVD. 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 q lSSTATE OF BC LL 0.0 PSFAPOPKA,FL 32703 4O7 299-1 522 SPECIFICATION PUBLISHED BY THE ANE0.ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAx: 407.29991 53 CONNECTORS ARE MADE OF 20GA AS TM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 44Om '• TOT . L D . 37.0 PSF S E O N - 12277 D U R F A C 1.25 FROM MDRAWINGS160AZ. THE SEAL ON THIS DRAWING INO IC ATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERINGRESPONIEITVSOLELYFORTHETRUSSCONPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" fCERTIFICATEOFAUTHOFHzA'nON#9218 COMPONENTANY BUILDING IS THE RESPONS181LITY OF THE BUILDING DESIGNER, PERPAR1TICON pug 26 '02ULARSE UVUYLUDc-- - Kii TOP CHORD 2x4 SP #1 Dense BOT CHORD 2x4 SP #1 Dense :B3 2x4 SP #2: WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 4X8(F1) % 4X8(F1) 1-0-0 1.0-0 a 20-0-0 20-0-0 LIE 40-0-0 Over 2 Supports R=1542 U=710 W=8" R=1542 U=710 W=8" PLT TYP. Hi h Stren th Wave TPI-95 R Design Criteria: TPI STD 0TY:14/FL 1 R Scale 1875" Ft. WARMING*' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING ANDSWARMING*' TO HIB-91 (HANOLIRG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE i NS1ITV TE. SBO O'ONOfR10 DR., SUITE ZOO. MAD ISON, NI 11111).. FOR SAFETY PRACTICES PRIOR TO PERF ORMlNG THESE FUNCTIONS. UNIESS OTHERW ISf. INDICATE., i0P CHORD SHALL HAVE PROPERLY ATTACHED? STRUCTURAL PANELS. BOTTOM CH0R0 SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA k$TM A653 GR 00 GAL Y. STEEL, fYCEPT AS MO iEO. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR$ PER q IFIC4 / t! G ( i No.42704 7i j 7C Q, STATE OF ` f(S/ O R,Ol {(Pw jNw/"'/'w+ T C T C BC B C TOT L L D L DL L L L D . 20 . 7.0 10.0 O . 37 . O O 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 3 44 06 DATE 08126102 SMYTH LUMBER CO. ROOFTRussD1v151oN 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407.299-1 522 FAx 407-299.91 53 DRW SLTUSR352 02238107 S L T - E N G WM R S E O N 157834 DU R F AC . 1 .25 FROM MPRi)FE$$10NAL ENGINEERING DP.AWlWGS ILO A Z. 7HE SEkI OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONS[81lITY SOLELY FOR THE TRU 55 COMPONENT DESIGN SHOWY. THE SUITABILITY AND USE OF THIS SPACING 24.0" CF.RTiFIGTE OF AIITHORT7ATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 1995 SECTION z. Aug 2 6 ' UUU/LUISL-- - KlL TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W5 2x4 SP #1 Dense: SEE DWGS A12030ECO901 & GBLLETINI001 FOR MORE REQUIREMENTS. 5X6a 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X6(A1) = 3X6(Al) m 1-0-0 a 1-0-0a I_ 20-0-0 NIk20-0-0 BIN 16- 0-0 T 4-0-0 4-0-0 T 16-0-0 40- 0-0 Over Continuous Support R= 77 PLF U=25 PLF W=40-0-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL 1 R Scale 1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND 8R AC IM6. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. Ate. T C L L 2 0. 0 P S F R EF R 3 5 2-- 3 44 0 7 INSTITUTE. 583 D'OM0 RIO DIX., SUITE 200. MADISOM, YI 53719), f0R SAFETY PRACTICES PRIOR TO PERF ORM1N6 THESE FUXC TIONS. UNLESS OTHERWISE IMO ICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS OESIGM TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPON518 LE FOR AMY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AME0. ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR10 GAIY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO AR,O% 1='•- I(j tlFl „ Y Ait N0.42704 • STATE OF > T C DL BC DL B C L L TOT. LD. 7. 0 10. 0 0. 0 37. 0 P S F PSF P S F PSF DATE O 8 / 2 6 / 0 2 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APoPMA. FL 32703 407- 2991522 DRW SLTUSR352 02238104 S L T - E N G / WM R SEON 77460 FAX; 407-29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OUR. FAC. 1.25 FROM M PROFESSIONALENGINEEFTINGDRAWINGS160A,2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIB IL ITVSOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS pmpfi , SPACING 2 4.0 N CERTIFICATEOFALITHORTZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 26 ANSI/ TPI 1-1995 SECTION 2. 000720B2-- R14) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3-2-3 3X4= r V A 2.5X4 = 2.5X4 1-0-0 1-8-0->j L<i•4-o 1 -0 -0 L 4-8-0 _1_ 4-8-0 J 9-4-0 Over Continuous Support- R=128 PLF U=57 PLF W=6-4-0 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.40 FT MEAN HGT,ENCLOSEO BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 3-2-3 11-4-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD QTY:l FL - 1 R - Scale =.375" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M. T C L L 20 . 0 P S F R E F R 3 5 2-- 3 4 4 08BRACING. REFER TO MIB 9i (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE R 1/ INSTITUTE. 