The URL can be used to link to this page

Home My WebLink About121 Calabria Springs Cove - BR03-000594 - SFH (A)PERMIT ADDRESS CONTRACTOR ADDRESS PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR D Y 41 MECHANICAL CONTRACTOR -a-, c- PLUMBING CONTRACTOR 0-110" IiW'7I"fM PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION 0A4NoQc, Q 00it PERMIT #%54-DATE PERMIT DESCRIPTION few 00 PERMIT VALUATION ,` _CCAh SQUARE FOOTAGE CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 121 CALABRIA SPRINGS COVE » for which permit 03-00000594 has heretofore been issued on 12/10/02 has been completed according to plans and specifications filed in the office of the Buildi Official prior to the issuance of said building permit, to wit as (- r,v complies with all the building, plumbing, ele trical, oning and 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: FIRE: Finaled '> ' J 'S (: !', Inspected ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: Drainage "z, Maintenance Bond PUBLIC WORKS: Street L-c 1if Sewer Lines In Sewer Tap Street Paved Name Street Signs `>`i ,. > , w Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE FEES PAID DATE APPROVAL DATE AMOUNT 12/17/02 12/10/02 1/13/03 12/18/02 12/10/02 12/10/02 12/10/02 12/10/02 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 121 CALABRIA SPRINGS COVE for which permit 03-00000594 has heretofore been issued on 12/10/02 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-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 12/10/02 91.93 12/10/02 13.20 12/10/02 847.00 12/10/02 13.20 12/10/02 1384.00 12/10/02 650.00 12/10/02 1700.00 OWN991I -mot ' BUILDING OFFICIAL A'T'E M r Fema Rec'd Slab Rec'd Inspector App'd REQUEST -FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE"" DATE 1 1114 601 PERMIT # 3 • q ADDRESS • 1 i SUBDIVISION CONTRACTOR— &,a i The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your 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 if approval is conditional) F e m a P.eSlabpec" Inspector REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE"""" DATE 3 44 '01 PERMIT # V ,; • s4 4j_ ADDRESS Am 4te • QU SUBDIVISION CjQjw'%7d CONTRACTOR &0 7 1" - I I'% The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your 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 f 7/1-2 Utilities Conditions: !o be corrp:eted only if app(cvaI is conddtionaI) inspector- App INSPEC*T!ONULI- PARIM t U P A N C•Y T, SING" E,, M I. i+ ceDDRESS U F CTOR L c 0 N T RA ue ,t fcofi,-il in,5p(,-,ctic)rt and a CL 18 d -ab iOf , e..., VVe\A buld a forthpp,repiate Specti nvfthe site. by Approval by7y6i`.Ur;departmbnt esidt ih.a arltifa have. ah- y is§ues that the c:,tractol- will need, ,o c r f C. C, MI 0cclc iirc!r al r err t _ ti-rich,ed to,flie C.O. 1(2 EiPub. % LC ccrl," z i D S, s F e m a Rec' Slab Rec' ---- Inspector ^ REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE—* DATE It 614 1043 3 01 #4 CONTRACTOR fk 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 if approval is conditional) LMBJC0401 CITY OF SANFORD Address Misc..Infopnation Maintenance 3/20/03 09:02:46 Location ID . . . . . . . 229445 Parcel Number . . . . . . 33.19.30. - - Alternate location ID . . Location address . . . . . 121 CALABRIA SPRINGS COVE Primary related party BEAZER HOMES CORP Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC UT 3/4" WA METER SET FEE $190.00 122002 2.00 CSVC UT PD 12-10-02 REC#5496 ***LOT 27 *** 122002 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 LMBC0401 CITY OF SANFORD Address Misc.,Information Maintenance 3/20/03 09:03:21 Location ID . . . . . . . 2442$5 Parcel Number . . . . . . Alternate location ID . . Location address . . . . . 121 CALABRIA SPRINGS COVE Primary related party . . Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC UT 1" RC METER SET FEE $235.00 PD 120-10-02 122002 2.00 CSVC UT REC#5497 ***** LOT 27 **** 122002 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 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Read the instructions on paces 1- 7. SECTION A - PROPERTY OWNER INFORMATION I For Insurance Company Use: BUILDING OWNER'S NAME Noucy Numoer BEAZER HOMES, INC. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 121 CALABRIA SPRINGS COVE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 27, "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): or ##.#####°) NAD 1927 E NAD 1983 USGS Quad Map ® Other. RECORD PLAT SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1, NFIP COMMUNITY NAME & COMMUNITY NUMBER 62. COUNTY NAME B3. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA 134. MAP AND PANEL EIT FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 66. FIRM INDEX DATE EFFECTIVEIREASED DATE B8. FLOOD ZONE(S) Zone AO, use depth of floodi g) 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. El FIS Profile E FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: E 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 E No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' E Finished Construction A new Elevation Certificate will be required when construction of thebuilding iscomplete. C2. Building Diagram Number 1(Select the building diagram most similar to thebuilding for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, AR/AO Complete Items C3: a below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments _ Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes E No o a) Top of bottom floor (including basement or enclosure) 66. 0 ft.(m) o b) Top of next higher floor NA. _ft.(m)- o c) Bottom of lowest horizontal structural member (V zones only) NA. on o d) Attached garage (top of slab) 65. 7 ft.(m) E ' J o e) Lowest elevation of machinery and/or equipment •? servicing the building (Describe in a Comments area) 65.4 ft.(m) Uof) Lowest adjacent (finished) grade (LAG) 65.3 ft.(m) o g) Highest adjacent (finished) grade (HAG) 65.4 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) eyor 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, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME 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 n Altamonte Springs FL 32714 DATE TELEPHONE urn 3-17-03 407-788-8808 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. Forinsuranoe Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bidg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 121 CALABRIA SPRINGS COVE CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) thehighest adjacent grade. (Use natural grade, ff available). E5. For Zone AO only: If noflood depth number is available, is thetop of thebottom 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 property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowtedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE COMMENTS DATE TELEPHONE 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 Cwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in ZoneA (without a FEMA-issued orcommunity -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. 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 27 Calabria Cove 121 Calabria Springs Cove To Whom It May Concern, The finished floor elevation of the structure located at: 121 Calabria Springs Cove, Sanford, Florida Legal Description: Lot 27, "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. Darae L. Przemieniecki , P.S.M Associate Vice President DLP/bb Herx & Associates Inc. Land Surveying 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society dnd American Congress on Surveying and Mapping LINE BEARING L I N 89°54'57-W L 2 S 89°40'49-E P Map of Survey KAYWOOD REPLAT PLAT BOOK 30, PAGES 27 A 28 0.6i DISTANCE 60.00' 60.00' LOT 28 FO 5' 0/S V (n0 c ' O 00 L l 11-6- VINYL FENCE 0.4' 0 LOT 27 A• GRADING 9.188 SO. FT. 10 0 25.7 LANAI 0 14.3' MODEL FP-62 ELEV. D- W12' REAR EXT. ONE STORY RESIDENCE FIN. FL. ELEV.:66.0 0 0 e e Ln e 1. as.0. TYP101115.0• 0.0 Ln L0 N L cl 1.7' I.0' CIL CALABRIA SPRINGS 50' R/W) TRACT PRIVATE ROAD, d UTILITY CITY OF SANFORD ADDRESS: 121 CALABRIA SPRINGS COVE LEGAL DESCRIPTION Lot 27. • CALABRIA COVE - occordng to the plot thereof as recorded in Plot Book 60. at pages 8 - 10 of the Public Records of Se/lbnole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone •X-. according to the Flood Insurance Rote Map Community Panel Nixnber 120289 0040E.Doted 04/17/95. General Notes: j • 1. This is a BOUNDARY Survey performed in the field on I 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface aerial encroachments, if any, were located. 3. Building ties shown are fo 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 dishinces and directions are the same unless otherwise noted. Denotes %* Iron rod with yellow plastic cap marked L84937 or LS318Z or 34' iron rod with red plastic cap marked *Witness Corner" unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument FD 5' 0/S LOT 26 Ul N ti 01 369.09 _1__ COVE N 89°40'49 W r 954.46' P c PREFERENCEDBEARING t- EASEMENT SETBACKS: Front 25' Rear 45' Side 75 ' Corner 25' Note: Bearings shown hereon ore referenced to the C/L of CALABRIA SPRINGS 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. Legend ID Temporary Benchmark 0r5 Offset assumed datum) O.R B Official Records Book BOW Back of sidewalk PB Plat Book C/L Cenfedine PC Point of Curvature d Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated p C. P. Permanent Control Point CB Chord Bearing PG. P. R, M. Page Permanent Reference MonumentCoChordp/L Property LineC. M. Concrete Monument P.O. B. Point ofBeginningEL. or ELEV Elevation P.O.C. Pant of CommencementFINALEL. Elevation (Measured) P. 1 Point ofIntersectionFD, Fin.F1 Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature I.P. Iron Pipe PT Pant of Tangency I.R. Iron Rod R Radius L Arc Length RAD Radial tine LB Licensed Business RES. RIW Residence Rpht-of-WayLS. Mea Land Surveyor Measured TBM Temporary Benchmark N/D(NdD) Nail and Disk TYP. Typical N.R. Not Radial v v Fence symbol (see drawing) X—X- Fence symbol (see drawing) certification: Not valid without the signature and the original raised seal Drown by: 88ofaFloridalicensedSurveyorandMarCheckedby : DPThissurveymeetstherequiramefMinimumTechnical P r ap o r e d For : BEAZERderosascanfainedInchopiG17-6 f a Administrative C CERTIFIED TO: Job Number: 01-005-02 KIRK H. 6 KELLI P. FREIHEIT OVICKEN LOANS. ISAOA - Scott 1• 30* HOMEBUILDERS TITLE SERVICES. INC. Plot plan performed: 11-04-02vim' William . Herr, P.L.S. Florida Registered LarAourveyorft. 3182 LAWYERS TITLE INSURANCE CORPORATION Fence Location: 12-03-02 Darse L. Pfremienieckl. P.S.M. Registered yorand Mapper No. 6030 Fo u n do r i o n Surve y' Final Survey : 01 - 14 - 03 03 06 03WilliamR. Herx, P. S. M. Registered Surve d Mapper No. 6092 2003 RevisionsHerx6AssociatesInc., State ofFbdde LB 4937 MAR 10 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 121 CALABRIA SPRINGS COVE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 27, "CALABRIA COVE " PLAT BOOK 60, PAGES 8-10, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, eta Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: C1 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 BZ 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/REASED 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 source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. El FIS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 NAVD 19M Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings" Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram mostsimilar to the building forwhich this certificate is being completed - seepages 6 and 7. If nodiagram accurately represents the building, provide a sketch orphotograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section Dor Section G, as appropriate, to document the datum conversion. , Datum Same as BFE Conversion/Comments _ Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom f cor (inducfing basement or enclosure) 66. 0 fL(m) o b) Top of next higher floor NA. —ft.(m)- o c) Bottom oflowest horizontal structural member (V zones only) NA . -.A(m) 60 o d) Attached garage (top of slab) 65. 7 fL(m) o e) Lowest elevation of machinery andlor equipment 'U `° ND servicing the building (Describe in a Comments area) 65.4 ft.(m) ; o f) Lowest adjacent (finished) grade (LAG) 65.3 ft.(m) Z .2 o g) Highest adjacent (finished) grade (HAG) 65.4 ft m) o h) No. of permanent openings (flood vents) W hdn 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, B, and Con this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME Darae L Proemdeniecci LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE 7JP CODE 769 Douglas Avenue Altamonte Springs FL 32714 h DATE TELEPHONE Ql I-M tA/h t 4 / 3-17-03 407-788MW 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 (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO, Policy Number 121 CALABRIA SPRINGS COVE 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 agenticompany, 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), oomplete Items E1 through E4. Ifthe 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 forwhich 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 adacent 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 aocordance with the community's floodplain management ordinance? Yes [] No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.ionly), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are owed to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G ofthis Elevation Certificate. Complete the applicable itern(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation. information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued orcommunity -issued BFE) or Zone AO. G3, The fallowing information (Items G4-G) is provided for community floodplain management purposes. 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 27 Calabria Cove 121 Calabria Springs Cove To Whom It May Concern, The finished floor elevation of the structure located at: 121 Calabria Springs Cove, Sanford, Florida Legal Description: Lot 27, "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. L,l/Yl Darae L. Przemieniecki , P.S.M o Associate Vice President DLP/bb CITY OF SANFORD MECHANICAL PERMIT APPLICATION Permit Number: (J 41 Date: t 0, The undersigned hereby applies for a permit to install the following equipment: Owners Name: Address of Job: Mechanical Con Residentia, iwn-Mesluemiai State License Number 9 CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: % Date: / 2 , The undersigned hereby applies for a permit to install the following electrical: Owner's Name: + Address of Job: Electrical Contractor: Residential: &.