58O O'ONOFRIO DR., SUITE 200. MAO1 01 NI 5OT19), f00. SAFETY PRACTICES P0.f00. TO t1F1( V T C D L 7. Q P S F DATE Q8/ 2 6/ Q2PERFORMINGTHESEFUNCTIONS. UNLESS OTHERYISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED "q SMYTH LUMBER CO. STRUCTURAL PANELS. BO TTOH CHORD SHALL xAVE A PRO PER IV ATTACHED RIGID CEILING. ttdG F R00FTRussDrvtsrON "IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i NO.42704 BC DL 10.0 PSF DRW SLTUSR352 02238105 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA.FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYIS."S OF NOS (NATIONAL DESIGN STATE OF t BC LL 0.0 PSF SLT-ENG /WMR SPEC IF ICATiON PURL TSHED BY THE 0.NERICAN FOREST AND PAPER ASSOCIATION) OF TPI. ALPINE S @407-2991522 CONNE<TORS ARE MADE OF 20GA ASTM A657 GRCO GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO VVV QR Q TOT. L0. 37.0 PSF SEQN 72930 FAx: 407-299-9153 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCA TE0 ON THIS DESIGN, POSITION CONNECTORS PER , ••..`.•t.•t PROFESSIONAL F TGINEERING DRAYIMGS 160 A 2. THE SEAL Otl THIS DRAWING INDICATES ACCEPTANCE OF P0.0iES5fOtlAl ENGINEERING D U R . F AC . 1.25 FROM M RESPO:5IWIl ITV $OLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of TH15 CERTIFICATE OF AVMORCEATHDN 992 18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 26 SPACING 24.0" ANSUTPI 1-1995 SECTION 2. r; ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C E"a 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) IX4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B S P F 1 2 3' 5" 5' It" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" l0' it" 11' 3" 13' 1" 13' 5" 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10, 0" 10' 0" 13' 1" 13' 1" Z H F STUD 3' 4" 4' 10" 4' 10" 6' S" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 1 8' 7" 8' 7" It' 8" It' 8" 1_ 1 3' 9" 5' 11" 1 6' 4" 7' 0" 7' 6" 6' 4" 8' it" 10' It" 11' 10" IT 1" 14' 0" Y 2 3' B" 5' It- 6' 4" 7' 0" 7' 6" 8' 4' 8' it" 10' it" It' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" IT C 13' 9- DFLI STUD 3' 6" 4' It" 4' 11" 6' 6" 1 6' 6" 6' 4" 8' 9" 10' 2" 10' 2' 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3` 5' B" 5' B" 7' 7" 7' 7" 8' 9" 8' 9" it' it' It' it" S P F 1 2 3' 11" 6' 9" 6' II" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 1t" 14' 0" 14' 0" F " 3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" l4' 0" H F STUD 3' 10" 5' 11" 5' It" 7' 10" 7' 00" 9' 6" 9' 6 12' 3" 12' 3" 14' 0" 14' 0" x] 0 STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" S' 1" 10' 6" 10' 6" 14' 0" 14' O" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" l4. 0" S P 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" W 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" DFLr STUD 4' 0" 6' 1" 6' C 8' 0" 8' 0" 9' 6" t0' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' II" 5' 3" 5' 3" 6' 11" 6' It" 9' 3" 9' 3" 10' 9" l0' 9" 14' 0" 14' 0" l 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" S P F 3 4' 2" 6' it" 6' It" 8' 9" 6' 9" 10' 6" 10' 6" 13' 10" 13, to" 14' 0" 14' 0" H F STUD 4' 2" 6' 11" 6' 11" 8' 9" e' 9" 10' 6" 10' 6" 13' 10' 13' 10" 14' 0" 14' 0" 0 STANDARD 4' 2" 5' it- 5' I1" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' 8" 7' S" 8' 0" 8' 9" 9' 6" 10' 6" It' 4" 13 10 14' 0" l4' 0" 14' 0" P 2 4' 7" 75" B' 0" 8' 9" 9' 6" 10' 6" It' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' 5" 7' 1" 7` 1" 1 8' 9" 9' 3" 10' 6" it' 0" 13' 10" 1 14' 0" 14' 0" 14' 0" DFLSTUD4' 5" 7, 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 6' 1" 8' 0" e' 0" 10' 6" t0' 9" 1 12' 5" 12' 5" 14' 0" 14' 0" DIAGONAL BRACE OPTION: I VERTICAL LENGTH MAY BE Gr DOUBLEDWHENDIAGONALBRACE IS USED. CONNECT DIAGONAL BRACE FOR 8709 1 BRA( ATEACHEND. MAX WEB L TOTAL LENGTH IS 14'. , 2X4 SP OR DF-L 02 OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. DOUBLE CUT AS SHOWN) AT UPPER END. CONNECT DIAGONAL AT I, MIDPOINT OF VERTICAL WEB. SYMM I(( ABOUT, C 2X4 p2N OR BETTER REFER TO CHART ABOVE FOR BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEM -FIR 1 2 ISTANDARD2 1 STUD 3 1 STUD 1 1 #3 IsTANDARD. DOUGLAS FIR - LARCH SOUTHERN PINE 3STUDL;w STANDARDGROUPB: HEM -FIR 1 6 BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 2 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING ( 5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG. OR 12` PLYWOOD OVERHANG. ATTACH EACH " L" BRACE WITH IOd RAILS. FOR (1) " L" BRACE: SPACE NABS AT 2" O.C. IN 18" END ZONES AND 4' O.C. BETWEEN ZONES. FOR (2) " L" BRACES: SPACE NABS AT 3" O.C. IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. L' BRACING MUST BE A MINIMUM OF 80% of WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0' IX4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN II' 6" 2X4 GREATER THAN IV 8• 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. V I" ' V THIS DRAWING REPLACES DRAWING A10030E WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF ASCE7-98-CAB12030 BY TPI ,TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. VL 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CHORDSHALLHAVEPROPERLYcNO. 42704 DATE 09/10 01 SMYTH LUMBERCO. ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE APROPERLYATTACHEDRIGIDCEILING. DRWG A12030EC0901 ROOF'I'RUSS t71VIS10N 1MPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS Z ENC 2722 SOUTHAPOPKABLVD. DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH STATE OF APOPKA, FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST407-299.1522 FAX: 407. 299,9153 AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF O/••. O R Q;,_;{. i TOT. LD. 60 PSF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS ORESPONS A-Z. THE SEAL ON ISFOR ATHI£GTRUSS INDICATES £NTcV V/ O AL ENGINESINGBILITYSOLELYYCOMPOEDESHOA I'll CERTIFICATE OF ADYHOR ZATION' M921 IGEPTANCEN SHOWN. SUITABILITY ANO USE D< THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. hlpl ,{" `"``\ U I+.. I. _ MAX. SPACING 2 4.0 " GABLE DETAIL SY FOR LET -IN VERTICALSABOUUT WAA GABLE VERTICAL PLATE SIZES Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE. WEB AND HEEL PLATES. IF CABLE VERTICAL PLATES OVERLAP. USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: L__ 2* 2X4 42X8_1 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP* LESS THAN 4' 0" tX4 OR 2X3 2X8 GREATER THAN 4' 0'. BUT LESS THAN It' 8" ZX4 2X8 GREATER THAN it' 6" 2.SX4 2.SX8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH `T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: tOd COMMON TOENAILS AT 4" O.C. PLUS (4) 18d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAZIS - 0.131` X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015EN0899, A06015EN0899, A07015EN0699 A11030EN0899, A10030EN0899, A09030EN0899, A08030EN0899, A07030EN0899 ASCE 7-98 GABLE DETAIL DRAWINGS A13015EC0901, A12015EC0941. A11015EC0901, A10015EC0901, A065(5EC0901 A13030EC0901. A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901 SBCCI GABLE DETAIL DRAWINGS 511015EN0899, 510015EN0699, 509015EN0699, S08015EN0899, S07015EN0899 S11030EN0899, S10030EN0699. 509030EN0699, 508030EN0899. 507030EN0699 SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2X8 i" REINFORCING MEMBER 2x4 `r` REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T' FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (!) 2X4 "L' BRACE, GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" BRAG WIND SPEED AND MRH T' RE[NF. MBR. SIZE SBCCI ASCE Ito MPH 15 FT 2x4 IO 7. 10 9. 2x8 40 7, 50 9. 110 MPH 90 FT 2x4 10 X 10 7. 2x6 50 X 50 R 100 MPH 15 FT 2x4 10 X 10 7. 2x6 30 9. 50 X I00 MPH 30 FT 2x4 IO 7, t0 X 2x6 40 7. 40 9. 90 MPH 15 FT19 2s4 20 9. 10 9. 2x6 20 9, 40 7. 0 MPH 30 FT 2x4 10 9. t0 9. 2x8 30 9. 50 X 80 MPH 15 FT 2x4 10 9. 20 X 2x6 10 7, 30 X 80 MPH 30 FT 2x4 20 9. l0 7, 2x8 20 7. 40 9. 70 MPH 15F't' 2x4 0 7. 20 9. 2x6 07. 207. 70 MPH 30 FT 2x4 10 9. 20 9. 2x6 10 9. 30 7. EXAMPLE: ASCE WIND SPEED 100 MPH MEAN ROOF HEIGHT = 30 FT CABLE VERTICAL = 24" O.C. SP /3 T" REINFORCING MEMBER SIZE = 2X4 1" BRACE INCREASE (FROM ABOVE) = lOZ = 1.10 1) 2X4 `L` BRACE LENGTH 6' 7" MAXIMUM "T` REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" DRAWINGS GAB98117 876.719 & HC26294035 r.vARNINGrr TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING arlp BRACING. REFER TO H{B-91 (HANDLING INSTALLING AND BRACING), PUBLISHED,• t)''.,.••••••., IN REF LET -IN VERT BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MaDiSON, W[. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, q ,.•• GV •, s wl- DATE 10/24/01 SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY a7iACHED RIGID CEILING. y, DRWC CBLLETIN1001 ROOF TRUSSOIVISION uiMPORTANTrr FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONFROM 7HIS N0.42704 7 Z ENG DLJ/KAR 27225ouTHAPOPtCABLvo. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPp OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN APOPMA, FL 32703 CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299.1522 gSTM p653aR40TGALv.PAPER AND STEELAExCEPTTa N) NOTED.TPnPPLrALPINE CONNECTDaS TO EACH FACE Of A STATE OF TOT. LD. 60 PSF FAX: 407.299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A . •• R. FAG. ANY PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION 092181SU1TABILITY DRAWINGS 160 A-Z. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER aNSIiTPI 1-1995 SECTION 2._••••••'" j ' d P`; O/N •,• C Q Opfi, IlA( SPACING 24.0" VALLEY TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(•) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH: 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED FOR 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 15 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. OR 2) SIMPSON H2.5 OR CONNECTION FOR 500# UPLIFT FOR 120 MPH WIND, ASCE 7-98, CAT H, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D I 4-0-0 MAX ' 12 12 MAX.I— yY2X4 W2X4 W2X4 8-0-0 MAX --I 16-0-0 12 12 MAX.) WIX3 WIX3 WIX3 W5X4/SPL PITCHED CUT BOTTOM CHORD VALLEY WZX4 WIX3 6-0-0 MAX SPACING) W2X4 WIX3 TRUSS DETAIL ' UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "T"-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. SQUARE CUT BOTTOM CHORD E-NAILED VALLEY r W2X4 W4X4 Tf OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL T 124" COMMON RUSSES PARTIAL FRAMING 20-0-0 MAX (++} l,,u,1IleuNu n " OC PLANAT SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING.% i,v, Q „ THIS DRAWING REPLACES DRAWING AI05 WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, ! '9 % INSTALLING ANO BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED ; • V ,•• BY TPI TC LL 30 30 40 PSF REF VALLEY DETAILTRUSSPLATEINSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR gG SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,? TOP CHORD C DL 20 15 7 PSF DATE 06/25/99SHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALESMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. N O.4 2 7 0 4IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIEROOFTRUSSDIVISION 19C DL 10 10 10 PSF DRWG VALTRUSS0699 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS * ENG MLH/KAR2722SOUTHAPOPKABLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP.IIOR FABRICATING, ? HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' AFOPKA, FL 32703 APPLICABLE % STATE LL 0 0 0 PSF 55 PROVISIONSOFNS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE O OF 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAS _! •• ,• Q aSTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO FACE OT. LD. 60 57 PSF EACH OF Q. FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERp`,•_` DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ^L • ` 0 DUR.FAC. PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OF AUTHORIZAnoN 49210 RE SPONISI1BILlTYDOFS THE BUILDING 1-1995 USECTIONI 2.TG '///,. • ..`\\\ s/Oni ai• E 1. 25/1.33 L15 L15 SPACING 24" CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" O( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. VALLEY RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) (A) 3) 16d BOX NAILS C) ( B) 4'0" TYP. (B) 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBYTPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. aIMPORTANT-. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISI0mENGINEEREDPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA 13LVO. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPoPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.299-1522 AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA Feu(: 407.299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OF AUTHORIZATK)N 0921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN urn IVIUIV I A V JJGJ 111 G,`t UL, 2) 16d BOX NAILS, TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING AN BC No. 42704 •0 TO' STATE OF p •' . A` i 4•_lnratOP_- _ N4 3) 16d BOX NAILS, TOE -NAILED GIRDER THIS DRAWING REPLACES DRAWING V105-CONV LL 30 30 40 PSF REF CONV. VALLEY DL 20 15 7 PSF DATE 06/25/99 10 10 10 PSF DRWG VALCONVF0699sPL H 0 0 0 PSF ENG MLH/KAR EW. 60 55 57 PSF 1.25/1.3311.1511 15 NG SEE ABOVE TOP CHORD 2X4 p2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. PIGGYBACK DETAIL TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO T14AT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TOTRUSSTOPCHORDWITH1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLLN SPACING 120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. E[THER PLATE B OPTIONAL \ LOCATION IS SPLICE g V: BACCEPTABLED B D-SPLICE B 2' TYP. g B B PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. EWAKNINUum IRUSSES REQUIRE EXTREME CARE IN FABRICATING, INSTALLING AND BRACING. REFER TO HIB-9I (HANDLING INSTALL] BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNTOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELHAVEAPROPERLYATTACHEDRIGIDCEILING. S MYTH LUMBER CO. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN 2722 SOUTH APOPKA BLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DE APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATI 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPL ALPINE C FAX: 407.299V 153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNETRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSIT DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCE PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT CERTIFICATE GF AUTHORIUTION ag21 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULARRESPONSIBLLITYOFTHEBUILDINGDESIGNER, PER ANSI/TPl. 1-199 MA C a C S AND BOTTOM CHORD SHALL LATION CONTRACTOR. ALPINE Y DEVIATION FROM THIS WITH TPIi OR FABRICATING, SIGN CONFORMS WITH ON PUBLISHED BY THE ONNECTORS ARE MADE OF 20GA CTORS TO EACH FACE OF ION CONNECTORS PER PTANCE OF PROFESSIONAL DESIGN SHOWN. THE BUILDING IS THE 5 SECTION 2. JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 06 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTHI REQUIRED BRACING 0' TO 7'9" NO BRACING lx4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2X4 "T BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 60% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 0 0 0 0 0 a o 0 0 0 00 o 0 0 0 0 2" 0 0 0 o a 8 1/4" AWING REPLACES DRAWINGS 634.016 634.017 & 847,045 ti Q /j/ F MAX y LOADING REF PIGGYBACK 11F'C'9•• G F•'• 55 PSF AT DATE 06/25/99 1.33 DUR. FAC. DRWG PIGBACKBO699 NO. 42704 50 PSF AT ENG DLJ/KAR9.25 DUR. FAC. a'•• STATE OF = 47 PSF AT 1.15 DUR. FAC. O R O_p': ( ACING 24.0" Al. BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 4 ++ MAX 111'T1111A 3X8 TRULOX *« 18"' . MAX 4 ** LOX 2X8 WEDGE 2) 8D NAILS CUT TO FIT E erWARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. SMYTH LUMBER CO. IMPORTANT•. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVO. DESIGNi ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407-2939153 ASTN 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 PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE CERTIFICAYE OF AUYHORRATION X921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. as 11i111ii11ij11 Abjj DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 TC LL PSF REF BC FILLER w: •'IFIC.q'• DL — PSF DATE 06/25/99 G F••. B& DL 10.0 PSF DRWG BCFILLER0699 Nd. 42704 GILL — PSF -ENG DLJ/KAR TOf LD. — PSF a STATE OF Q' • FAC. 1.0/1.15/1.25/1.33 z n R 10 .•_.. ACING 24.0" atttttt` STEPDOWN CORNER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE 2 TYF BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR #1 N 2-00-00 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# J1 J3 J5 ** J7 3.00 12 TO6.00 wzxa 1' 3' R=4631, W=3.50' END AND CORNER JACKS 5' CORNER SET SETBACK 3' 7' 0" 0 1' COMMON TRUSS i T** I J 5 7 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS HJ „ (3) 16d TOENAILS 2.12 12 W2X4 TO4.24 I W2X5 , ; W3X4 OR THJA26N3/4' —1-- 1 9-10-13 OVER 2 SUPPORTS R=652p, W=3.50" NARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBYTPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SUITE 200, MADISON, Vt. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, S MYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION IMPORTANT--FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRO UCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA ElLvo. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAx: 407-299 9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUT140RI2ATION N9216 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. HIPJACK Ic~Ntc yVC IBC No.42704 I* 0 o STATE OF c O dot, ALTERNATE LOADING TCLL 20 PSF TCDL 20 MAX PSF BCDL 10 PSF TOT.LD. 50 MAX PSF DUR.FAC. 1.25 THIS DRAWING REPLACES DRAWING HCIE795029 LL 30 MAX PSF REF 7' STBK CS DL 15 MAX PSF DATE 06/25/99 pL 10 PSF DRWG CS7SBK3A0699 jL 0 PSF ENG SJP/KAR LD. 55 MAX PSF FAC. 1.33 VG SEE ABOVE TONAL CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X6 I ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80%. OF WEB MEMBER LENGTH SCAB BRACING: T- CBRAE OR L-BRACE APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, Wt. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRU55 DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS APOPKA BLVD.DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, 2722 SOUTH HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAx: 407.299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER j DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THECERnFiCATEOFAUTNORRATION0921BRESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2. qT No. 412704 R J STATE OF T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579,640 LL DL DL ELL I LD. PSF PSF PSF PSF PSF REF CLB SUBST. DATE 06/25/99 DRWG BRCLBSUB0699 ENG MLH/KAR IR. FA C ACING VLUUK bAULt TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 JACK STUDS FOR HEAVY CONC. LOAD BY BUILDER). OUANTITY DETERMINED BY OTHERS. WALL PLATE I I 1 3/4' DECKING INSERT JACK STUDS BY BUILDER). QUANTITY OF JACK STUDS TO MATCH WALL JACK STUDS ABOVE,MIN. Z =71- JACK STUD DETAIL WALL STUDS NOT SHOWN FOR CLARITY PURPOSES) W2.5X4 = / DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES 4 - W=W2.5X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. DESIGN CRITERIA 1: ALL TRUSS LUMBER TO BE SP #3. 2: ATTACH TOP OF RIBBON BLOCK WITH 2-lOD GUN NAILS. 3: DIAGONAL WEBS TRUSS SPAN < or = TO 12' 12' < TRUSS SPAN < or = TO 20' 20' < TRUSS SPAN < or = TO 30' 30' < TRUSS SPAN 4: 16' OC VERTICALS, TYPICAL. NO DIAGONALS ONE DIAGONAL TWO DIAGONALS THREE DIAGONALS ONE EACH END AND CENTER) 5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION FROM A 2X4 WALL BOTTOM PLATE, 3/4" FLOOR DECKING AND RATED SHEATHING APPLIED TO OUTSIDE FACE. WALL BOTTOM PLATE, FLOOR DECKING, SHEATHING AND ALL CONNECTIONS TO TRUSS TOP CHORD TO BE DESIGNED BY OTHERS. W=W2.5X4 Continuous Support T 1-4-0 1 Note: All Plates Are PLT TYP. Wave TPI 95 W2X4 Except As Shown. R Design Criteria: TPI STD M. QM•...RgN•,,,,g, SIFI 19.6aC'9•` % FL 1 R Scale 375" Ft. WARNING•` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING ANDBRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TROTS PLATEINSTITUTE. TB3 O'ONOFRIO OR., SUITE 100, MAOISON, YI TJ ll9). FOR SAFETY PRACTICES PRIOR TO _ P (OFORMING THESE FUNCTIONS. UNLESS