--' Non -Residential: STG fits / zip G . se, By Signing this application I am slating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature State License Number CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number. -5-Y 0Date: _Lcr^ 1 % The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: Address of Job: I a Plumbing Contractor: Residential: 14 1 t Non -Residential: Number I Amount Addition, Alteration, Repair(Residential & Non -Residential) New Residential: One Water Closet Additional Water Closet a Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Plumbing Code. Applica Sig to ucu3_71 3L State License Number CITY Of SANFORD ENGINEERING PERMIT fie, PERMIT No — 4 llns permit shall autlrorite work to be done in tine City of Sanford based on (lie approved construction plans andlieinformationprovidedbelow: Right -of Way Utilization .................. Applicant Name Address:yr Project Location or Address. Titic of Approved Oovelopment flans: Schedule of Work: from To Driveway........... P Ze rnes firm: Plionc:3 q_ y(Oay) (NighO am Approval Date: Erncrgcncylicpairs....... Prol)osed Activity: Driveway Installation....... Aerial Utilities ....... Underground Utilities ....... Core and Jack ....... Op Cutting of Roadway ....... Sidewalk Installation ....... Other ....... Specific Description: 4 EAcavation Information: Total Length (F-T) Number of Open Roadway Cuts Aerial Information: Length (FT) Number of Poles (Cxisting) (New) It is understood and agreed that (lie tights and privileges herein set out are granted only to the extent of the CityofSanford's jurisdiction and the right, title, or interest in the land to be entered end -used by the permitter. Thepermitteeshallatalltimesassureallrisksofandindemnity, defend, save harmless (lie City of Sanford from andagainstallloss, cost, damage, or expense arising in any manner on account of the permit request by said permitteeoftheforesaidtightsandprivileges. In the event of any future construction of roadways, utilities, stormwater facililies,or any general maintenanceactivitiesby (Ile City becomes in conflict with the above permitted activity, the permittee shall removo and/or relocate as necessary at no cost to the City of Sanford, insofar as such facilities are within the public riglrt•of- way. 'CALL THE PUBLIC WORKS DEPT. AT 330.5681 TO SCHEDULE A PRE -POUR INSPECTION Al'f'LICANT SIGNATURE OATS Reviewed Public Works.---.--,— Date Ulilitics.._..._._..--_.-.___-.__ Date - - APf'R040 I:ngincrrinr! __- U;t' Ill ITY OF SANFORD PERMIT APPLICATION Permit No.: r . - Date: Job Address: 1 \ 0__ 1 r '` D r ram•- -, n Permit Type: V Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: SF R Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration _Change of Service _Temporary Pole +New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: Residential Commercial _ Industrial Total Sq Ftg: Value of Work: $ 1 $' C` • Type ofConstruction: SF C NiU Flood Zooe: Number of Stories: Number of Dwelling Units: a Parcel No.: aja _ \q _ 5Cp __ L_i _ p p p C) (D (Attach Proof of Ownership & Legal Description) o Owner/AddresslPhone:jenzoY,-Nes Q oY- Lyc -a • an 0 - 41 \ A Contractor/Address/Phone: YYb.,rca7`S o.H rS .\S 1.1. W s r,-ram r'.,fe, Y 1-.rn,r.,c, ems? c'• ns,,_ l r 3`a l} - 339 - 1 \ 1 State License Number: ContactPerson: Phone & Fax Number: _ 0Na!1 _ o- 8110 ^ •, 01 - 90s--1$1Aa Title Holder (If other than Owner): N A Address: N 1 A Bonding Company: K) Q Address: Mortgage Lender:_ j, / ' Address: Architect/ Engineer Ut., P i ,-x, ti i <Q PhoneNo.: V\6 ( ?S n3 41 Address: ! a Al. :S f 4 Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of apermit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of thispermit, there may be additional restrictions applicable to this property that may be foundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permitis verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature Own gent Date Signatur f Con actor¢rcg Date Print / is N _ Print or gent's Name Si otary-State of Florida Date Si of Notary -State of Florida Date Owner/ A,&W is ersonally Known to Me or Contractor/Agent is L-Personally Known to Me or Produced ID Produce -&ID APPLICATION APPROVED BY: - - _ Date: ,bC c - C 2- Special Conditions: ,i LIMITED POWER OF ATTORNEY DATE: } _ L -- . 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: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION: ADDRESS: M Y- , AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARCUS L. WATTERS, JR. NAME OF CONTRACTOR.) SIGNATURE OF CO CTOR. STATE CERT. # CBC 053044 CONTRACTOR'S STATE REGISTRATION NUMBER ) The foregoing instrument was acknowledged before me this DATE: 11 _ I q Od BY: MARCUS L. WATTERS, JR. Who is personally known to me and did not take an oath. STATE OF FLORIDA D.& CIARK71030099II oum I.D. NOTARY SEAL. LINE L I L 2 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 andAmerican Congress on Surveying and Mapping BEARING N 89°54'57-W S 89°40'49-E Map of Survey KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 A 28 DISTANCE 60.00' 60.00' LOT 28 FINISHED FL(JUH CL-EVAI ONS' Must meet city codes for finished floor / slab elevations or provide elevations approved by city engineering dept, for subdivision elevations to prevent flooding LI 0 N VtiLOT27 O A' GRADING O c 0 9.188 50. FT, oo 10.0 25.7' tp a n rri m LANA 1 tom a 10. m 0 m o m N 14. 3' N w mm Tm i MODEL FP•62 Rl m z ELEV. 'D' W12' REAR EXT. ONE STORY RESIDENCE FIN. FL. ELEV.:66.0 O N N U 4o'w 66'D 5.0'. 1.0' 0 o TYP.) 10. 15.0' 0 20.010.0 Ln N1 L O 0N 585. 37 c . C.P. CIL CALABRIA SPRING 50' R/W) TRACT PRIVATE ROAD. Q UTILITY CITY OF SANFORD ADDRESS: 121 CALABRIA SPRINGS COVE LEGAL DESCRPTION.' Lot 27. - CALABRIA COVE - occord6lg to the t thereof as recorded in Plat Book 60. at pages 8 - 1 of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X according to the Flood insurance Rote Map Community Panel Naober 120289004OE. Dated 04117195. General Notes: 1. This is a BOUNDARY Survey performed in the field on Proposed 2. No aerial, surface or subsurface utilityinstallations, 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 X* Iron rod with yellow plastic cap marked LB4937 or LS318Z or 35' Iron rod with red plastic cap marked 'Witness Comer, unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument L2 LOT 26 369.09 S - -,Z-% - - - - COVE N 89°40'49'W 954.46' P_o F REFERENCED BEARING EASEMENT SETBACKS: Front 25' Rear 45' Side 7. 5 ' Corner 25' Note: Beorings shown hereon are referenced to the C/L of CALABRIA SPRNGS COVE as being N 89° 40' 49-W. Vertical datum is based on NGVD per Engmeerng construction plans by Burkett Engineering. hc. Project No. 9709-3 1 Legend Temporary Benchmark O/3 Onset assumed datum) O.R.B. Official Records Book BOW Back of sidewalk PB P/ef Book C4 Centerkne PC Point of Curvature d Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated P.C.P. Permanent Control Point Ce Chord Beating PG. Page CO Chord P.R. M. Permanent ROlcrane Monument C M. Concrete Monument PA. P.O. B. Property Line Pant of Beginning ELorELEVFINALEL. Elevation (Proposed) Elevation (Measured) P.O. C. Point of Commencement FD Found R 1. Pant of Intersection Fin F/ Elev. Finished Floor Elevation PRC. Point of Reverse Curvature l P Iron Pipe PT Pant of Tangency I R. Iron Rod R Radius L Arc Length RAO Radial une LB Licensed Business REV. Residence LS. Me* Land Surveyor Measured TB TBM TemporaryBTypical BenchmarkN/D( N6D) N.R. Ned and Disk Not Radial TYP r ^ ram Typical Fence symbol ( see drawing) X—X• Fence symbol (see drawing) Certification: Not valid without "as nature and theoriginalraised seat of a Florida licensed k a ranThis survey meetsthertoftheF ' aMinimum Technical fen sasnfsineC I 1G17 Florida Administrative Code. Sketch of Lego/ Description This is not a Survey Daree L. Prtemisniecki, P.S. M. Registe rveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Surva and Mapper No. 6092 He. 6 Associates Inc., State of Florida LB 4937 Checked 6r: DP Prepared For: BEAZER Job Number: 01-005-02 Scale r 1'• 30' Plot plop performed: 11-04.02 Fence Loeolion: Foundation Survey: Final Survey: Revisions . EGEND 5l'MBOL I DE5CRIP7101 CM MAU r NJ 5 ROD FROM FOOTMG 18 TO TIE BEAM 1a FRAr E WOLL 2+ INTERIOR BEARING FRAYf MALL PLANT SHELF A' 2'-4A F. ('U.N.C.! J' ExTER)OR r'A.L5 ARE DE515NEC FOR SHEAR RE5157AWE ALL INTERIOR BEARING 2+ FRAME ii4L SPAS 16' G.G. (!NUJ 2. ALL ,N'ER!OR NUN -LOAD BEARING 2= FRAME WALL ST'YJS 24' OL. ONO) F. INTERIOR ELEVATION DETAILS eLEVAT! O.NNO. OVER SHEET WU eER) DEADER S ED! ILE TEE AOER NO. DESCRIPTION OLSLE 2ni2 w/ 1.2' FLIT(-H PLATE a)R-I ZED.d IOd 112" D.C. TIND RC*,S 5TAGSERED DDL6LE 2,10 . 12' FLITCH PLATE NAILED nr IOo 112" D.C. TYO ROrb 5TA55ERED DOBLE 2,2 w! 1,7 FLITCH FLATS NAILED r,/ 100 9 a' O.C. TNO RO YtS 57ASOEREP DOUBLE 2+b H/ 1/2' FLITCH RATE NAI EO W IOd s 12' OC. THO ROr6 STAGGERED PRE- CA5T LINTEL rV 45 DIA. BARR5,' L - N0 (LETTER) 5EE LINTEL 5CHEDV E •(C-L5') RECE55EC PRE -CAST LINTEL vV $5 DIA. BAR(5) M - . ( LETTER( NOSEE LINTEL SCHEDULE "CD-L5•) I I NDOIN SCHEDULE MA50NRY ( ON5TRUGTION ALL SIZE KWOH SIZE CALL SIZE WINDon 51ZE SH 12 19 Ilb"+26' SH 29 Bl".SD 5/B" Sn 3 19 I/D'x3B 3!D' SH 24 511a50 5/D• SH I4 9/B'a50 5'B' SH 24 • 5 E 311+55 5!P' 5H . • 5 Iq I/B',55 5!B' SH 25 E SI'N65' y 15 Iq 8"+63' 5H 2b E 31'02• L' D• C72' 5H 21 E 37•.64- SH : l I9 IIB"nB4" SH 4b.26 4P'+26' 5, 1 H2 2a 12 +26' SH 4b." 4L) zt 316' 5.. n'S262'x5P 3/D' 5H 48+50 52' 5H I H4 26 1,7,50 51b' SH QN55 E 4b'n55 5/_- 5H H4 . 5 26 12'. !,5 5/B' 5H 48.ab3 E 46's63- 5H I H5 26 G2>.63• 5H 42'+12 E 4e'x12' 5H ! Hb 2b 1,2'z72' 5H 46,b4 E 45'.IW H ; . f 26 !/2•a64' 5H 32 53 VB'a2tr" 5H 3012b 30 .2"x2a' SH 55 55 vb'0b 5D' e. 3O.c3D 30 112"'36 5/B' 5H 34 E 5 va".50 SiB" 5H 30,50 30 12',50 5/D- SH 34 . 5 E 53 I/b"x55 5!B' 5w 3065 50 12•x55 5/b' SH 35 E 55 I!b•+63" SM. 3G 65 E 50 V2'a63' 51,361 53 1/v"12' E 30 I'702' SH 31 E 53 JB'x84' Sw 3ri:D: E 5C 42'Ne4- Y 22 31'c2'b' E = INDIGATE5 HRCD THAT r-EETE6US5 REM-REMNE75ALL / ts,"iD0'RNROJ641 OPENING SHALL 5E VERIF!EO BY (4INDOW CONTRACTOR PRIOR TO CONSTRUCTION. 2 SUB-CON7RACTOR6 SHALL VERIFY ALL WNDOW Z;> Is. OPENINGS KITO GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF rvORK. NC, MINAL CALL GZE - DOORS: 5!NS-E. CO-6LE, AN. 5LIDINS NODTw _ FEET HE!54T - FEET Nxx, x UiIDTn - IW'HES rE15HT - ;NCHES ham'% A_ L :NTERICR DO.R HE15HTe, 6 -a' (VN.O ) 2 ALL DOOR R0:5H OPENIN55 SHALL BE VERIFIED BY DOOR CO: N7RALTOR PRIOR TO CONSTRUCTION. 5i ALL VER,-T ALL DOOR F` 7 C^ OPENNGS WITH GENiERAL CONTRACTOR PRIOR TO C OMMFNCEMENTOF "ORK. GENERAL NOTES L INTERIOR DIMEN51' ARE BASED FROM THE :YTER EDGE i THE FOUNDATION 5LAS 2 A— 5.1.' UNDER 5LPIP. AND FOOTI465 501ALL BE TREATE FOR ERM:_ n FINAL EKTERIOR TREATMENT OF &,'TUNS SHALL BE IN A.; CORDANCE FUTH THE FBC 2001 EDITION SECTION rbib, 10426, AIC I .42 421NE . A PERMANTskimOF THE TERWE TREATMENT AND 7HE PROVII," ER SMALL M PO5TED. 3. A" REINFORCIN;, STEEL LAPS SHALL BE 40 BAR DIAMETER MIN. CONCRETE FOR SLAB AND FOOTER5 SHALL HAVE A MIN. LOMPRESSIVE STRENGTH OF 2500 PSI AT 26 DAYS 5 CONCRETE i5ROLM FOR LINTEL5 AND FILLED CELL5 SMALL HAVE A +'Ih OMIPRES5IVE 57REN61H 3000 PSI AT 2,' DATE B. MOR7AR EMIALL BE TYPE S. REINFORCING 5TEEL SHALL BE "MN. OF GRADE 40. y u I L- D I./ • a YryPSF L• A C)552D t_250F'SFP5F L-623. 10 b' 6LA% eLOCX .251D PSF i540 P'iF sH25 b COAR5E5 / b EACH\ 2i5B F>f Q LANAI KrEE- NtALI i 44" L_4 rGi II 311 MASTERE3A3II 5ATH o a I; J"-T 4• GW P. I MA57ER L•a( c; I ,TAUT jl1,2 2p O 5` D 5d1I 10-41/ 2• b-4- a' :u EEaRUOM 4 a S 12- 4'-0 112' 3'-1 1/2" PANT F o_ 5RE AT 2b u ROOM WIG D FLAT 1 2k a, 3 1 " 2•-5 V2 C ® K 26 vrN L 4'-4" CLG. 1 BEvRUUM Al, BATH 2 B' PLAT ? c 4 5REAqtS< qq! F,A' 5IIton C KNEEKAUF AMED TO 34Ir2• AFF Oe HS ii 5q• Vt.L G ; UTILITY Id it B' FLAT EDRVUM d © <I iGHENIjFlie _ j L I r LL J D'-512' l 4'-OIi2' 3-b- O AIR A3 I HAWLER DINING i ARCH V ( 1 O q'. ID 12. S'•5 let' JOB LO'ATED '' I 22'n} 4• 1 I I F ATTIC STAIRS GARAGE n I JI l y FOYER P FLAT I I 10 FLAT II I I IM•b :L) i LIVING I vbr / ROOM 12" 510EL : i VVlT I ENTRY IC FLAT RYj. Q OHD S? 5H 25w , SH15 - HALF5TD STDNE- 1._q• 4.- D. 1.-D. I-4 !'-4 B O. D I.•4. 25'10 P5f . 241O P5F •254G PEi .2435 P5F •2200 o5F A io P5F • 269O Pf •2t C; PSF -2P.55 PSF L OG RIP j AN -Ib 00 -.F 5'ALE 1/ 4 - "-0' F fYr'zp, 0i' rWS q 42VmN'•L' O z xzo FUfo F l LNa z 0 WIrYyFWW_ Y YYQpi= Uf•- oar o L_s ICI t0 S H, i V CJ W ° 0 on V?Q N2uL`v V, v zr'; Z p cvaw N NF S U L Ili ill F FWIIIripItInK 1- I-a 1 u MG COWSITE Lx yTSOU, ARE FOCUTAI FIRST FLOCK 2C525f. SECOND FLOOR N/ A 5F TOTAL LIvlWs 052 & F. LANAI i45 5F. ENTRY 30 5 F 5ARA6E 415 5F. TOTAL UNDER ROOF 2640 &F. b h../ E rr L. L) L) C aHn bj: HLJ L u:k o y L F) Coll.`' I rJI UIIGG VRRICANsocet24 x36" FV' .G.A f ENGINEERINGSGDa „xYXF . AE FLYJFPLAN o.eo. rrs . a,r, W,F e/Rn,GO.h i,r nut ...+a+[rew. re• •vn r— I H K rr' dF oS BE;% DCJ D TC ME fig z; H H s 'DNDWtND 4D L IF »( c T C r Cr4.DH BDIi DINL CJ.DD _7 nu I Si low Info NN111=amIII md awmNNoano" mlwel Permit Number: Prepared By Amy Condon, BEAZER HOMES and 215 N. Westmonte Drive Return To: Altamonte Springs, FL 32714 NOTICE OF COMMENCEMENT. State of Florida County of Seminole MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04596 PG 1956 CLERK' S K 2002975747 RECORDED 11/15/2002 11:58:40 AM RECORDING FEES 6.00 RECORDED BY O Harford The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. l . Description of property: Lot Number Legal Description Calabria Cove, according to the plat thereof, as recorded in Plat Book 60 pages 8 - 10, of the public records of Semi le County, Florida. Street Address _ic_ 2. General description of improvements: New single family residence Owner Information: Name Beazer Homes Address 215 N. Westmonte Drive Altamonte Springs, FL 32714 Tel. Number 407-339-4114 4. Fee Simple TitleHolder: N/A Contractor: Name Marcus L. Watters, Jr. Address 215 N. Westmonte Drive Altamonte Springs, FL 32714 Tel. Number 407-339-4114 6. Surety: N/A 7. Lender: N/A 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in713. 13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. Date Signed: 1 \ t 1 Oz=-;fSignature of Owner's Agent, Amy Condon:. Sworn subscribed before me this 1dy of NpVC rti 200.ByAmy Condon, who is perso l own to me. Sig otary: Notary Seal: NOV 1V 152002 D. A CLARK PueiRc r My Com . W27/03 o. CC 850099 1 Known r iid tl s! COUIY'.y yt,? A Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL 4 ti9 e s i_ WooQ RIDGETRL ire. 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 32-19-30-5LY-0000-0270 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: BEAZER HOMES CORP Exemptions: Depreciated EXFT Value: $0 Address: 215 N WESTMONTE DR Land Value (Market): $27,700 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: 27,700 Subdivision Name: CALABRIA COVE Assessed Value (SOH): $27,700 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $27,700 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 586 2002 Taxable Value: $27,700 LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 27 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 fax Vrposes. http://www.scpafl.orglpls/weblre_web.seminole county_title?PARCEL=3219305LY000... 11/14/2002 TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: BEAZER Job Identification: 991112RE Address 1 CALABRIA COVE Address 2 LOT 27 Jurisdiction: CITY OF SANFORD General Buildina Desian Information Florida Building Code - 2001 ANS11TPl 1 Design Loads Roof: 37 PSF Floor: — Wend: 120 MPH ASCE 7-98 Engineer of Record Or Building Designer: HURRICANE Alpine Engineered Products Design Software SMYM LUMBER CO. ROOF TRUss DnnSION 2722 SOUTH APOPKA BLVD. APoPKA, FL 32703 407-299-1522 FAX: 407-299-9153 Seal Date: 04-Nov-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, Comer Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R17 R3 R2 R7 R4 R5 R6 R1 R9 R16 R18 R70 R11 R12 R13 R14 R15 R8 18 Plus Standard Details and Placement Plan Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers i2o 4 VVC 1 ) oLaS v/ RaFED rfELS 12' 6' Dex r 0. MOCK I/2' ON FRAA.E 'BALLS WYTH LUMDER GO. FOOF TRUSS DIVI510N 2722 5OLJTH APOPK4, BLV17' APOPKA,FL- 32703 407) 2qq - 1522 FAX (407) 2qg - g153 Engineering Gertificate of Authorization # g216 NOTES: n R K TFEMILDEZ1, RE5FON5EUTY TOV57YTnhSPLAU14NTn.AN AND TRUf PE5YN ORA~ A(AMfT FIELD CRmroN', AND IE-..VN INTENT. 6EFffBCE SECTION (&2D AN}/Tn I-M 5) AFROVED: WAE MIT) ___---_.-.-------- SKJED----------------.- DATE __---------- 21 Tn lES Ltr T NOT DE CUT OR ALTEREDNANYWAYTRFgfTMMAUTHDOZAnON Dy WYTH rmrj,9 CaWANY. 3) TRf1£S THAT ARE CUT OR ALTEROTITWLFTNjrHOiZATiCNTLL REDDEMrA Q REFL&W AT Ctr TA.ERS E nWt 4) DACKOW6E5 OF ANY KM ILL NOT DECOESOEREDwplaRTOMREVE'T AND TORTEN CONSBIT DY SLTYTH TOIFy (4WANY. PETAU5 1) REfff TOTE 9 FOR HAEDLN5, N%TALLATICN. AhD TENFORARY MAUL& RETEIT TO U<#405TO PRAW&I FOR IEDA ENT ORA" OEaVED 2) ALL THnSE5 4XkkVf, TRUSSE5CIDERVALLEYERAMW 14hT DE CZWLETELY DECR.P OR REM TO VALLEY Mf7, PETALS FOR ALTERNATE DRACfY REOMEdENTS 3) ALL VALLEYS TO DE CQWIENTOJ6LLYFR"CO DY CALM 4) Mt3JOR LOAF DEORrG TALLS UOK U CANT THYIG LICEfi OTKIC` MV KA -w m - HUS26 OR 1THD26 HHUS26.2 OR THD26-2 9. HHUS26.2 OR THD26-2 HHUS46 OR TFID40 9. HGU526.2 OR THOH26.2 O • HGUS26.2 OR THDH26-2 C$• HGUS263 OR THDH26J SLKMI0 OR SKFI21OLIR Q- HGU546 OR n*446 j0 . THA422 OR MS14422 0• THAC422 OR MSH4221F i"R. MUC410 OR MM101F p . THJA26 OR KIC26 I— 5T. AL6a THE D e 0 1 I V15-235 VOLLh\k 2' REAR EXT I yyJ.11LKt--JI AUVUJIIINt 8 & U - K1 IHIS UW6 PRLPARLU FRUM COMPUIER INVUI (LOADS & UIMM IONS) SUBM111EU BY IRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 74 PLF at -1.00 to 74 PLF at 8.58 BC From 4 PLF at -1.00 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.50 BC From 0 PLF at 7.50 to 0 PLF at 7.58 BC From 4 PLF at 7.58 to 4 PLF at 8.58 5X4= 9YA m 9YA NI 2X4 111 2.5X4 = 2.5X4 2X4 1I1 U.1-j j•1• I< 3-9-0 _1_ 3-9-0 I WE 7-6-0 Over 2 Supports—N. R-328 PLF U=158 PLF W=1-4-0 R=327 PLF U=158 PLF W=1-4-0 100 MPH WINO SBC or 120 MPH ASCE 7-98 (CAT II,EXP 8), 15.06 FT MEAN .0 HGT,ENCLOSEO BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. SEE OWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 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 AND BRACING. REFER TO N18-91 (HANOLING INSTALLING ANO BRACING).. PUBLISHED BY TPI (TRUSS PLATE 1 MSTI TUTS. SBO O'ONOFRIO DR.. SUITE 200. MAD ISO N. MI 5J 719), 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 FURN{SH A COPY OF THIS DES16N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RE SPON$IBtE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO$ (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AHER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A65J 6R40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q, Q IFIE l7 % A too. i No.42704 STATE OF VVV OR 11)s- TC T C BC B C T 0 T. L L D L DL L L L D. 20 7 10.0 0.0 37.0 0 0 P S F P S F PSF P S F P S F R E F R 3 5 2 - - 2 88 7 1 SMYTH LUMBER CO. RooFTRussDrvt5lorE 2722 SOIIFH APOPKA BLVD. APOPKA, FL 32703 407.299.1 522 FAX: 407-299,9153 DATE 08112102 DRW SLTUSR352 02224521 S L T - E N G WM R SE 0N 174836 DUR.FAC. 1.25PROFESSIONALENGINEERING CERTIFICATE OF AUTHOR17ATION #9216 DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING.Y• RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. Aug 12 'u SPACING SEE ABOVE y1111LKt JI. AUUUJIINt U & U - KL TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 intz, uNu rKcrAKcu rKvr1 L vnruicK Inrui LLVAva n vl riu.aIV—I JVVIu I— U. 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. 5X4= 6 r— —1 6 171 12-0-0 2 X 4 III 2X4(A11 _ 2 4(A11 11-0-011-0-01 L1-0-0 1.1-0-0 1_ 3-10-0 _I_ 3-10-0 _1 7-8-0 Over 2 Supports-11 R=342 U=200 W=4" R=342 U=200 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:2 FL 1 R Scale 375" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-9l (HANDLING INSTALLING ANO BRACING). PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO OR.• SUITE 100. MAO ISO-, WI 50719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. VNLESS OTHERWISE INOICATEO, TOP CHORD SMALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BVILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OESI6N CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAOE OF 10GA ASTH A653 GR40 GALY. STEEL. ETCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M. e IFIq . C j No.42704S71 1 1 - j 7C t STATE OF i•a S. O •O Tl, L L T C DI1. L BC DL B(, L L T 0 T . L D . 20 . 7 .0 10.0 0.0 37.0 O P S F PSF PSF P S F P S F RE F R 3 5 2-- 28 8 7 2 DATE p0O / 1 2 / 0 2 SMYTH LUMBER CO. ROOFTRussDmslON 2722 SOLTTH APOPKA BLVD. APOPWI FL 32703 7-2-T 522 FAX: 407-29"1 53 DRW SLTUSR352 02224522 S L T - E N G / WMR S EON - 163158 D U R . F AC . 1 .2 5 FROM MPROFESSIONALENGINEERINGDRAWINGSI60A-1. THE SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R E$PONSIB tLITV SOLELY FOR THE TRUSS COMPO ME XT DESIGN SHOWN. THE SVI TAB1L ITY AND USE OF THIS roNALE SPACING 24.0" CERTIFICATE of AuTmoEUzA-noN #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 1. Aug 12 77111LKC--31. AUUU3I IINt O & U - K3) TOP CHORD 2x4 SP #2 BOY CHORD 2x4 SP #2 WEBS 2x4 SP #3 Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.718' Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.718' i 0-8-3 3X4 % 3 X 4 --,- 5X4=— i 0-8-3 F 12 0 0 6X6(E1) 6X6(E1) 0.4-0 0.4.0xX 1— 3-2-0 _I_ 3-2-0 _1 6-4-0 Over 2 Supports R=234 U=180 W=4" R=234 U=180 W=4" I KIJ UNU FKtFAMtU hKUM LUMFUItK 1NFU1 (LUAU) & UIMGNJIUNJ) JUUMIIItU bT IKUJD Mvm. 100 MPH WINO SBC or 120 MPH ASCE 7-98 (CAT Ii,EXP 0), 15.00 FT MEAN, HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. A DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 375" Ft. WARRING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AMU BRACING), PUBLISHED BY TPI (TRUSS PLATE IMSTITUTE. $83 D'OMOFRIO DR., SUITE 200. MADISON, WI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•` FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUTTHE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S1F1.ry_wIi/_ j4 / J JI' N0.4YiOa 1 r jSTATEOF T C T C BC pBC L L D L DL LL 20.0 7.0 10.0 0.0Y PS F P S F PSF PSF R E F R 3 5 2-- 2 88 7 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLw. APOPKA.F- 32703 DATE 08112102 DRW SLTUSR352 02224523 SLT-ENG WMR 40407-2 1 - 91FAX407-2999153TRUSS. SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S. e' fJ4CFWA@ S IYALEV TOT L D. 3 7.0 P S F S E O N 16 3161 D U R F AC . 1.25 FROM MPROFESSIONALENGINEERING CERTIFICATE OF AUT71OREUATION #9218 DRAWINGS 160 A-2. THE SEAL ON THIS ORA4ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPOMENT DE51611 SHOWN. 7HE SUITABILITY ANO 05E OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF 7HE BUILDING DESIGNER, PER ANS1r TPI 1-1995 SECTION 2. Aug I2 '02 SPACING 24.0" y7111LKt--31. AULTUJI IIVt U 6 U - K4 1--.1— 1-111 -n 1 . CIIDYTTTCn DV TDIICC IXCD TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 100 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 DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4-- 6I— T 2-4-3 n rni n ri n-n r1_0E0UUU 8-0-0 2X4(A ) s X4 1 L.0 1— 4-0-0 I 15-4-0 _I 19-4-0 Over Continuous Support ' 1 R=77 PLF U=64 PLF W=19-4-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD) 0TY:1 FL 1 R Scale 375" Ft. YARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REf ER TO Hi9-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBJ D'ONOFRIO DR., SUITE 100. MADISON. WE 531191, FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE Rf SPONSIBLE FOR ANY DEY[ATfON FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS(S IR CONFORMANCE WITH TPI: OR FABR ICATiN4; HANDLING. SHIPP IM6. INSTALLING AND BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC fFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA AS TM A65J 6R10 GALV, STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO EACH ,ACE OF TRUSS, AND UNLESS OTH ER I SE LOCATED ON THI$ DESIGN, POSITION CONNECTORS PER R'' Tj(/ IFI a -•. 3{`%' 1 No.42704 : 71 STATE OF V c7•;c4O RipP,•.ci y N`PV T C L L T C D L BC OL BC LL TOT. LD. 20.0 7.0 10.0 0.0 37.0 P S F PSF PSF PSF PSF R E F R 3 5 2-- 288 7 4 DATE 08112102 SMYTH LUMBER CO. RooFTRU5SD1VIS10N 2722 SOlffFl APOPKA BLVD. APOPICA, FL 32703 4Q7-299.1522 FAx 407-299 9153 DRW SLTUSR352 02224524 SLT-ENG WMR )v SEON 163164 D U R . F A C . 1.25 FROM S D YPROFESSIONALENGINEERING DRAWINGS 1G0 A- I.THE SEAL ON THIS. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE. TRUSS COMPONENT DESIGN SHOWN. THE SUi TAB It ITY AND USE OF THIS L` UMN4 SPACING 24. 0CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 12 '0 2 ANSI/TPI 1-1995 SECTION Z. VY111LKt--JI. AUWU)IlNt U & U - K5 I HIS UWU PNLPANLU FROM LUMPUILK INPUI (LUAUS & UIMtNSIUNS) SUHMIIItU UY IKUSJ MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 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 OIL = 5.0 PSF. } 4X6= 2X4 M 3X6= 6 F- 3-4-3 8-0-0 5X4= 3X8= 2.5X4 (A1) : 2X4 II) 121 0 L 6-0-0 _I_ 13-8-0 I fE 19-8-0 Over 2 Supports R=799 U=380 W=8" R=714 U=330 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 D'ONOF0.10 OR., SUITE HER MAD ISON. NDIC TE TOPIC). FOR SH SAFETY PRACTICES PRIOR TOINSTITUTE. THESEPERFORMIN6THESf FUNC TONS. UNLESS OTHERWISE INDICATED. ATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED M Q_ gQW,V_itlFl .. T C T C L L D L 20 7 O O P S F P S F R E F R 3 5 2-- 2 88 7 5 DATE 08112102SMYTHLUMBERCO" STRUCTURAL PANELS. BOTTOM l - -7iG 1. ROOF TRUSS DIVISION CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNLSN h COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 0 i No. BC DL 10. D PSF DRW SLTUSR352 02224525 2722 SOUTH APOPKA BLT/D. ROOUCTS, 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 j 1 17C7fR SL T - E N G / WM RAPOPKA.FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN rSTATEOF B C L L 0.0 P S F 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY To jQ• l T 0 T L D 37.0 P S F S EON 163167FAx: 407-29"153 CONNECTORS EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 02 THIS DESIGN, POSITION CONNECTORS PER p prapP{.v' K•. w•' 0 DUR.FAC. 1.25 FROM MPROFESSIONALF.NGINEE(RTNG DRANIN6$ 160 A'2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING bjjrAkE CEFMFICATE OF AUTHORGEAT" A9218 RESPOMSI IITY SOLELY FOR THE TRUSS COMPONENT DES16M SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 12ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" kyyl>Lcnt--31. HUUU31IINt a 6L U no/ 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, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X40 2.5X4 = 3X4= 1 0-0 I 8-0-0 I 11-8-0 _I ME 19-8-0 Over 2 Support R=799 U=370 W=8" R=714 U=340 W=8" 4-4-3 8-0-0 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 HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBJ D'OROFRIO DR., SUITE 200. MAOISON, NI SJ 119). FOR SAFETY PRACTICES PRIOR TO IFIG; PERFORMING THESE FUNCTIONS. UNLf SS OIHERY(SE INDICATED. TOP CHORD SHALL HAVE PR OPERLV 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 PRDDUCTS, INC. SHALL N01 BE RESPONSIBLE FOR ANY DEYIATIOR FROM THIS DESIGN; ANY FAILURE TO BUILD THE TR U$$fS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTkLLIN6 AMO 8R AC InOF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA A$TM A6SJ GR/0 6ALV. STEEL. ETCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M R r !`, F No.42704 1 i i Q, STATE OF jQ; jJN S F V 0p10 / w.'•• T C T 1. BC IBC TOT. L L D L DL LL LD. 20 .0 7 - 10.0 0.0 37.0 P S F P S F PSF PSF PSF R E F R 3 5 7_ -- 2 88 7 6 DATE 08112102 SMYTH LUMBER CO. ROOFTRussD1V151oN 2722 50(TJFf APOPKA BLVD. APOPKA, FL 32703 407.2FL 1 522 FAx 407-2999153 DRW SLTUSR352 02224526 SLT-ENG WMR SEON - 163170 D U R F AC 1 . 2 5 FROM MPROFESSIONALENGINEERINGDRAWINGS160AZ. THE SEAL ON THISOKAYING INDICATES ACCEPTANCE OFPROFESSIONAL ENGINEERING RESP0 $ 1 (LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS A`E SPACING L ry4 0 CERTIFICATEOFAUTHORIZATION #9218 COMPOSSCOTFOR NSECTPARTICULAR BUILDING I$ THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER II AU g 1 2 7II IIeKt- - al . AUULIaI IINt 13 & U - K/) Inca URU VKtrAMtu rMVP1 LUPIrUItM IIYrUI LLVAUa a UIrjtjlaIVna] aVDISI I IEU 01 1MVJJ „ A. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 100 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. 1 SEE OWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4-- 6(— Td0_1`1 n—B n 2-4-3 8-0-0 2X4 (A ) m L. 4-0-0 _i_ 10-4-0 _I me 14-4-0 Over Continuous Support --ll R=78 PLF U=70 PLF W=14-4-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STO 0TY:1 FL 1 R Scale 375" Ft. WARNING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND REFERBRACING. RR TO HI6-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO OR., SUITE 200. HADISO N, VI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUMC T IONS. UNLESS OTHERWISE PODICA TEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED R a'tfFl••. I/t T C T C L L D L 2 0.0 7 P SF P SF R E F R 3 5 2-- 2 88 7 7 DATE p08 / 1 2 / 0 208112102SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIO CEILING, f4 i 0 DRW SLTUSR352 02224527TRu55DrvtsloNIMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i N0.42704 DL 10.0 PSFROOFPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO S * * S L T - E NG WM R2722SOUTHAPOPKABLvD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (N AT iOMAL DESIGN STATE OF pBCBC L L 0.0 P SF 407.299.1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S A FAx: 407-2999153 CONNECTORS ARE MADE OF 206k ASTH AG53 GR10 6ALY. STEEL. EICEPT AS MOiED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 4vAioP TOT.LD. 37.0 PSF SEON 1631.87 D U R F AC 1.25 FROM MPROFESSIONALENGINEERINGDRAWINGSIGOA,2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING pA~M`'••"•L"+ VNA` RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGH SHOWN. THE SUITABILITY ANO USE OF THIS CERTIFICATE OF AUTHORCEATTON#921e ANYNSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AUg 12 'OANSI/TPIT LFOR SPACING 24.0" 991112RE--ST. AUGUSTINE B & D - R8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND 1-/240 TOTAL LOAD. 4X6= 2X4III 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP 8), 15.00 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. 