OTHERVISE INOICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No, 4270 4 •. T- L L D Ll. 40.0 10.0 P S F P S F R E F R 3 5 2-- 1 5 3 7 2 S MYTH LUMBER CO. DATE D 7 / 1 5 / 0 2 ROOF TRUSSDIV7SION 2722SOLTn1APOPKABLVD. APOPKA. FL 32703 407-299-1522 FAx: 407-299-9153 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTTIORRATION Ee9ZIE$ IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 5PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FAORICAtING. HANDLING. SHIPPIN6. INSTALLING ANOBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO$ (NATIONAL DESIGNSPECIFICATION R PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS A0.E MADE OF 10GA ASTH A6S3 GR40 GALY. STEEL. EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNCSS DTMERVI S( LOC ATEO ON THIS DESIGN, POSITION ON EC TORS PERDRA' 41 CERESPONSIBILITYSOIELYTFOR SIAI THE TRUSSICOMPO NE NT DETSDRAWINGINDI6XT$HOYNCFP TATHE SU )TAB ILIiYOANO UTE IOFETHI$ COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPOHSIOILLTY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-199S SECTION 2. STATE 0 F O, P/ ^ —' < 0 R I D P' ` 1ssOqE BC_=OL LL a T 0 T . L D . 5.0 D.D 55 0 PSF PSF P S F DRW SLTUSR352 02196003 SLT-ENG S E 0 N 11184 DUR.FAC. 1.00 FROM SYSTEM 42 PLY TO PLY CONNECTION DETAILS FIGURE 1: WEB TRULOX PLATE CONNECTION WEB TRULOX PLATE CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND/OR CONCENTRATED LOADS AT RANDOM OR O.C. SPACINGS. TRULOX PLATE APPLIED TO BOTH FACES AT LOCATION OF CONCENTRATED LOADS OR N OR SNEARMIDSPANFORTRUSSES WITH ONLY UNIFORM LOAD. 4X6 TRULOX FOR P = 2900# MAX. 6X6 TRULOX FOR P = 4400$ MAX. 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. ATTACH WITH (S) 8D COMMON (0.131" x 21/2") NAILS IN EACH VERTICAL WEB. CHORD TRULOX PLATE CONNECTION CHORD TRULOX PLATES CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND CONCENTRATED LOADS SPACED AT 24" O.C. OR LESS. 2) 3X8 TRULOX PLATES TO BE BENT AND APPLIED AS SHOWN. PLATES TO BE POSITIONED APPROXIMATELY 1/4" APART SPACED AT 2' 6" MAXIMUM O.C. BETWEEN PAIRS. FOR DOUBLE STACKED CHORDS USE (2) 3X10 TRULOX PLATES. SYSTEM 42 CONNECTION NOTES: N" & "C" ARE THE REQUIRED NUMBER OF 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING' THIS DETAIL. S" IS THE REQUIRED NUMBER OF 0.131" X 2.5" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER, PLATES AND OTHER INFORMATION NOT SHOWN HERE. 0.125" X 3" GUN NAILS MAY BE USED IN PLACE OF IOd COMMON 0.148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS. ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2-PLY SYSTEM 42 TRUSS. FIGURE 5: SINGLE SHEAR BLOCK CONNECTION AT CONCENTRATED LOAD CROSS S—EC-T-IION DETAIL 31A I 2X6 OR 2X8 y3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) IOd COMMONq,C(0.146" x 3") NAILS. OPTIONAL TIE PLATE ON NARROW FACE OR 10d COMMON 0.148" x 3") NAIL IN WIDE FACE. CROSS SECTION DETAIL 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500# 1) 2x8 2000# 2) 2x6 3000# 2) 2x8 3500# 11 MEMBER 1 MEMBER 2 2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"XI.375" NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90• AND ATTACH BLOCKS CONNECTION ATTO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O C. FIGURE 4: CHORD TRULOX PLATE CONNECTION CONCENTRATED LOAD MUST BE APPLIED TO THIS FACE. NAIL PLATE IS TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS 5.5" SUPPORTING THE CONCENTRATED LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. BEND NAIL PLATE OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECIFIEI 6X18 TRULOX PLATE BENT AS SHOWN. 2X6 OR 2X8 y3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) IOd COMMON (0.148" x 3") NAILS I&I R / PLACES DRAWINGS 1,070,976 798517 T620,124 & T615,489 WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED may` CIF/ '••• LL PSF REF SY42 CONNECTION BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ter `1 q .• G •.• IN,- DL PSF DATE 06/25/99 S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING Bj TL PSF DRWG CNSY42PLO699 ROOF TRUSS dIVIBtON IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS No. 42704 ENG MLH/KAR2722SOUTHAPOPKABLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH B C IL PSF APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE S OT= LD. PSF407.299 1522. AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF s ', STATE 0 F FAX: 407.299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ONTHISDESIGN, POSITION CONNECTORS PER p Z ••. FAC. 1.00 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 0,,••,• o •:` ACING GERTIfluYEOFAUTHORrzwnONA92101PERANYTHETHISBUILDINGDESIGNER,FORTIONI 2.THE OFUSEANSITPI( 1 1995 ULARBUILDINGRESPONSIBILITYAND0V0.1 fi . 