4X6= 6[1 ___j T3 T 5X14 = 3-4-3 3X4m j 3 2 X 4 III 8-0-0 2X4 (AD Too 0-30 6-0-0 _I_ 8-8-0 8-8-0 6-0-0 BP 14-11-0 Over 2 Supports R=609 U=300 W=8" R=534 U=250 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL 1 R Scale 375" Ft. WARNIMG— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M Re,_ T C L L. 20.0 P S F R E F R 3 5 2-- 288 7 8 INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON. NI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATYAfNEa STRUCTURAL PANELS, BOT TOH CNORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IHPORTA.NT•• 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 G'aAt J V 'Tr C rj 41S11I0.42704 T C B( D L DL 7.0 10.0 P S F PSF DATE 08 / 1 2 / 0 2 SMYTH LUMBER CO. ROOFTRu55D1vtsloN OR4i SLTUSR352 0222452$ S L T - E N G WM R2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407499 1 522 FAx: 407-299.9153 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 THETAMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONII TORS ARE MADE OF 20GA ASM A653 6R40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t STATE OF LQ"' t/'o0RtO.' Q Siy B C TOT L L L D . 0.0 37. 0 P S F P S F SE ON 174839 D U R F AC . 1.2 5 FROM MPROFESSIONALENGINEERINGDRAWINGS160A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RCS POHsi eftI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" CERTIFICATEOFAUTHOREZATIONA9218TFFORANYCOMPONENTSECTION CULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 12 'D yy111LKt--JI . AUUUJI lNt b & U - KY) I M 1 3 Unu VKEYAKcv rKVr LurlruIER Inrui µV— a Uu- 1—ay.. a av U..1..1_1 -.. 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, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X410 2.5X4 = 4-4-3 8-0-0 ioo 0-3-0 L 8-0-0 _I_ 6-8-0 8-8-08-8-0 6-0-0 Le 14-11-0 Over 2 Supports R=609 U=290 W=8" R=534 U=260 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STO 0TY:1 FL 1 R Scale 375" Ft. WARNING"` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING IMST ALLING AND BRAC INGj. PUBLISHED BY TPI (TRUSS PLATE 4 T C L L 20.0 P S f R E F R 3 5 2-- 2 88 79 INSTITUTE. 583 O'O NOFRIG OR., SUITE Z00. MAO ISON, vl SJ7191. FOR SAFETY PRhCi10ES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERVISEINDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAME LS, BOTTOM CH0R0 SHALL HAVE A PROPERLY ATTACHED Rl6ID CIE ILING. aa` tIFI("'•.7 J' ' Yr'; T C D L 7.0 PSF DATE gyp 08 / 1 2 / 0 2 08112102SMYTHLUMBERCO. DRW SLTUSR352 02224529 RooFTRU55DMSIONIMPORTANT•• FURNISH A COPY OF THIS OESE6N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES164; ANY FAILURE TO 1 Na"427{/7 I BC DL Y 10.0 PSF SLT- ENG WMR 2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407- 21J-1522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S PECIF ICATIOM PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION] AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A65J GR40 GALY, $TEFL. ETCEPi AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER j JN{ STATE OF JN . M Q Vwy14n1• Ayy"", BC LL TOT. LD. 0. 0 37. 0 PSF PSF SEON - 174842 D U R . F A C . 1.25 FROM M PROFESSIONALENGINEERINGRRAWINfi$ 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPiAMCE. OF PROFESSIOMAI ENGINEERING RESPO MSIOILITY SOLELY FOR iNE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS UAL fSPACING 24.0" CERTIFICATEOFAUTHORIZATIONA9218COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Aug 12 'Q VY111LKt--JI. AUGUJIIINt b & U - K1U TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X5= 1HLZ)uNU VKtFAKcu rKUM wrtruicM uvrui Lwnu a uu--. V—j - 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT 11,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WINO TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. SHIM ALL SUPPORTS TO SOLID BEARING. 2.5X4 = 2X4 III 5X5= 5X5= 2X4= 2X4,0 6 r 6 2.5X4= 3 5X5 = 2-0-0 1 8-0-0 5X8— 3X6(A1) 3X6(F1) 5X4= 2.5X4 = 1-0-0 20-7-0 11 ° ° I 10-0-0 _1_ 20-0-0 10-0-0 _I E 8-8-0 arc 11-9-0 I- 19-7-0 40-0-0 Over 3 Supports J R=806 U=420 W=8" R=1518 U=640 W=4" R=752 U=390 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 3 0TY:1 FL 1 R Scale 1875" Ft. YARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE UT M. T C L L 20.0 P S F R E F R 3 5 2-- 2888 0 IMST., 58J O'ONOFRfO DR., SUITE 200, MADISON. YI 53719). fOR SAFEiY PRACTICES Pp TOR TO ERFORM IN6 THESE FUNCTIONS. UNLESS 01HERWI SE INOICATEO. TOP CH0R0 SMALL HAYE PROPERLY ATTACHEDPE STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TN Ii OESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TP 1; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC IF(CATION PUBLISHED BY SHE AMERICAN FOREST AND PAPER ASSO(IATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTH A653 GR60 GALY. 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 OR AWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1F1 ''• / j N0"42704 f 7f : JyL STATE OF . JA s VVV R,Qs ' X"`•..«•.'•••• VVVs NatE` T C BC BC T 0 T D L DL LL L D . 7.0 10.0 0.0 37.0 P S F PSF PSF P S F DATE 081,12102SMYTHLUMBERCO. ROOF TRUSS DIVISION 2722 Soum APOPKA BLvD. APoPKA,FL 32703 407-299-1522 FAx: 407-299-9153 PROFESSIONAL ENGINEERING DRW SLTUSR352 0222453D SLT-ENG WMR S E 0 N 151621 , D U R . F AC . 1.25 FROM M SPACING 24.0" CERTIFICATE OF AOTHORT7ATTON #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION Z. Aug 12 yVlllZKt--J1. AUGUJIINt b At U - Kil I HLI , UNU HKtrAKtU rKUM LUMVUItK IRVVI LLVMUD N ULMCnJIV" 31 3uDMiI ICU D, ,n.Daa „rn. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B1 2x4 SP #1 Dense: WEBS 2x4 SP #3 A) lx4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. C 5X69a 2.5X4 = 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN, HGT, ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 UI 3X8 ( R) M 5X6= 3X6i 2X4= 2.5X4 6 r —1 6 A) 3X8= B1 3 5X6 = 2-0--0 8 0 0 4X12= 25X4=— SX5— 4X8( F1) 0-5. 5X12= 3X8(B1) 2X4 nl 1- 0.0 1.0-0 L< 12-0-0 _I_ 16-g-0 _I_ __ 12-0-0 _I 8- 8-0 11-9-0 19-7-0 LIE 40-0-0 Over 2 Supports 'I R= 1538 U=720 W=8" R=1538 U=720 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 3 0TY:1 FL 1 R Scale 1875" Ft. WARN ING•• TRUSSES REOUIRE [%IRENE CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HiB 91 (HANDLING INSTALLING ANp BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 587 D'ONOFp10 OR., SUITE 200, MADISO1. YI 53/l9). F00. SAFETY PRACTICES PRIOR TO PERF ORM(NG THESE FUNCTIONS. UNLESS OTHERY ISIXDIC ATE.. TOP CHOPO SN ALL HhYE PR OPERLY ATTACHED M Rw_ j tIFI( f T (,, L L T C DI 20 . 7. 0 D P S F P S F R E F R 3 5 2-- 2 88 8 1 DATE 08112102 SMYTH LUMBER CO. MI'JITURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. e•' / L DRW SL 7USR352 02224531 ROOFTRUSSDIVISIONIMPORTANT•* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1? N0.4Y704 '' BC DL 10.0 PSF 2722 PRODUCTS. INC. SHALL NO BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO j S L T - E N G / WM R 5OLTTTIAPOPKABLvE3. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND TRUSSES. S t BCLL0.V P SF APOPKA, FL 32703 BRACING OF THIS DESIGN CONFORMS PITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THEFOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF S E 0 N 151629 407-299.1 522 TAM CONNECTORS AREMADEOF206AASTHA653 , 40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO i w A•.4 O T0 T. L D. 37.0 P S F FAx: 407-2998153 EACH FACE OF TRUSS. AN. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R14`A I]RfTNpNDU R FA C 1.2 5 FROM M DRAWINGS I60A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Nm~."•• P- PROFESSIONAL ENGINEERINGRESPONSIBILIiYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUf TAB IL ITY AllUSE OF THIS CERTIFICATE OF AUT"OR17ATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 12 SPACING 24.0" ANSI/TPI1-1995 SECTION 2. 991117RF--ST. AHGUSTINF R & D - R191 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B1 2x4 SP #1 Dense: WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 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 0.19" DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. 5X8-- 2X4III 5X8= 3X6 0 tX56 6 5X51 3X4w 5X6 = 2-0-0 B1 3 8-0-0 3X10= 5X5= 4X8(F1) 4X10 = 3X8(B1) 2 X 4 III 1-0-0 a 1-0-0 a I_ 14-0-0 _I_ 12-0-0 I 14-0-0 _I8-8-0 11-9-0 19-7-0 40-0-0 Over 2 Supports _I R=1538 U=720 W=8" R=1538 U=720 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI(STD 0TY:1 FL 1 R Scale 1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONO FRIO OR., SUITE 200. MADISON, WE S3119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. 1MC. SHALL NOT BF RESPONSIBLE FOR AXY DEVIATION FROM THIS DESIGN; ANY FAILURE TO R tIFI "• fff' %`1+ f v • % t No"42704 T C L L T C O L BC DL 20 . 7 .0 10.0 D L P S F P S F PSF R E F R 3 5 2-- 2 8 8 8 2 DATE 08112102 SMYTH LUMBER CO. ROOFTRtIsSDivtStoN DRW SLTUSR352 02224532 SLT-ENG WMR 12722SOUTHAPOPNABLvD. APOPKA,FL 32703 407-2991522 FAx: 407-299.9153 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 ASTH AGSJ GR40 GAIY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER jSTATEOFFS PA1o• I^i•"" I BC LL TOT. LD. 0.0 37.0 PSF PSF SEON 151638 OUR . F A C . 1 .25 FROM MPROFESSIONALENGINEERING DRAPING$ IGO A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY fOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" CERTIPTGATE OF AUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIITPI 1-1995 SECTION 2. auq 12 '02 k7y II14KL--31 . HUL3U.J 11Fit . D a U - KI J) . — — .—.— - I— ,—. - «.,,— u .--- ...... 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 #1 Dense :B3, B4 2x4 SP #2: HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 , CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND 0.15" DUE DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TO DEAD LOAD. 5X8g 2X4 HI 5X8= 3X8 , 0 2.5X4 2X4 M 6 r —T 6 5X5 5X50 3 5X14= 2. 5X4(R) 111 2- 0-0 4 e 1 8-0-0 B3 B4 3X12= 5X5— 4X8( F1) = 4X10= 3X8(81) 2 X 4 III 1- 0.0 1-0-0 a I_ 16-0-0 _1_ 8-0-0 _1_ 16-0-0 _1 8- 8-0 11-9-0 -119-7-0 RE 40- 0-0 Over 2 Supports `I R= 1538 U=710 W=8" R=1538 U=710 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STO 1 3 OTY:1 FL 1 R Scale 1875" Ft. WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. PerTO 918.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE lit M. TC L L 20 .0 P S F R E F R 3 5 2-- 2 888 3 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISO N. NI 53119). 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'" FURNISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NO1 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ANER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER G a• Z1FI••. / 3jliNk," 41704 If ft STATE OFAl• Fl T C BC p UC TOT. D L DL LL LD. 7. 0 10.0 0.0 37.0 P S F PSF PSF PSF DATE 08112102 SMYTH LUMBER CO. ROOF TRUSSDlvl510N 2722 SOUTH APOPKA BLvD. APOPKA.FL 32703 407-2991522 FAIL: 407- 2999153 DRW SLTUSR352 02224533 SLT-ENG / WMR SEON 151650 D U R F A C . 1 . 2 5 FROM M PROFESSIONAL ENGINEERINGDRAWINGS16011,Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS N'A` SPACING 24. 0" CERTTFIC:ATEOFAUTHORIZAnom#92IS CIOMPONENTLFOR ANSECTRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 12 JJlllcKt--31. AULXUJI1N!: is & U - K14) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B1 2x4 SP #1 Dense: WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. inlJ UNu rMCrnK[u rnvr, .vmrv,rn L—u, lwnUz n U-IL11 —1 I--- lu — . _ .„ 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 0.19" DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD. 5X6= 5X6-- 3X80 2X4 III 2.5X4 6 r 6 5X5AI, 5X50 4X10= 5X14-- 2.5X4(R) 012 0-0 B1 3 8-0-0 2X4 III 3X12= 5X5= 4X8(F1} 3X8(B1) 2X401 2 X 4 III 1-0-0 a 1. 8-0-0 4-0-0 8-0-0 8-8-0 31-4-0 if 40-0-0 Over 2 Supports J R=1538 U=710 W=8" R=1538 U=710 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 1875" Ft. WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANOLIN6. SHIPPING. INSTALLING AN, BRACING. REFER TO NIB•91 (HANOLING INSTALLING AND BRACING). PUBLISHED OY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 100. MAOISON, NI S31 9). FOR SAFETY PRACTICES PRIOR TO P ERFORH[NG THESE FUNCTIONS. UNLESS OTN ERYISE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PR OPERIY ATTACHED RIGID CEILING. IMPORTANT•" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO TRUSSES`N COTH( SMANCE DESIGNWITH BRACUI /NGTHEOFTRUSSESAPPLICABLE PROVISIONSSOFPNOS (NATIONALINSTALLING CONFORMSOWITHFABRICATING. DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AN, PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO. EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR$ PER tjj/ ZIFI • ... V/ 4 J 4 , JI' No"42704SSTATEOF 4- ti. ' fit% OR`Qi'S i' T C T CBC BC TOT. LD. L L d L DL LL 2 0.0 7. 0 10.0 0. 0 37. 0 11 P S F P S F 1 PSF PSF PSF R Ef R 3 5 2 2 8884 SMYTH LUMBER CO. ROOFTRUSS DIVISION 2722POPKA.1FL 32ABLVD. APOPKA FL 32703 407-299.1522 FAx: 407- 299.9153 DATE 08112102 DRW SLTUSR352 02224534 SLT ENG / WMR SEON - 151655 _ D U R F A C . 1.25 FROM M PROFESSIONAL ENGINEERING ORAWIN6S 160 A"Z. THE SEAL ON THIS ,RAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPONIIB IL"Y SOLELY FOR THE TRUSS COM9ONE MT OE SI ON SHOWN. THE SUITABILITY ANO USE OF THIS f SPACING 24.0" CERTIFICATE OF AUTNORRATION #9218 COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSIJTPI 1 1995 SECTION 2. AUq 12 '02 yy111CKt--JI. AUGUJIINt H & U - K15 I MIN UN6 FKtFAKLU FRUM L.UMFUItK INFU I (LUAUN 6 UIMtNJIUNJJ NUUMIIitU EST IKUJJ MFK. TOP CI4ORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B1 2x4 SP #1 Dense: WEBS 2x4 SP #3 A) Ix4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 III 5X6m 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 0.18' DUE TO LIVE LOAD AND 0.15" DUE' TO DEAD LOAD. B) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. 8- 0-0 4X8( F1) = 2X4III 3X10 m DAD= 3X8( 131) 4X10m 1. 0-0 a 1-0-0 LE ? 0-0-0 20-0-0 jJ If 8-8-0 T 11-9-0 T 19-7-0 40- 0-0 Over 2 Supports R= 1538 U=710 W=8" R=1538 U=710 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL 1 R Scale 1875" Ft. WARMING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-9l (HANOLING INSTALLING ANO BRACIN6). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. So O'O"OFKID DR., SUITE 200, MAD ISON, MI .1). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED I Rqe••• y"•'•" 7: T C T C L L D L 2 0. 7 . 0 0 P S F P S F R E F R 3 5 2-- 2 888 5 SMYTH LUMBER CO. DATE 08112102 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. jw DRW SLTUSR352 02224535 ROOFTRUSSDIVISIONIMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED S Ne.442704 BC DL 10.0 PSF PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FO0. ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i 1 7CSLT- ENG 2722 SOUEET APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BC LL 0.0 PSF APOPIkFL32703BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN JyLa STATE OF WMR 407- 299.1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTOR$ ARE MADE OF 106A ASTM A653 1R40 GALY, $TEEL. EXCEPT AS NOTED. APPLY CONNECTOR$ TO V 1 O R`O'.•/ T 0 T. L D. 37.0 P S F 5 E O N 151671 FAX: 4O7•ZSJS JIS3 EACH FACE OF TRUSS. Al. UNLESS 0 HERNI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER NLA D U R F A C 1.25 FROM M PROFESSIONAL ENGINEERINGDRAWINGS160A -I. THE SEAL ON THIS DRAWING INO RITE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING A RESPONSIBILITY SOLELYFORTHETRUSSCONPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHOROATION 99218 T1FOR ANY COMPONENTBUILDING ISTHE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 12 SPACING 24. 0 SECTIOPARTICULAR yyIIICKt--JI. AUITUJIINt H & U - K10) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B1 2x4 SP #1 Dense: WEBS 2x4 SP #3 A) Ix4 "T" BRACE. 80;6 LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. 6X8m 1 nia U"V rRE—mcV rmum 1, VnrviCR Inr v• L- n •• •• + •.+) .. + •'-- 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 0.18" DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X10 = "J 4X8(F1) % 6X10 = 3X8(B1) 2X419 1-0-0 a 1-0-0a 1 'TZO O - 6-1-0 'f — I— 20 - 0- 0 - 25 3 0 f8-8-0 40-0-0 Over 2 Supports =j R=1538 U=710 W=8" R=1538 U=710 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 2 OTY:2 FL 1 R Scale 1875" Ft. YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AMU BRACING. REFER TO HIS-9I (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20 . 0 P S f R E f R 35 2-- 2888 6 i NST [TU TE. 5B3 O'ONOfR70 DR., SUITE 200. MA O l50N, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNIE SS OTHORNI SE INDICATED. TOP CHORD SMALL NAVE PROPERLY AliACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. P ZI, q.. Y T C DL 7 .0 P S F DATE 08112102 SMYTH LUMBER CO. ORW SLTUSR352 02224536ROOFTRu55Divi5loN 2722 SOUTEI APOPKA BLvD. APOPKA.FL 32703 407-299.1522 FA)L: 407-2999153 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 CONFORM$ WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ANER ICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE HAD OF 20GA ASTM AG53 GR40 GALY. STEEL. EXCEPT AS MOTCD. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER f ND.4Z704 •' fSSTATEOF Rto BC BC TOT.LD. DL LL 10.0 0.0 37.0 PSF PSF PSF SLT-ENG WMR SEON 20047 D UR F AC . 1.25 FROM MAPaoFFS$IONAL ENGINEERING DRAW{NGS IGO A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGa Na RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE51GN SHOWN. THE 50i TABILITY AND USE OF THIS SPACING 24.0" CERTIFICATE OFAUTHORRATINE#9218 campo"m SECTLOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER1995ANYANSiJTIFOR Aug 12 yY II 1411t--JI. AUbUJIIPit IS d U - KI/ TOP CHORD 2x4 SP #1 Dense J 2, T3 2x4 SP #2: BOT CHORD 2x4 SP #1 Dense :B2, B3 2x4 SP #2: WEBS 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= In I UKU YnCrn"CU rRVFI C rtr I[ IIII V1 t—'— '" " .—II — -- 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. 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. 8- 0-0 08( F1) % 4X8(F1) 1- 0-0 a 1- 0.0 20- 0-0 20-0-0 40- 0-0 Over 2 Supports R= 1538 U=710 W=8' R=1538 U=710 W=8" PLT TYP. Hi h Stren th Wave TPI-95 R Design Criteria: TPI STD 0TY:22 FL - 1 R Scale=.1875" Ft. WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO OR.. SUITE 200. MADISON, WI $3719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PURL ISHED BY THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 106A ASTH A653 6R40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER. OR kWIMG3 160 A, Z. THE SEAL OI THIS D0. AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. iNE SUITABILITY AXO USE Of THIS Re-_ f' T • j 4 .V jNo.42704 I 7yC i 7A jjSTATEOFSO A a ," AjaE T C L L T C D L BC OL BC LL TOT . L D . 20 . 0 7 . 0 10. 0 0. 0 3 7 . 0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 2 8887 DATE 08112102 SMYTHLUMBERCO. ROOF TKUSSDIVISiON 2722 SOUTH APOPKA BLVO. APOPKA. FL 32703 407. 299 1 522 FAX: 407-299Q1 53 PROFFSEiTONAL ENGINEERING DRW SLTUSR352 02224537 SLT- ENG /WMR S E Q N - 20049 OUR. FAC. 1 .25 FROM MA SPACING 24Z. CERTFlC;ATE OF AUTHORCZA'nON#9218 ANSICOMPONENT IFOR ANSE PARTIPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AUg 12 '02 I.0" Y7111CKt--J1. AUUU3II1Nt b h U - K1i3J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W2 2x4 SP #1 Dense: SPECIAL LOADS LUMBER DUP,.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 74 PLF at -1.00 to 74 PLF at 14.42 TC From 54 PLF at 14.42 to 54 PLF at 41.00 BC From 4 PLF at -1.00 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.00 5X6EE I n L J Uno r LTs ,n -, w-v.c ,,, v. kwn a -., - — ,,,,,,,,, LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 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 DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 8-0-0 3X6(F1) - 5X5m 3X6(Al) 1-0-0 a 1-0-0 I_ 20-0-0 _I_ 20-0-0 i 14-5-0 25-7-0 _ I40-0-0 Over 2 Supports R=763 U=820 W=12" R=102 PLF U=28 PLF W=25-8-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD f3 OTY:1 FL 1 R Scale 1875" Ft. MAR NING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $87 D'ONOFR IO DR., SUITE 200, MAOISON, YI 57719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS ES IN CONFORMANCE WITH TP1: OR FABR lCAIING. HANDLING. $HIPPING, (NSTALL LNG AND BRACING OF TRUSSES- THIS DESIGN CONFORMS WITH APPLICABLE PROYI SIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTOR$ ARE MADE OF 20GA ASTM A6S3 GR40 GALY, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PER M. R tlFl •••••. jr{ G 1j N0.42704 • 7C '' iESTATEOFf Q` y r RI T C T C pBC UB C TOT. L L D L DL L L L D . 20 .0 7.0 10.0 0.0 37.0 P S F P S F PSF FPSF PSF R E F R 3 5 2-- 28 8 88 DATE 08112102 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APCM'KA BLVD. APOPKA, FL 32703 407-299.1522 FAx: 407-2999153 DRW SLTUSR352 02224538 S L T tiENG / WM R S E 0 N 1 6 3 1 84 D U R F A C . 1 . 2 5 FROM MPROFESSIONALENGINEEiTING DRAWINGS I'D A-2. THE SEAL ON THIS DRAWING IROICATES ACCEPTANCE OF PROFESSIONAL ESM61NEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS n..O v 1.rN SPACING S E E ABOVE, CERTIFICATE OF AUTFIORRATION #9218 COMPONENT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERANSIJTPITIFORANSECTION U A g 1• ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) IX4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE .• I) 2X6 1" 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 O 10" 3 3' 4" 4' 11 " 4' " 6' 5" 6' 5" 8' 4' 8' 4" 10' 10' 0" 13' 1" 13' 1" Z H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" IT 1" W STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' 8" 11' 8" 1 3' 9" 5' It" 6' 4" 7' O' F 6 8' 4" 8' 11" 10' It" IC 10" 13' 1" 14' 0" P 2 3' 8" 5' It" 6' 4" 7' 0" 7' 6" 8' 4" 8' it" 10' 11" I1' 10" 13' I" 1 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10''3" 10' 3" 13' 1" 13' 9" C\2 D F L STUD 3' 6" 4' 11" 4' It" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" It' I1" S P F 1 2 3' It" 6' 9" 6' 11" 6' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' I)" 14' 0" 14' 0" U 3 3' 10" 6' 0" 6' 0" 7' 11 7' 11" 9' 6' 9' 6 12' 3" 12' 3" 14' 0" 14' 0" y H F STUD 3' 10" 5' I1" 5' tl" 7' 10" 7' 10" 9' 6" 9 6" 12' 3" 12' 3" 1. 4' 0" 14' 0" W O STANDARD 3' 10" 5' I" 5' 1" 6' 9" 6' 9" 9' 1" 9' I" 1 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" B' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" S P 2 4 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" w 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" D F L STUD 4' 0" 6' I" 6' 1" 8' 0" 8' 0" 9' 6" t0' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' It" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" S P 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13 10" 14' 0" 14' 0" 14' 0" F 3 4' 2" 6' 11" 6' 11" 8' 9'. 8' 9" 10 6" 10' 6" 13 10 13' 10" 14' 0" 1. 0" H F STUD 4' 2" 6' ll" 6' ll" 8' 9" 8' 9" 10. 6" 10' 6" 13 10" 13' 10" 14' 0" 14' 0" O STANDARD 4' 2" 5' 11" 5' 11" 7' 10' 7' 10" 16' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' B" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11 4' 13 10 14' 0" 14' 0" 14' 0" P 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 1 10' 6" 11' 0" 13' 10 14' 0" 14' 0" 14' 0" 4D F L STUD 4' 5" 7' 0" 7' 0" B' 9" 9' 3' 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 1 4' 4" 6' 1" 6' 1" 8' 0" B' 0" 10 6" 10' 9" 12 5" 12' 5" 14' 0" 14' 0" SYMM DIACONAL BRACE OPTION 2X4 #2N OR BETTER: TVERTICALLENGTHMAYBE DOUBLED WHEN DIAGONAL L8 BRACE IS USED. CONNECT L. L I DIAGONAL BRACE FOR 870# BRACE TATEACHEND. MAX WEB TOTAL LENGTH IS 14'. 2X4 SP OR DF-L 02. 7- OR BETTER DIAGONAL 1 VERTICAL LENGTH SHOWN BRACE: SINGLE OR 18" # IN TABLE ABOVE. DOUBLE CUT + AS SHOWN) ATDUPPEREND. ONTINUOUS BEARIN .:; Ai.. e•/// CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB. 1 REFER TO CHART ABOVE N FOR E.;'pg Ir C •. J •Q F 1. WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, 2INSTALLINGANDBRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBYTP( (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, Wl. 53719) FORSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, yti •• NO.4 27 04SMYTHLUMBERCO. ATTACHEDGO STRUCTURAL PANELS AND BOTTOM CHORD SHALLHAVEAORDPROPERLYATTACHEDPRGIDCEIERLYIMPORTANT-. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ROOF TRUSS DIVISION ALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS2722SOUTHAPOPKABLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, STATE OF APOPKA. FL 32703 SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE s -:p91522ANDPINECONNECTORSOGa40TGALV.PSTEELER AEXCEPT 4' X: 407FAX.: 407-299-9153 ASTMlA653 GRANSN) NOTEDTPI. APP CONNECTORS EACH FaCEp TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 0RIOPy/ FA '•.,,• 1 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' DOFS AOCERTIFICATEOFAUTHOR(UTION 1192i RESPONSIIBILITYTY THE DETHISSIGNER, GNER, FORNENTANYMAN$(TP( 1-1995UILDINGSECTION Iz THE y/(I• N f,.q BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEM -FIR I 2 1STANDARD 1 1 02 1 STUD 3 1 STUD 1 1 13 STANDARD DOUGLAS FDi-LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD I STANDARD GROUP B: HEM -FIR i k BTR I SOUTHERN PINE DOUGLAS FIR -LARCH 2 1 02 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 NAILS. 4` FOR (1) 1" BRACE: SPACE NAILS AT 2" O.C. IN IS" END ZONES AND 4" O.C. BETWEEN ZONES. FOR (2) "L" BRACES: SPACE NABS AT 3' O.C. DT 18" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF BOX OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" IX4 OR ZX3 GREATER THAN 4" 0', BUT LESS THAN I1' 8" 2X4 GREATER THAN IC 8" 2.5X4 I li + REFER TO COMMON TRUSS DESIGN FOR I IIIL PEAK, SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98-GAB12030 DATE 09/10/01 DRWG A12030ECO901 ENGQ TOT. LD. 60 PSF MAX. SPACING 24.0" GABLE DETAIL SY"I ABOUT /`-'e FOR LET -IN VERTICALS GABLE VERTICAL RIGID SHEATHING 4 TOENAILS i T" REINFORCINGMEMBER GABLE TOENAILS TRUSS SPACED AT 4' O.C. 4 TOENAILS CEILING GABLE VERTICAL PLATE SIZES Q REFER TO ENGiNEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF CABLE VERTICAL PLATES OVERLAP. USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2* 2X4 4-2X8 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP' LESS THAN 4' 0" IX4 OR 2X3 2X8 GREATER THAN 4' 0". BUT LESS THAN It' 8' 2X4 2x8 GREATER THAN 11' 6' 2.5X4 2.5X8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAZIS: tOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d 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 CABLE DETAIL DRAWINGS A11015EN0699, A10015EN0899, A09015EN0889. A08015EN0699, A07015EN0699 A11030EN0899, A10030EN0699, A09030EN0889, A08030EN0699, A07030EN0899 ASCE 7-98 GABLE DETAIL DRAWINGS A13015EC0901, A120L5EC0901, A11015EC0901, A10015EC0901, A08515EC0901 A13030EC0901. A12030EC0901, A11030EC0901, A10030EC0901, A06530EC0901 SBCCI GABLE DETAIL DRAWINGS Slt0t5EN0699, S10015EN0699, 509015EN0699, 5080t5EN0699, 507015EN0699 S11030EN0699. 510030EN0699. 509030EN0699, SOB030EN0899. 507030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCi WIND LOAD) FOR MAXIMUM UNRE(NFORCED GABLE VERTICAL LENGTH: zxs 'T" REINFORCING MEMBER zxa "T" REINFORCING MEMBER TOENAIL TOENAIL i t TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY i" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES. GRADE AND SPACING) FOR (i) 2X4 "L" BRACE, GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCi WIND LOAD, MAXIMUM ALLOWABLE '"I" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" WiND SPEED AND MRH T` REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 IO S IO 7. 2x6 40 7. 50 7• ILO MPH 30 FT 2x4 10 7. l0 7. 2x6 50 R 50 7. 100 MPH 15 FT 2x4 10 Z 10 9. 2x6 30 7. 50 7. 100 MPH 30 IT 2x4 l0 7. LO 7. 2x6 40 7. 40 7. 90 MPH 15 FT 2x4 20 7. LO Z 2x6 20 7. 40 7. 90 MPH 30 Fi' 2x4 10 7. 10 7. 2x6 30 R 50 7. 80 MPH 15 FT 2x4 t0 7. 20 x 2x6 10 7. 30 7. 80 MPH 30 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 70 MPH 15 FT 2x4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 LO 7. 20 9. 2x6 l0 y 30 7. EXAMPLE: ASCE WIND SPEED - 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP /3 I" REINFORCING MEMBER SIZE = 2X4 N BRACE INCREASE (FROM ABOVE) _ 107. 1.10 I) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM •`T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" LACES DRAWINGS GA898117 876,719 & HC26294035 WARNING-- TRUSSES REOVIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HtB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF LET -IN VERT BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRIQ DR, SUITE 200, HAD[SON, V1. 53719> FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, r P'(1FfC,q,., DATE 10/24/O1 SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE1MPORTAN..RFURN[SHCAECOPY OFCTHISNDESIGNTO THE INSTALLATION CONTRACTOR. ALPINE DRWG GBLLETIN1001 ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 4270 No. 4ENG DLJ/ KAR 2722 SOUTNAPOPKA6Lvv. DE StGNi ANYFAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI/ OR FABRICATING, AN HDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN c C APOPHA, FL 32703CONFORMSWITHAPPLICABLEPROVISIONSOF rvpS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-2951522 AND AND DGA gSiMlA653 TPI. CONNECTORSCONNECTORS0ACE STATE0 F TOT. LD. 60 PSF FAx: 407-2999I53EACHpFTRUSSAND, UNLESSOTHERWISELOCATEDONTHISDESIGN, POSITION CONNECTORS PER A•'' R. FAG. ANY PROFESSIONAL ENGINEERING DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOVN. THE 0 Q`; Q 4 oQ• AX SPACING 24. 0" CERTR'FCATE OFAUYHORIUTIONa9218•SUITABILITY RESPONSIBILITY AND USEOFTHIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE OF THE BUILDINGDESIGNER, PER gNSIi7Pl 1-1995 SECTION 2. Cnw".'O•n•••t`_ 1i.. 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 IJ, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 4-0-0 MAX 12 12 W2X4 MAX.(— W2X4 W2X4 8-0-0 MAX- PITCHED CUT BOTTOM CHORD VALLEY WZX4 16-0-0 MAX TT1A0 _ 12 12 MAX.( W1X3 W1X3 6-0-0 W1X3 (MAX SPACING) W2X4W1X3W5X4/SPL W1X3 TRUSS DETAIL UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "T"-BRACE, 907 LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING. EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. SQUARE CUT BOTTOM CHORD VALLEY W2X4 OPTIONAL STUB END DETAIL W4X4 lf OPTIONAL HIP JOINT DETAIL COMMON ' RUSSES PARTIAL FRAMING 20-0-0 MAX (++) llaun+lulu ,/ AT 2 " OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING.\yr` a Q n`• ry// i THIS DRAWING REPLACES DRAWING A105 WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPIN$ \ ( GINSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRAC,NG), PUBLISHED ; •• V •, BY TP( (TRUSS TC LL 30 30 40 PSF REF VALLEY DETAILPLATEINSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI. 53719) FOR ••• SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED; TOP CHORD SHALL HAVE DL 20 15 7 PSF DATE 06/25/99PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHAL SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. NO.42704 •: C IMPORTANTl* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPI ROOF TRUSS DiKA iam13Lv ENGINEERED PRODUCT$, INC. $HALL NOT BE RESN FOR ANY DEVIATIONON FROM THIS RC DL 10 10 10 PSF DRWG VALTRUSS0699 ENG biLH/KARCONFORMANCE7 272250UTH APOPKA BlVO. DESIGN) ANY FAILURE IhS BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, LHANDLING, SHIPPING, INSTALLING AND LL 0 0 0 PSFBRACINGOFTRUSSES. DESIGN CONFORMS WITH, APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ,- STATE OF407-299-I 522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAS if1O ;• OT. LD. 60 57 PSF55ASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF _/iceFAX: d07-29991 $3 TRUSS AND, UNLESS OTHERWISE •••' LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ^\ O P.• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ! '0 O R ' PROFESSIONAL ENGINEEAINGENGINEERlNG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE / ( • ••••• I USETHIS COMPONENT DUR. FAC. l.25/1.331.151.15 SPACING ; e CEAnncAYEOPA(TnTopiTAnoN((9219 RESPONISIBILI TYDOF$ \\\\\ IL-1995 USECTION(2.T %Vlfl. BUILDINGs%nl e EN \\ 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" 0( 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 D) C) ( B 3) 16d BOX NAILS 3) 16d BOX NAILS 4'0" TYP. I\(B) L(2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN 2) 16d BOX NAILS, TOE -NAILED 3) 16d BOX NAILS, TOE -NAILED D) III (A) SUPPORTING TRUSSES AT 24" OC MAX SPACING 3) 16d BOX NAILS, TOE -NAILED C) IIr___GIRDER THIS DRAWING REPLACES DRAWING V105-CONV WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP[ (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 y\ `p N/ O Fi`.•Qt1C,i1 ••• C LL 30 Cy DL 20 30 lj 40 PSF 7 PSF REF CONV. VALLEY DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.•'•• IMPORTANT-- FURNISH iBC L 10 10 10 PSF DRWG VALCONVF0699ROOFTRU55DIVI910NACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ENG MLH/KAR2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIi OR FABRICATING, NQ, 42704 B 0 0 0 PSF APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299-1522 Fix: 407.29}9153 AMERICAN FOREST AND PAPER ASSOCIATIONS AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF TOT._=[. D. 60 55 57 PSF C. 1.25/1.33 1.151.15 PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THEJA ZA •. CERTIFICATE OF AUTHORIZATION 0921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI I-1995 SECTION 2. i /C •• QL_••• n P 1 ACING SEE ABOVE N A1. TOP CHORD 2X4 y2 OR BET'CER 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 THAT ONE SPLICEISNOTDIRECTLYOVERANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED 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. MAX SIZE OF 2X12 2 OR BETTER A E E A A En E„ E,-. A 20' FLAT TOP CHORD MAX SPAN II JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS. OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH 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 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 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 O O O O O O O O O O O O o 0 0 0 0 2„ 0 0 0 0 0 6 1/4" WING REPLACES DRAWINGS 634.016 634.017 & 847,045 rIr.. INSTALLING pND BRACING. REFER TO HIB-9i (HANDLING INS7aLL1NG AND BRACING), PUBLISHEDBYTPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719> FORSAFETYvRaCiICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL a w`P • F' Fsw`[•1Cq• ?y yV '• MAX LOADING i 55 PSF AT REF PIGGYBACK SMYTH DATE 06 25 99 DRWG PIGBACKB0699 LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE s 1.33 DUR. FAG. ROOFTRUSSDIVISION2722 SOUTH APOPMA BLVO. ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNIANYFAILURETOBUILDTHETRUSSESINCONFORMANCEWITHTPI) OR FABRICATING, HANDLING, SHIPPING, INSTALLING NO, 42704 •: 50 PSF AT ENC DLJ/KAR APOPKA, FL 32703 AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLEPROVISIONSOFNDS (NATIONAL. DESIGN SPECIFICATION PUBLISHED BY THE25 DUR. FAG. 407- 299 i522 FAX: 407-299-9I53 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSSAND, UNLESS OTHERWISE THIS o STATE OF 47 PSF AT LOCATEDONDESIGN, POSITION CONNECTORS PER DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 5DUR.FACPROFESSIONAL ENGINEERINGCERTIFICATE OF Au HORIZAT10N M921 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHE^.,ORL_w•24.0 RESPON5[BILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ACIING NAL 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 6 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5 12 11 1 10 1 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 1 7 6 9.5" MAX 3X8 TRULOX ** 18 MAX 4 ** 4 3X12 TRULOX 2X8 WEDGE 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE i11lNnii+plpJ j DRAWING REPLACES DRAWINGS A115 A115/11 & 884,132 lN$TAlL1NG-- TRUSSES1NGANDBRAC[NGEURIE ERRE XiOEH B9IMER (HANDLINGE IN IIS7ALLINGCATING NAND BRACING),PUBLISHED`pBYTFI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FORSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, SHALL STRUCTURAL PANELS AND BOTTOM CHORD SHALL N/'/ Q { FICt1'•. 91` TC LL PSF DL PSF REF BC FILLER DATE 06/25/99 SMYTH LUMBER CO. HOVE AD PROPERLY ATTRDACHEDPERLYRRIGIDCEILING.D ROOFTRU55 DIVISION IMPORTANT•. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS B DL 10.0 PSF s DRWG BCFILLER0699 ENG DLJ/KAR2722SOUTHAPOPKA8LVO. DES1GNi ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, NO. 42704 C LL - PSF APOPKA. FL 32703 HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THEAMERICANFOREST TO LD. - PSF407.299-1 522 FAX: 407-29"153 AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR $ PER STATE OF FAC.1.0/I.15/1.25/1.33PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE A % CERTIFICATE OF AUTHORIZATION M921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. I Q".• i_O_•._ (l Q 10 ' ACING 24.0" iNV STEPDOWN CORNER SET TOP CHORD 2X4 SO. PINE ##2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE ##2 N WEBS 2X4 SO. PINE ##3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR i N 2-00-00 1 - 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# 2' TYI 7' 5' CORNER SET SETBACK 3' 7' O" 0 1' 2 HIP OR COMMON TRUSS iml Mm 1 3 5 7' 2' TYP. I OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ ** (3) 16d TOENAILS J5 ** J7 ** 3.00 12 * 2.12 12 W2X4 600 gr2q W2x4 WzxS x3x4 ALTERNATE LOADING TCLL 20 PSF OR 3/4 . * IMPA2ON TCDL 20 MAX PSF BCDL 10 PSF 13' S' 7'1 *** 1 9-10-13 OVER 2 SUPPORTS TOT. LD. 50 MAX PSFDUR.FAC. 1.25 R=463p, W=3.50' R=6520, W=3.50- END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC11795029 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED A N/ C LL 30 MAX PSF REF 7' STBK CS BYTPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR ` y SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, C•Q• DI, 15 MAX PSF DATE 06/25/99 SMYTHLUMBERCO. TOP CHORD SHALL HAVE PROPERLY ATTACH€D STRUCTURAL PANELS AND BOTTOM CHORD SHALL ` • •• HAVEAPROPERLYATTACHEDRIGIDCEILING. •G r•,• ./ IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE • Bl. L lO PSF DRWG CS7SBK3A0699 ROOFTRUSS IVTSION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS A I7C + _ 27225ourHAPOPMABLvo. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, _ * NQ, 4Z%Qy =,[, 0 PSF -ENG SJP/KAR HANDLING, SHIPPINGINSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VTIM APOPMA, FL32703APPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299- T522 AM£RiCAN FOREST AND PAPER A$$OCNATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA OT_= LD. 55 MAX PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OF FAX: 407-299T9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A•,• DRAWINGS 160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL w FAC. 1.33 PROFESSIONAL ENGINEERINGENGINEESUITABILITYANDUSEINGRESPONSIBILITYTHISSOLELYFORTHECOMPONENTFORANYPARTICULARDESIGNBUILDINGSHOWN. THE THE ' A Q CEH17FlCATE OFAUn10aIZATIONa921RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TP( 1-1995 SECTION 2. _i,Q••'•%, Q'.•'• ACING SEE ABOVE CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 i ROW 2X4 I-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 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-BRACE 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 HIP-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRI0 DR., SUITE 200, MADISON, V1. 53719) FORSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPOPKA. FL 32703 APPLICABLE 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 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OF AUTHORRATION M9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 04 No. 412704 R STATE OF O R 1 q T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579,640 LL DL DL ILL I LD. it PSF PSF PSF PSF PSF REF CLB SUBST. DATE 06/25/99 DRWG BRCLBSUB0699 ENG MLH/KAR rR. FAC. ACING VLVUK VAbLt) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 JACK STUDS FOR HEAVY CONC. LOAD BY BUILDER). 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. JACK STUD DETAIL WALL STUDS NOT SHOWN FOR CLARITY PURPOSES) W2.5X4 = / DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES 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 Z-100 GUN NAILS. 3: DIAGONAL WEBS TRUSS SPAN < or = TO 12' : NO DIAGONALS 12' < TRUSS SPAN < or = TO 20': ONE DIAGONAL 20' < TRUSS SPAN < or = TO 30': TWO DIAGONALS 30' < TRUSS SPAN THREE DIAGONALS ONE EACH END AND CENTER) 4: 16" OC VERTICALS, TYPICAL. 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 1-0-8 1-0-8 1-4-0 W2.5X4 = W=W2.5X4 Continuous Support 1 Note: All Plates Are W2X4 Except As Shown. C TIFIPLTTYP. Wave TPI 95 R Design Criteria: TPI ST0 pMM'% 19.6a "9 sFL 1 R Scale 375 Ft. WARNING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. $HIPPING. INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE LTLC L L 40.0 P S F R E F R 3 5 2-- 1 5 3 7 2 INTTITU if. 583 D'ONOFR IO OR.. SUITE 200. MAGI50N, NI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE TOP N O. 4 2 704 C' S MYTH LUMBER CO. INDICATED. CHORD SHALL HAVE PROPERLY ATTAC14EO STRUCTURAL PANELS. BOTTOM HAVE D L 10.0 P S F DATE 07115102 CHORD SHALL A PROPERLY ATTACHED RIGID CEILING. ROOFTRU55 DIVISION 2722 IMPORTANT•• FURNITH A COPv OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PP.000CTS, INC. SMALL N07 BE RESPONSIBLE FOR ANY UfVIAT1ON FROM THIS OES16N: ANY FAILURE TO STATE OF 8C` DL 5 • O PSF DRW SLTUSR352 02196003 SOUTH APOPKA BLvo. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WIt" TPI: OR FABRICATING. MANDLIMG, SHIPPING. INSTALLING AND BRACIN6 OF TRUSSES. THIS OES16N CONFORHS WITH APPLICABLE PR OY ISf ONS jc LL 0.0 PSF SLT-ENGOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED 8% THE ANERICAp FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE O^ d07-299-1 522 FA7C 407-299-9153 CONNECTORS ARE MADE OF 2OGA AST14 A653 6R40 GALY. STEEL. EXCEPT. AS NOTED. APPLY CONNECTORS TO 0 R I D P'' T L D 55.0 P S F S E O N - 1 1 1 8 4EACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 0 . . PROFESSIONAL ENGINEERING T AL IOFE RESPON SIOILITY SOLELY TFOR STHE EAL ORUSSI PORE rs ON,q EN',,, OUR. FAC . 1.00 FROM CERTFICATE OFAUTHORIZATION TV92113 CONPO T OE SI GN a[SHOWNCEPTAIHE SUNCE ITABILLTYOANOUSETH (S COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. 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 NOR SNEARMIDSPANFORTRUSSES WITH ONLY UNIFORM LOAD. 4X6 TRULOX FOR P = 2900# MAX. 6X6 TRULOX FOR P = 4400y MAX. 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. ATTACH WITH (S) 8D COMMON (0.131" x 2 1/2") NAILS IN EACH VERTICAL WEB. FIGURE 2: CHORD TRULOX PLATE CONNECTION CHORD TRULOX PLATES CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND CONCENTRATED LOADS SPACED AT 24" O.C. OR LESS. 2' 6" MAY -- TYPICAL SPACING 2) 3X6 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. 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 10d 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. CROSS SECTION Oil C FOR DOUBLE STACKED CHORDS USE (2) 3X10 TRULOX PLATES. STACKED jCHORD FIGURE 5: SINGLE SHEAR $LOCK CONNECTION AT CONCENTRATED LOAD CROSS SECTION DETAIL 3i 2X6 OR 2X8 q3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) 10d COMMON 0.148" x 3") NAILS. OPTIONAL TIE PLATE ON NARROW FACE OR lOd COMMON 0.148" x 3") NAIL IN WIDE FACE. CROSS SECTION DETAIL 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500# 1) 2x8 2000q 2) 2x6 3000# 2) 2x8 3500# MEMBER I MEMBER 2 2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"X1.375" NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90' AND ATTACH BLOCKS CONNECTION ATTO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN USE SAME PROCEDURE STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION AT CONCENTRATED LOAD LOCATION 9.0" 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 #3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) 10d COMMON (0.148" x 3") NAILS I R PLACES DRAWINGS L,070,976 798517 T620J24 & T615,489 WARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO H19-91 (HANDLING INSTALLING AND BRACING), PUBLISHED V .