13 TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: BEAZER Job Identification: 000720134 Address 1 CALABRIA COVE - OPT. LANAI Address 2 LOT 22 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001 ANSI/TPI 1 Design Loads Roof: 37 PSF Floor: — Wind: 100 MPH SBC Engineer of Record Or Building Designer: HURRICANE ENGINEERING Alpine Engineered Products Design Software SMY'TH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAX: 407-299-9153 Seal Date: 30-Aug-02 Truss Engineer: William M. Ranieri FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only If depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: 2 Plus Standard Details and Placement Plan Truss ID: R7 R2 Professional Engineering Certificate of Authorization 09218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 1' 4 101011 N w IN 13' 01f 101411 pN M. RqN" FIC;q NO.42704 STATE OF ; C O T ,•`N ` I • •' • ...... • • _` aa The Truss En eeels seat, when applied canfmns theplacementofthe truss framingas A relates to the buss designs spedfic for this sVuaturl. The Inns framaq is based upon the review of titans, dr"sand specifications provided by the build'mq design prolessional. S N A The lKrAdNrq design prolessional has final approval of the Wes framiiq andlor InfssplacementpleaThe .0fess of the temporary and permanent s frang, Rre dfaph , system, shear asps snd sleWurot etememsto rcsisi Ialerslloads from wind ardlor seismic adrvity is William M. Ranieri PE are re po" ofthe buildmmqq desyynnprolesslonal. AddAional apppprroval bTare Mradmq design professronal shad include, butnol be IimAed lo, design badinq, brrgtha, profiles, FL Lie. No. 42764 pitches anddepaq. 6.0 4 3116" raarawfa IT vi arreaew.u., SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL. 32703 407) 2" -1522 FAX (407) 299 - 9153 EnginearkV Certificate of Atdfwrizalion 9 9218 NOTES: 1 nalM.Aaf.a •fa.oaiaiin'ro DETAILS: rote ferw rfcv i,n.ew. wfa af..n.wm...e mea.,ws•pa refs w f+a.fe.ea anw os ror re wa*w.aoreaefm 21 arrwmnfaww+wiwfaurfa+nrn r.•e.q wsrwmnlfl8.02R0 prepfOwLL[v vlla EiFlf MMrE.••rf w.?aNOa•ffteara LLr[f Mw0'.MgWly rfar40A1U1L0 4) Mtff4f LdafWfgvlra A. M1B26 OR TH026 y- HHUS26-2 OR THO162 IP - HHUS26-2 OR THO26-2 0 - NWS46 OR THD/a rD - HO11S163 OR THOH16-2 a . HGUS26-2 OR THOH2a.2 s. HGU5263 OR roH26-7 S"216 OR SKH210UR OJ - HG11546 OR THON46 t& . THA422 OR MSM422 9. Illre. TNAU21 mir..410 OR OR AIBH421 1nT41aw -.01 BEAZER HOMES FR-43 ALL ELEV I OPTIONAL LANAI S:V.bs00t00072004100072ab4.VC0 7/1e/Z002 00072064--FP-43 - R2) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI4TTED BY 9RUSS MFR. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. NFel ® 6 F 6 W5X4 = 10-8-0 W2X4(A1) s W2X4(Al) 100 L6-6-0 -e 6-6-0 - e 13-0-0 Over 2 Supports R=539 U=270 W=3.5" R=539 U=270 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 1 3 OTY:4 FL 1 R Scale 375" Ft. WARNING`• TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO MIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP( (TRUSS PLATE INSTITUTE. 563 0' 9OFRIO DR.. SUITE 200. MAD 150 R. WI 577i9). 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. p- 4•Q,/. GA•tIFI ••. , GV % Tl. T C L L DL 2 0. 7 .0 D P S F P S F R E F R 3 5 2-- 3 9 1 6 SMYTH LUMBER CO. DATE 0 5 / 3 1 0 2 DRW SLTUSR352 02151426ROOFTRUSSDMSION 2722 SOlrnt APOPKA BLVD. APOPKA.FL 32703 407-29 1 $22 FAX: 407-2999153 IMPORTANT'` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE. FOR ANY DEVIATION FRO THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WfTH TP[: OR FABRICATING. HANDLING, $HIPPING. ENSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN PECIFICAT ION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NAOE OF 20GAEA S TM A653 SE40 GAL Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLSS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER AAN, 1 Na.427{I'7' ' 7N : * *' t : S STATE OF i tiO R,O• oLTC p! BC T 0 T DL LL L D . 1.0.0 0.0 37 .0 PSF PSF PSF SLT-ENG WMR S E 0 N - 160683 D U R F A C . 1 .2 5 FROM MPROFESSIONALENGINEERING CERRFICATE OF AUTHORIZATION#9218 DRAWING$ 160 A-Z. THE SEAL ON THIS ORkWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILI7Y SOLELY FOR THE TRUSS COHPOMENT DESIGN SNOWN. THE $U11ABIliTY AND USE OF THIS COMPONENTANY NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Af` E May 31 SPACING 24.0" UUU/LU154--YY-43 - ICI TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Inia VNV rRLrMRLV —Vrl l.Vl—VILn lil—I LLVnuJ a UlI'IL nJIvnJ) J — 1— — 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. GABLE END SUPPORTS 8" MAX RAKE OVERHANG., SEE DWGS S10015EN0699 & GBLLETiN1001 FOR MORE REOUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X4 JW2X4 E W2X4 H 6i— 6 W5X4 M = In W2X4W2X43 L_ 10- 8-0 W2X4( A1) - W2X4(Al) 1 0 O 1Oa 6- 6-0 6-6 13- 0-0 Over 2 Supports — R= 539 U=270 W=8' R=404 PLF U=203 PLF W=1-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 375" Ft. WARNING'• TRUSSES REOUiRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANO BRACING. REFER TO RIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I NSTITVTE. 583 D'ONOFRIO OR., SUITE 200, MAOISON, NI 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 DES16N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE€REDi PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AMY DEVIATION FROM iHi3 DESIGN: ANY FAILURE TO A y 4Q pZIF1., 3j' '•:C wrN0. 