••••• /n^ F c •' LL PSFi REF SY42 CONNECTION BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WE. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED v I DL PSF DATE 06 25 99 SMYTH LUMBER CO. STRUCTURAL PANELS AND BOTTOM CHORD SHALL LY ATTACHED GOFID C G. NDESIGNRFURN[SHEA. ROOF TRUSS DIVISION IMPORTANT••EA COPY THIS TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS NO.42704 B L PSF DRWG CNSY42PLO699 ENG MLH/KAR2722SOUTHAPOPKABLVo. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, C 11, PSF APOPKA. FL 32703 HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO FACE 5 •. STATE OF OT9 LD. PSF FAx: 407-299.9153 EACH OF TRUSS AND. UNLESS OT14ERVISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL iQ FAG. 1.00 PROFESSIONALENGINEERINGGERT1F16ATEOFAUTHORIiAT) ONN9219SU[TABILITY ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHEi 0,,•,. Q 'O f;•' i RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i._ Fn^._,••• ••,_PLC` ACING FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: VS 235 Builder: BEAZER HOMES Address: %Q,. e _c '.c..ti.cw 1 - .R_k.t Permitting Office: LLAI City, Stater Permit Number: Owner: jQ: __- JCent al Jurisdiction Number: Climate Zone: 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 4. Number of Bedrooms 5 _ b. N/A 5. is this a worst case? Yes _ 6. Conditioned floor area (ft') 2052 ftz c. N/A 7. Glass area & type a. Clear - single pane 300.0 ft' 13. Heating systems b. Clear - double pane 0.0 ft, _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.60 d Tint/other SHGC - double pane 0.0 ftz b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 215.0(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 Insul, Exterior R=4.2, 1420.0 ft' _ EF: 0.86 b. Frame, Wood, Adjacent R=11 A, 410.0 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, 1426.0 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: 0.15 Total as -built points: 31847 PASSTotalbasepoints: 32782 I hereby certify that the plans and specifications covered by this calculation are in c, PlOngepith the Florida Energy Code. PREPARED BY:___________ DATE: ------------------------------- hereby certify that this building, as designed, is in compliance with the FI rida Energy Code. OWNER/AGENT: DATE:------1k- Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. o4qHE ST4 ), l coD 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 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2052.0 25.78 9522.1 Single, Clear NE 8.0 8.0 7.0 43.65 0.59 180.0 Single, Clear NE 1.0 8.0 32.0 43.65 0.99 1383.0 Single, Clear NE 1.0 3.0 4.0 43.65 0.87 151.4 Single, Clear SE 1.0 6.0 23.0 56.64 0.96 1255.2 Single, Clear SE 1.0 6.0 23.0 56.64 0.96 1255.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SW 8.5 10.0 48.0 52.82 0.54 1381.1 Single, Clear S 1.0 6.0 12.0 44.66 0.94 505.9 Single, Clear SE 15.0 8.0 33.0 56.64 0.43 807.2 Single, Clear SW 1.0 6.0 23.0 52.82 0.96 1169.6 Single, Clear W 1.0 6.0 12.0 53.47 0.97 621.5 Single, Clear SW 1.0 7.0 19.0 52.82 0.98 987.0 Single, Clear NW 1.0 6.0 16.0 37.74 0.97 586.5 Single, Clear NW 1.0 6.0 16.0 37.74 0.97 586.5 Single, Clear NW 1.0 6.0 16.0 37.74 0.97 586.5 As -Built Total: 300.0 12329.7 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 410.0 0.70 287.0 Concrete, Int Insul, Exterior 4.2 1420.0 1.16 1647.2 Exterior 1420.0 1.90 2698.0 Frame, Wood, Adjacent 11.0 410.0 0.70 287.0 Base Total: 1830.0 2985.0 As -Built Total: 1830.0 1934.2 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1426.0 2.13 3037.4 Under Attic 30.0 1426.0 2.13 X 1.00 3037.4 Base Total: 1426.0 3037.4 As -Built Total: 1426.0 3037.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 215.0(p) 31.8 6837.0 Slab -On -Grade Edge Insulation 0.0 215.0(p 31.90 6858.5 Raised 0.0 0.00 0.0 Base Total: 6837.0 As -Built Total: 215.0 6858.5 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 2052.0 14.31 29364.1 2052.0 14.31 29364.1 Summer Base Points: 38196.4 Summer As -Built Points: 39994.1 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 38196.4 0.4266 16294.6 39994.1 39994.1 1.000 1.00 1.087 x 1.150 x 1.00) 0.284 1.250 0.284 0.950 0.950 13496.5 13496.5 EnergyGaugeTA° DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 2052.0 5.86 2164.4 Single, Clear NE 8.0 8.0 7.0 12.00 1.00 84.1 Single, Clear NE 1.0 8.0 32.0 12.00 1.00 384.0 Single, Clear NE 1.0 3.0 4.0 12.00 1.00 48.0 Single, Clear SE 1.0 6.0 23.0 8.34 1.02 1961 Single, Clear SE 1.0 6.0 23.0 8,34 1.02 196.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SW 8.5 10.0 48.0 9.22 1.28 566.7 Single, Clear S 1.0 6.0 12.0 7.73 1.01 93.5 Single, Clear SE 15.0 8.0 33.0 8.34 1.81 497.0 Single, Clear SW 1.0 6.0 23.0 9.22 1.01 214.3 Single, Clear W 1.0 6.0 12.0 10.74 1.00 129.2 Single, Clear SW 1.0 7.0 19.0 9.22 1.01 176.2 Single, Clear NW 1.0 6.0 16.0 12.23 1.00 195.3 Single, Clear NW 1.0 6.0 16.0 12.23 1.00 195.3 Single, Clear NN 1.0 6.0 16.0 12.23 1.00 195.3 As -Built Total: 300.0 3307.6 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 410.0 1.80 738.0 Concrete, Int Insul, Exterior 4.2 1420.0 3.26 4629.2 Exterior 1420.0 2.00 2840.0 Frame, Wood, Adjacent 11.0 410.0 1.80 738.0 Base Total: 1830.0 3578.0 As -Built Total: 1830.0 5367.2 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1426.0 0.64 912.6 Under Attic 30.0 1426.0 0.64 X 1.00 912.6 Base Total: 1426.0 912.6 As -Built Total: 1426.0 912.6 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 215.0(p) 1.9 408.5 Slab -On -Grade Edge Insulation 0.0 215.0(p 2.50 537.5 Raised 0.0 0.00 0.0 Base Total: 408.5 As -Built Total: 215.0 537.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'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 2052.0 -0.28 574.6 2052.0 0.28 574.6 Winter Base Points: 5846.0 Winter As -Built Points: 9808.5 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 5846.0 0.6274 3667.8 9808.5 9808.5 1.000 1.00 1.078 x 1.160 x 1.00) 0.449 1.250 0.449 0.950 0.950 5232.7 5232.7 EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 16295 3668 12820 32782 1 13496 5233 13118 31847 PASS THE S74T. o. t. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge&FIaRES'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 we 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, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat 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 NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG, Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 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. EnergyGaugelm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: ST AUGUSTINE VS-235 12-14-99 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 ct Information For. EEAZERHCNO Design Information Weather Or wdq AP, FL, US Winter Design Conditions Heating Summary Summer Design Conditions 38 °F Outside db 70 °F Inside db 32 °F Design TD Daily range Restive humidity Moisture difference Building heat loss 41948 Btuh Verdation air 0 cfm VDesignheat ir loss badd 41948 Btuh Btuh Infiltration Method Simplified Con n quality Average Fireplaces 0 Area (W) He It' ng Cooling 2 Volume (ft") 20228 20228 Air charxiesilhour 0.80 0.40 Equiv. AVF 270 135 Heating Equipment Summary Mahe BRYANT Trade Efficiency Hisaiting input HeatingOutput Heati'm term rise Actuua hleabAhgfan Heating air flow factor 72 HSPF 0 Btuh @ 47-F 1350 0 cfm 0.032 dm/Btuh 93 °F 75 °F 18 °F M 50 % 43 grAb Sensible Cooling Equipment Load Sizing Structure 29994 Btuh Ventilation 990 Btuh Ltemperaturegnn swing 3.0 °F Ratelswing multiplier 0.98 Total seas. equip. load 30364 Btuh Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 1474 Btuh Infiltration 3977 Btuh Total latent equip. bad 7061 Btuh Total equipment bad 37425 Btuh Req. total capacity at 0.70% SHR 3.6 tan Cooling Equipment Summary Mahe BWANT Trade Efficiency 10L0 EER Sensible coding 28350 Btuh Latent cooling 12150 Btuh Total coding 40500 Btuh Actual cooling fan 1350 cfm Cooling air flow factor 0.045 chVBtuh Load sensible heat ratio 81 % Sold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wri4g11tsoft Right -Suite Residential- 5.5.06 RSR26013 2002-May-30 11:13:49 OM E:\Files\Beazer 2002\VS 235\VS235.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R .Job: ST AUGUSTINE VS-235 12-14-99 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 20228 f 3 x 0.0167 = 270 cfm 2 Winter infiltration load 1.1 x 270 cfm x 32 T WrtBr TD = 9493 BtLih 3. Winter infiltration HTM 9493 Btuh / 338 ft2 Total window = 28.1 BtuW and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiUation AVF 0.40 ach x 20228 ft3 x 0.0167 = 135 cfm 2 Summer infiltration bad 1.1 x 135 cfm x 18 T SumierTD = 2670 Btuh 3. Summer rMabon HTM 2670 Btuh / 338 ft2 Total window = 7.9 BtuhAt2 and door area Procedure C - Latent Infiltration Gain 710.68 x43 grAb moist.diff. x 135 cfm = 3977 Btuh Procedure D - Equipment Sizing Loads 1. Sensible stung bad Sensible ventilation bad 1.1 x 50 cfm vent x 18 T Su ywTD = 990 Btuh Sensible load for structure (Line 19) + 29994 Btuh Sum of ventilation and structure loads = 30984 Btuh PAng and temperature swing multipker x 0.98 Equipment sizing bad - ser151 * = 30364 Btuh 2 Latent sizing bad Latent ventilation load 0.68 x 50 cfm vent x 43 grAb moist.d'rff. = 1474 Btuh Internal bads = 230 Btuh x 7 people + 1610 Btuh Infiltration bad from Procedure C + 3977 Btuh Equipment stung load - latent = 7061 Btuh Tons1ru tion Quality is: a No. of Fireplaces is: 0 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjg1-itsoft Right -Suite Residential' 5.5.06 RSR26013 2002-May-30 11:13:49 E:\FileslBeazer 2002\VS 2351VS235.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: ST AUGUSTINE VS-235 12-14-99 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 LIV/BR5 a n sw a c n 0 d 1 1 90 1.0 1.0 3.0 5.0 47.4 32.0 0.0 a n sw a c n 0 n 1 1 90 1.0 1.0 1.5 1.5 76.4 4.0 0.3 FOY/DIN a n nw a n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 23.0 0.0 a n Sw a c c n 0 n 1 1 90 1.0 8.0 1.0 7.0 76.4 7.0 7.0 KIT BRKFST a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 23.0 0.0 GREAT RM a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 b n ne a c n 0 d 1 1 90 1.0 8.5 2.0 8.0 39.4 48.0 0.0 MBR a n n a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 12.0 0.0 a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 23.0 0.0 a n e a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 12.0 0.0 b n nw a c n 0 d 1 1 90 1.0 15.0 1.0 7.0 39.4 33.0 0.0 M BTH a n ne a c n 0 d 1 1 90 1.0 1.0 3.0 4.0 39.4 19.0 0.0 BR4 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR3 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BTH2 vvnghtsoft Right -Suite Residential- 5.5.06 RSR26013 2002-May-30 11:13:49 CC{ E:\Files\Beazer 2002\VS 235\VS235.rsr Page 1 se a BR2 d 1 1 90 1.0 UTIL 1.0 1.0 5.0 47.4 16.0 2.0 wrjghtsoft Right -Suite Residential- 5.5.06 RSR26013 2002-May-30 11:13:49 E:\Files\Beazer 2002\VS 235\VS235.rsr Page 2 PIGHT4 WORKSHEET hdre HHouse DEL AIR HEATING,AIR CONDITIONING,R Job: ST AUGUSTINE VS-235 12-14-99 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 RAaJJIIoLJ 7h Etl 1 N wmdm= Ertie House L1VB;5 FOYiDM KIT 2 Lerlgltdegrossdvyd 215.0 ft 31.0 ft 320 It 10.0 ft 3 Roanch. atsb 15.0 x 11.0 ft 21.0 x 10.0 It 15.0 x 10.0 ft 4 Ce4ngs CorMOption 9.9 11FteeY000l d 10.0 ft hesibod 10.0 fl fteelkml 10.0 11I>ceNoocl TYPE OF CST HTT4 Area Land W) Area Load W) Area Load (Btrit) Area Load (Btrh) E4DOSURE Na HLg Clg fly HQg Clg ft.) Htg I Clg m Htg CI9 fly Htg Clg 5 Gross a 14B 4. 21 1740 310 ifu 100 E 4losed b 12C 2 11 c"" wed and c 13C 3,1 1 41 0"" 160 0 e 0. 0. 0 f 0. 0. 6 VWt msand a 1C 37. 21 8094 1331 11 0 glass doors b aC 37. 81 2994 0 0 Has" c 9C 38. 0"" 0 0 d 0. 0 0 e 0. 0»» 0 f0 0 7 V1krbwsard North 23. 594 0 10 7 2M 0 glass doors NEWW 39. 1 72B9 0 0 0 Cookv ENV 54. 1 653 0 SEGW 48 3784 1796 0 Soth u0. 0 0 Hoe 0. 0 0 0 8 Other doors a 11A 18, 12 378 255 0 378 0 b 11A 18. 12 1 340 229 0 c 0. 0. 0 0 0 9 Not a 14B 4. 2.1 1421 6513 2924 274 1253 564 110 507 227 100 461 206 e posedb 12C Zc 1. 0 0 0 0 0 0 c 0 0 Viand c 13C 3. 1 41C 1292 480 0 0 160 904 187 0 0 partitions d 0. 0. 0 0 0 e 0. 0. 0 0 0 0 f 0. 0. 0 0 0 0 10 Cervtgs a 16D 1. 2 210 34M 4499 165 28C 367 210 467 150 254 334 b 0. 0. 0 0 0 0 0 c 0 0 c 01 0. 0 0 0 0 0 c 0 0 d 0. 0. 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 11 Fbors a 22A 25. 0. 215 5573 0 31 8(A 10 259 Nob: room b 0. 0. 0 0 0 0 c 0. 0. 0 0 0 0 Ie d_ispt. d 0. 0. 0 0 0 0 for slab a 0. 0. 0 0 0 0 0 Moors) f 0. 0. 0 0 0 12 Infiltration a 28.1 7.S 338 9493 26M 35 1011 2B4 50 14C4 395 0 13 Subldal bss;=6+8. +11+12 38134 11m 5w 974 Less edernd heet7tg Less transfer 101 0••.• 10%/ 10°/ 14redriixrhon 3B13 469 10, 97 15 Tdal loss =13+14 41948 5156 1072 16 InL gars: people @ 300 7 2100 0 0 1300 0 1200 180D 1 120D 17 Sublot RSH q*F7+8.+12@16 27267 30M 1740 Less edwW 000ilg 0 0 Less transfer 0 0 goof g redshl mm 0 0 18 Dud gain 10' 2727 1W 302 IRK 294 10°/ 174 19 ToU RSH 9*Fgl7+18)*P F 1.00 29991 1M 3324 1.00 1.00 1914 20 Air required On) 1380 1 1350 1i36 150 1 1 34 Priniiout certified by ACCAtoo meet all requirrr twits of Manual J 7th Ed. A& wreght50ft Right -Suite Residential- 5.5.06 RSR26013 2002-May-30 11:13:49 E:\ Files\Beazer 2002\VS 235XVS235 rsr Page 1 PI ,)iTd WORKSHEET ntre ouse DEL AIR HEATING,AIR CONDITIONING,R Job: ST AUGUSTINE VS-235 12-14-99 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 mwvtr n is 1 N3nedm= BF40W GREAT RIM NBR NBTH 2 Lerghdexposedu\el 10.0 It 29.0 It 20.0 ft 23.0 ft 3 Roorncinaeb 15.0 x 10.0 ft 15.0 x 15.0 ft 120 x 21.0 ft 13.0 x 10.0 It 4 Ceilings Cori% Opba1 10.0 Itheabbod 10.0 ft heaU000l 10.0 11hedbod 10.0 ft heatlood TYF£ CF CST FfiTvl Mee Load (B9h) Area Load (BlW) Aea Load (B411) km load (Bbh) E420SUFE N0. Hig Clg W) Hig Cig ft Hig CIg M Hlg CIg ft') Hag Clg 5 Goss a 14B 4. 21 100 200 230 Exposed b 12C 2 1. c•»• 0 0 wals and c 13C 3. 1 0 parbtiors d 0. 0. 0 e 0. 0. 0 f 0. 0. 0 0 6 VVdansard a 1C 37. 8m 16 5B1 47 1 19 X2 gless doors b 8C 37. 48 1774 1 0 ting Heac 9C 38. 0 0 0- 0 0'-'- d 0. 0 0 0 e 0. 0 0 f- 0. 0 0 7 Nktdvnsand North 23 0 0 1 0 glass doors NF NW906 60 25Y2 19 cooling EW 5439. . 0 1 0 SE/ 51N 48. 0 0 0 Smith 0. 0 0 0 Horz 0. c"" 0 0 8 Oherdoors a 11A 18. 12 0 0 0 b 11A 18. 12 0 0 0 0 c 0. 0. 0 0 0 0 0 0 c 0 0 9 Net a 14B 4A Z' T1 355 159 225 1041 465 120 553 247 211 972 434 posed b 12C 2 I.i 0 0 0 0 0 0 c 0 0 wets arldc 13C 3.1 1 0 0 0 0 0 0 c 0 Parliitiol s d 01 0. 0 0 0 0 e 0. 0. 0 0 0 0 0 f 0. 0A 0 0 0 0 0 0 10 Ceifxlgs a 16D 1J 2 15C 254 334 225 112 501 212 421 951 13D b 0. 0. 0 0 0 0 c 0. 0. 0 0 d 0.c 0 0 0 0 0 0 0 e 0. 0, 0 0 0 0 f 0. 0. 