42704 1 T C T C BC L L D L DL 20 . 0 7. 0 10. 0 P S f P S f PSF R E F R 3 5 2 - 3 9 1 7 DATE 0 5/ 3 1/ O Z SMYTH LUMBER CO. ROOF TRUSSDrvtStoN DRW SLTUSR352 02151427 SLT- ENG WMR A 2722Solm(APOPKA BLVD. APOPKA, FL 32703 407. 299-1 522 FAX: 407-29"153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. 111STAlLiNG 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 206A ASTH A6S3 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Ty STATE OF I yy0 Rom. aaYYYYAA ` BC T 0 T LL L D . 0. 0 37. 0 PSF P S F S E 0 N 160687 OUR F A C . 1 . 2 5 FROM M Pnrons1oNALEHGnvEERONGORAWIN6S160A-2. iME SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONE Ni DESIGN SHOWN. THE SUITABILITY AND USE OF TNIS at "' SPACING 24.0" CERTwicATEOFAUTHORIZATICN #921e COMPONENT 1FORANY S[CTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 31 '02 Herx & Associates Inc. L a n d S u r v e y i n g 455 Douglas Avenue Suite 1455, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 54°18'53" 10.00' 9.48' 5.13' 9.13' S 63°09'45-W C 2 43°50'45" 50.00' 38.26' 20.12' 37.34' S 57°55'41-W KAYWOOD REPLAT (P.8. 30 PAGES 27 d 28) LI LINE BEARING L 1 5 89°54'57'E L 2 N 89°40'49"W LOT 23 DISTANCE 60, 00 ' 20.35' N Z N LOT 22 B" GRADING 6.714 SO. FT. V% VNNOIn tn o LANAI vc Ayo 40.0' ko ncAic c)m o min LOT 21 FP-43 N nvnv NENBROOK m itc ONE STORY RESIDENCE d p FIN. FL. EL'56.9 . rn z-n y A Q O Q 48:0 W 0 w cN 14,0' " 20.0' I D.0 W SLAB ELEVATIONFLOOR ST BE 16" ABOVE CHOWN OF ADJACE'1\ff ROPED UNLESS OTHERW1--S*',,E APPROVED o L2 G o L, IN C/L EL:54.2_ 25.00' REFERENCED BEARING S 89° 40 ' 49 "E 885. 37 ' _ _ 69. og , _ P.C.P. 954. 46' TOTAL ' CIL CALABR IA SPRINGS COVE 50 ' R/W) TRACT F CITY OF SANFORD PRIVATE ROAD & UTILITY EASEMENT LEGAL DESCRPTION: Lot 22. " CALABRIA COVE " according to the Plot thereof as recorded in Plat Book 60. of pages 6 - 1 0 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone W. according to the Flood Insurance Rote Mop Community Pale/ Number 120289 0040E.Dated 04/17/95. L P.C.P. SETBACKS: SITE DATA Front 25' Rear 20* _W_ERWO_US SO. FT. -295% Side 75 ' Corner 25' LOT S0. FT. IMPERVIOUS AREA-2.565S0.FT. Note: Bearings shown hereon are referenced to the C/L of CALABRfA SPRtYGS COVE as being N 89°40'49 W Vertical datum is based on NGVD per Engineering construction plans by Burkett Engineering, hc. Project No. 9709-3 1. LegendGeneralNotes: Proposeddatum) Temporary Benchmark O/S O Re Offset Official Records BookOffiPla1. This is a BOUNDARY Survey performed in the field on p assumed PB Book 2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PC Pant of Curvature subsurfac&/ erial encroachments, if any, were located. C/L Centerline PCC. Point of Compound Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. A CALC Central or (Delta) Angle Calculated PCP. Permanent ControlPoint 4. Elevations shown hereon, if any, are assumed and were obtained from approved CB Chord Bearing PG. P. R Pepe Construction plans provided by the Client unless otherwise noted, and are shown CD Chord P. Permanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed C. M. Concrete Monument Pit P 0. B. Property Line Point of BeginningtemporaryBenchmarkshownhereon. P ry EL. or ELEV Elevation (Proposed) P O.C. Pant of Commencement 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P I Point of Intersedton Rights -of -way of record whether depicted or not on this document. No search of the FO. Fin. Fl. Elev. Found finished Floor Elevation PRC. Pant or Reverse Curvature Public Records has been made by this office. I P Iron Pipe PT Point of Tangency9y 6. The legal description shown hereon is as furnished by client. I R Iron Rod R Radius 7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length PAD RES. Radial Line Residence Denotes 34" iron rod with yellow plastic col marked LB4937 or LS3182, orYPP LB Licensed Business RAN Right -of -Way W iron rod with red plastic cap marked `Witness Corner", unless otherwise noted. LS. Land Surveyor TBM Temporary Benchmark O Denotes P.C.P. (Perr+lart&nt ccntrral poinQ MeeN/ D(N&O) d rMeasuredNail and Disk TYP. Typical 0 Denotes Permanent Referetlre Monument N.R. Not Radial p_,r/_ Fence symbol (see drawing) X— X- Fence symbol (see drawing) Certification: Not valid without the slgnarure and the original raised sealof a Florida licensed Surveyor and Mapper This meets file requirements of 6 rioa Minimum Technical ds as contained in (fir\\.hryapl\?w 617-6 Ft ide Administrative Code. A Dsrse L Przemieniecki, P. S. M. Registered S eyor and Mapper No. 6030 William R. Hers, P.S.M. Registered Surveyor Oct Mapper No. 6092 Herz 6 Associates Inc., State of FloridaLB 4937 Sketch of Lego/ Description This is not o Survey Drown by: Be Checked by: DP Prepared For: BEAZER Job Number: 01-005-02 Scale : 1-- 30' Plot pion performed: 08-28-02 Foundation Survey: Finol Survey: Revisions .