0 0 0 0 0 11 Floors a 22A 25. 0. 1 259 0 752 0 51 23 Note: room b 0. 0. 0 0 0 0 0 0 0 0. 0. 0 0 0 0 rco. d 0. 0. 0 0 0 0 for slaba 0. 0.( 0 0 0 0 0 0 0 floors) f 0. 0.( 0 0 0 0 0 0 c 0 12 Infi bon a I 28.1 7. 646 182 64 17981 506 80, 6V 19 534 1Eq 13 SutW bss+8 +11+12 23Lii 6 3025 Lem eMmafhealing0,.• Less tai da 0•«, c 0"`- 0 reds6> tion 0 14 Dud loss 10° m 10'/ 634 V/ 670"" 10° 302 15 Total loss =13+14 29DI 6971 3327 16 Int. gars: People @ 300 c"' 0 5 1500 1 30C 0 1200 C""' 0 0 0 17 Saba RSH garr=7+8AppL.+12+16 1590 5493 4W"' 1623 Less exfenlal cooing 0 Less bander 0 Cooing redis6lbution 0 18 Dud gain 10' 158 1(P/ 549 10'/ 10° 1162 19 ToWRSHgair=(17+18)'PLF im 1738 1.00W43 100 1.001785 2) Air required (dm) 78 714 272 107 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1& wrrghtsoft Right -Suite Residential- 5.5.06 RSR26013 2002-May-30 11:13:49 kE:\Files\Beazer 2002\VS 235\VS235.rsr Page 2 P,nIGjiTd WORKSHEET tire 1 ouse DEL AIR HEATING,AIR CONDITIONING,R Job: ST AUGUSTINE VS-235 12-14-99 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 niwrvt.>ral.r. m to 1 Namedralm BR4 BR3 BTH2 BR2 2 Lwxfi of 11.0 ft 11.0 ft 0.0 ft 30.0 ft 3 Room dnaeb 13.0x 11.0 ft 13.0x 11.0 ft 12.0x 12.0ft 17.0x 13.0ft 4 Cekigs Conct Oplon 10.0 flheelbool 10.0 fthealbOd 8.0 ft heall000l 10.0 ft heeN7od TYPE OF CST FW Area Load W) Area Lwd (Bbl1) Ales Lmr1 W) Area I Load W) E4 ) SUF;E NO. Hig I Cig ft) Hig Cig ft') HhJ Clg fly Hig C19 OF) Ht0 I Clg 5 Gross a 14B 4. 2.1 110 110 c"" 13D EVosed b 12C 2. 1. c"" 0 MIS and c 13C 3. 1 170 partltiors d 0. 0. 0 e 0. 0. 0 f 0. 0. 0 6 Wrda swd a 1C 37. 1 591 16 591 16 591 glass doors b 8C 37. c 0 0 Healing c 9C 38. 0 d 0. 0 e 0. 0 0 0 f 01 0 0 7 V*dwsard North 231 41 2 4t 2 4 gaass doors NEMN 39. 0 0 0 0 Cooing ENV 5C 0 0 0 0 SEISW 48. 1 663 14 663 14 663 Salk 0. 0 0 0 0 Horz 0.9 0 0 8 Otherdoas a 11A 18. 12. 0 0 b 11A 18. 12 0 0 0 c 0. 0. 0 0 0 0 c q 0 9 Net a 14B 4. z 9 433 191 94 433 194 0 114 eposed b 12C 2 1. 0 0 web andc 13C 3. 1. 0 0 0 0 170 536 1 partitions d 0. 0. 0 0 e 0. 0. 0 0 0 0 0 1 0 0 f 01 0. 0 0 0 0 0 c 0 0 10 Ce'tingsa 16D 1. 143 243 318 143 2K 318 144 244321 221 375 492 b 0. 0. 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 d 0. 0. c 0 0 0 0 0 0 0 e 0. 0. 0 0 0 f 0. 0. 0 0 0 0 0 11 Floors a 22A 25. 0. 11 2B5 0 11 285 0 c 3D 778 Nob: rmm b 0. OX 0 0 0 0 0 c 0. OX 0 0 0 0 0 0 rsd sp',Br d 0. 0.( 0 0 0 0 c 0 for stab a OX 0. 0 0 0 floors) f 0. 0. 0 0 12 Irliflration a 2B.1 7.9 Iq 449 126 1 16 4491126 0 0 1 16 126 13 Sut*M bss-6+8 +11+12 Q m Am 3254 Less exbrnd heating 0«« 0 Less transfer 0 0 14 Dtrd loss 10" 20D 10'// a 10/1 24 10% 15 Total loss =13+14 1 - 35M 16 ht gain: 0 0 00 @1 0 0 17 St61ot RSH gaiK7+8_+12+16 1342 1342 321 1 Lass aderrrsl aooFg 0 0 Less baWw 0 0 Cooingredstrb" 0 18 Dud gain 10° 134 10Y 134 10'/ I 10°/ 1 19 Total RSH ga"17+18)-PLF 1.001476 1 AD 1476 1.00 1.001932 2D Air regtired (dm) 711661- 71 68 1 115 Printout certified by ACCA to meet all requirements Of Manual J 7th Ed. Ag& wrraghtsc ft Right -Suite ResidentialTM 5.5.06 RSR26013 2002-May-30 11:13:49 E:\ Files\Beazer 2002\VS 235\VS235 rsr Page 3 PnGt,)iTd ORKSHEET re 0% e DEL AIR HEATINGAIR CONDITIONING,R Job: ST AUGUSTINE VS-235 12-14-99 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 to I Nemedroorn UnL 2 Uw*d9qowdv" 8.0 ft 3 Imomdmasors 8.0 x 11.0 ft 4 Ce*xjs Cortl Option 10.0 fl TYFEGF CST HTM Area lased (Bhi1) Area Area Area MWE Na Hlg Cig Hlg Clg Htg Clg Htg Clg Hlg Clg 5 Gross a 14B 4.( 2 c Exposed b 12C V l.i c vxk and c 13C 3 1 perhtiors d 0. ( 0. e 0.( 0.( f 0.( 0.( 6 ximma" a 1C 37. c 0 glass doors b 8C 37.c 0 Flealing c 9c 38.1 0 f OX 0 7 Wirbrrsarcf North 23, 1 0 glass doors NEWN C 0 C-kv FAN 54. 0 SErSW 48, 1 0 South 0. c 0 Horz 0.1 c 0 81 Otheirdoors a 1 18.9 12 0 b1 A lea 12 1 340 229 c 4 0.1 0 0 9 Net a 14B 41 zi c 0 0 b 12C 2, 1 c 0 0 well and c 13C 3 1 a[ 252 94 partitions d OX 0. c 0 0 e 0.( 0. c 1 0 f 0. ( 01.. 1 0 10 Ceilings a 16D 1.1 Z 149 196 to 0. 0.( 0 0 c 0.. Of 0 0 d 0. 01 0 0 e 0.. 1 11( 0 0 f 0.( 01 0 0 11 Floors a 22A 25c 0'( E 27 0 room b i 0.( c 0 0 c 0. 0( Ic 0 0rd-.*p', ar d 0. 0'( 0 0 for slab e 01 OX 1 0 0 floors) f 0.c 01 0 0 1 1 1 1 1 12, ln*abDn a 28.1, 7.9 iq 505 142 13 SulJWloss=6+a.+ll+12 1454 Less aftniail haWg 0 LOW 11ralsfer 0 14 redstrbution D 101/1 0 145 OA 15 TGW loss = 13+14 1-5991 I 16 Inl gam people @ 300 c 0 Appli 120D 1 600 17 Sulolot RSH gwF7+8 +1101 6 1251 Less oftrel ax*g 0 Less tarster 0 Cooing redistritoubcin 0 18 Did gain 10° 125 DA 19 Told RSH ga"17+18)*PLF 1.00 1397 20 Axrequired (clirn) 511 E21 Pm-AaA cieffied by ACCA to meet A regumments of Manual J 7th Ed. Aftwrrrghtsoft Right -Suite ResidentialTM 5.5.06 RSR26013 2002-May-30 11.13 49 E:\Files\Beazer 2002\VS 235\VS235.rsr Page 4 Must have Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping LINE BEARING L I N 89°54'57'W L 2 S 89°40'49"E Map of Survey KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 6 28 L I DISTANCE 60.00' 60.00' LOT 28 o• v Q) U In CN N LOT 27 A" GRADING 9.188 SO. FT. 0 25.7' LANAI 10. 2 14. 3' MODEL FP-62 ELEV. 'D• W/2' REAR EXT. ONE STORY RESIDENCE FIN. FL. ELEV.:66.0 O.D1 15.0 M40'W 66'D 5.0' 1.0' no TYP.I w/ 20.0' L2 00 N C/ 585.37P., CIL CALABRIA SPRINGS COVE 50' R/W) TRACT F PRIVATE ROAD. d UTILITY EASEMENT CITY OF SANFORD ADDRESS: 121 CALABRIA SPRINGS COVE LEGAL DESCRPTION.' Lot 27. " CALABRIA COVE - occordrg to the plot thereof as recorded in Plot Book 60. at pages 8 - 16 of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X. occordng to the Flood hsurance Rote Map Community Pone/ Number 120289 0040E.Doted 0 4 / 1 7 / 9 5 . General Notes: 1. This is a BOUNDARY Survey performed in the field on Proposed 2. No aerial, surface or subsurface utility installations, underground improvements or subsurfacelserial encroachments, If any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, it any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference In elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes %' Iron rod with yellow plastic cap marked LB4937 or LS3182, or X*Iron rod with red plastic cap marked 'Witness Comer, unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Certification: Not valid without the a nature and the original raised sal of a Florida licensed Survayy,,,yyyor arr apThiymeetsthereQylto/ the F ' Minimum Technical fa a es oontNnsd f tGl7 Fonds Administrative Cods, A Oarae L. Priemieniecki, P. S. M. Registe rveyor and Mapper No. 6030 William R. Hen, P. S. M. Registered SurveW and Mapper No. 6092 Henn 6 Associates Inc., State of Florida LB 4937 0 o U'1 CN N) al LOT 26 369.09 N 89*40*49'W954.46'_D REFERENCED BEARING P.C.P. SETBACKS: Front 25' Rear 45' Side 75 ' Corner 25' Note: Bearinggs shown hereon are referenced to the C/L of CALABRLA SPRNGS COVE as being N 89° 40' 49-W. Vertical datum is based on NGVD per Engineering cons ruction plans by Burkett Engineering, Inc. Project No. 9709-3 1. Legend Temporary Benchmark OrS Offset assumed datum) O.R.B. Official RecordsBook BOW Back of sidewalk p8 Plat Book CA Centerline PC Point of Curvature d ntral Centralor (DeRe) Angle FCC. Point of Compound Curvature CALC Celcula PC.P. Permanent Control Point CB Chord Bearing PG. Pape co Chord P. R. M. Permanent Reference Monument C. M. Concrete Monument PrL Property Une EL. or ELEV Elevation (Proposed) P.0 B. Point of Beginning FINAL El. Elevation (Measured) P 0. C. Point of Commencement FD. Found P./. Point ofIntersectionFin. Fl. Elev. Finished Floor Elevation PRC. Point of ReverseCurvature I. P. Iron Pipe PT Point of Tangency I. R. Iron Rod R Radius L Arc Length RAO Radial Line LS Licensed Business RESesidence FVW Right-o- LS. Mee Land Surveyor Measured TOM TOTemporary B TemporaryBenchmarkN/ D(N&D) Nail and Disk TYP. Typical N, R. Not Radial Fence symbol (see drawing) X— X• Fence symbol (see drawing) Sketch or Legal Description This is not a Survey ura. n ey: en Checked by: OP Prepored For: BEAZER Job Number: 01-005-02 Scale : 1,- 30' Plot plop performed: 11-04.02 Fance LocoItoo: Foundation Survey: FinalSurrey: Revisions . i M I A M 1•DApE PRODUCT CONTROL NOTICE OF ACCEPTANCE I'C'1' Industrics 1070 '1'echnulogy Drive Nokomis ,FL 3.1275 n11A,Ntl-DADS COUNTY. FLORID,\ INJE RO-DADts FLAGLER BUILDING BUILDING COIF: COMI'LIANCF OFFICE: METRO -DADS. FLAGLER 11UILDMm', 140 1ti'UNT FLAGI.I{R S'1'REE 1'. SUITE 1603 MIAMI. FLORIDA 33130-1563 005) 375-2901 FAX (305) 375-29(1.x CO r (AC-1'olt LICENSING S -I.ms 305) 375-2527 FAX (30S) 375-2Sc\ CONTRACTOR ENFORC'F:NIEN 1' 1)1'ISInN 305) 375.2966 FAX (305) 375.2Vt S PRODUCT C'().NT1401, 01VItil().N Your application fir Notice of ncceptance (NUn) of` (3n5) 375.24M.1 FAX (301) 372.6339 1 "x Std. Nall - Aluminum Tube Clippecl Mullions under Chapter A 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 -DadeCountyBuildingCodeComplianceOflicc (UCCO) under the conditions specified herein. This NOA shall not be valid alter the expiration date stated below. BCCO reserves the right to secure thisproClllCtormaterialatanylimefromaJobslteormanUfcturer's plant for quality control testing. If this product or material fails to perforill in the approved manner, BCCO may revoke, modify, or suspend theuseofsuchproductormaterialimmediately. 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 FloridaBuildingCode. The expense ofsuch testing Will be incurred by the ninnufacturer. /Z / ACCEPTANCE NO.: 00-0912.05 /--/( IL 0 EXPIRES: 06/2g/2006 Raul Rodriguez Chiel'Product Control Division THIS 1S TUr COVEj?S11rF.T Slit? AIMITIONA11 VAGF.S FOR SPF 1F1C AND GENF.RA1, CONDITIONS BUILDING CODE g. PRODUCT I2FVIT:W COMMITTF.F This application for product Approval has been reviewed by the BCCO and approved by the BuildingCodeandproductReviewCommitteetobeusedinMiami -Dade County, Florida tinder the conditions setForthabove. APPROVED: 00/28/2t)O l 045000I\pc2000\\templates\notice acceptance cover pate.dot 9-09-- /" Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance OMce Internet moil address:pus lma%1cr,ljuildingcodconlinc.com a llumepagc: llttp:/hvNvw.buildingeodeunline.eom PGT Industries ACCEPTANCI. No.: 00-0912.05 APPROVE[) JUN 2 8 2001 I.xPIItI.S JUN -2 8 2006 NO'I'IC1: O1, ACCI I"I':\NCI:: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (Sf13C), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The I"x Standard Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documcnts: Drawing No 6620, Shccts 1 through5oF5, titled "I" Std. Wall Mullion Arrangement Detail", prepared by manufacturer, dated 4/2S/00, signed and scaled by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami-DadcCountyProductControlDivision. Thcsc documents shall hereinafter be referred to as the approveddrawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, asShownintlicapproveddrawings. 3.2 for Design Pressure Rating vs. Mullion Length and Opcning Width, for either Ix2x.125 (2 anchors) mullion or l x4x.125 (4 anchors) mullion, sec correspondingb table in approved drawings. 3.3 Window sizes and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with theapproveddrawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state andfollowingstatement: "Miami-Dadc County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of tlic following: 6.1.1 This Notice of Acccptancc, with mullion option indicated. 6.1.2 The Notice of Acccptancc of each door and/or fixed lite attached to mullion. 6.1.3 Duplicate copies of tlae approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents required by the Building Oflici;rl or the South Florid; Building CodeSFBC) in order to properly evaluate the installa a of t ais system Manu Perez, P.E. Product Co Examiner Profit oratrol Division PC'1' Industries ACCEPTANCE' No.: 00-0912.05 APPROVED JUN 2 8 2001 E.X PI REIS JUN 2 8 4.006 NO'TECI-' EO ACCE:PTANCI:: STANDARD CONDITIONS I. Renewal of this Acceptance (approval) shall be considered after a renewal application lists been filed and the original submitted ducttmentatioil, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the nianufacturcr's panic, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required docunientation initially submitted, is no longer practicing the engineering profession. 4. Any rcvision or cliange 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 bccn requested (through (lie fling of rcvision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or process. b. Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or any other purposes. G. The Notice of Acccptancc 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 Acccptancc is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failaarc to comply with any section of this Acccptancc shall be causc for termination and removal of Acccptancc. This Noticc of Acccptancc consists of pages 1, 2 and this last page 3. l.N1) 0 F 'I'II IS ACCE PT ONCE. Manu • i'cr , 1'.1=., Product Co tr6i •xantincr Produ aturol Division I ANCHORS: IyPL.'B1. iyP. T" OR 'D" MULLION BOTH (NOS H GlA7M+C QAZWG PRODUCT PRODUCT ty w - wl+w2 2) WINDOWS Mlll.! n TO ETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACE 5 OF 5 AfAX OPENING = W OR W I +W2 MULL LENGTH = H AIICHORS: TYPE "8 , c- OR -0 r_w__l BOTH LNOS PROOIICT 2 IIYP, H MULLION Hl PAOOUCI NOrCS i. FOR ANCHORAGE TYPE, OUANTITy AND LOCATION REFER TO SHEETS 2, J AND 5 H - HI+N2 1) WINDOW MULLED W10NE ABOV FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACE 5 OF 5 MAX OPENING = H OR H I +H2 MULL LENGTH = W 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX OF 5 UNITS J. MULLIONS ARE APPROVED FOR IMPACT do NON —IMPACT 4. REFERENCE TEST REPORT FTL-2902, 290J AND 2975 TWE ' A' IYPLiAHCHM. TYPE. T' OR 'D' BOTH E DS l H GLt7WC PROOUCf N Y fyP. YULUONY7 H CwAc Cwoc PRODWI PRODUCT WI WI W W - Wl+W2 H H1+112 2) WINDOWS MULLED W/ ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M 1) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR WI+W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = Hl ANC, nPI BOM I— W 7—I—W2—I—wJ—I Ww - wt.w2+wJ Il + HI+H2 MULTIPLE WINDOWS MULLED W/ ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING - H OR H 1 +H2 MULL LENGTH = W OR WI+W2+W3 M4) M0 OPENING = Wl+W2 OR W2+W3 MULL LENGTH = HI APPROVE0 AS C0WFLYY4 -* " ME SOWWRORW IMOING m wlo t*MOLoms" elrtionlCtaoE collPLuncE arfla ACCE TANCE N0.00 - /Q l i .o: v... P. J.P. '4/28/00 INDUSTRIES RobeEt L Cl k, . ARRANGEMENT DETAIL rw; mayI" STD. WALL MULLION P. E. 039712 1070 RTMV OGY Vftt P.O. BOX 1J2Y s ri../Y.a.L se.l.: S" I., a..:. N.. eoxows a J4275 Harass, n J42214 MULLS NTS 1 r 5 6620 PC r. 1. MULLJON 2' OR 4 Ili r.K sms Clip CUT amcls Oil- Or UVLL CLIP ro rom MIN.— if ........... STACCCqCD &I OPPOSITE SAILSWxtov AS "'Or IIIu50 ISI Lt S 5.0— ACM QrNM) 112 S (19911ALLFASTENERSU WLW or Wml ony CoLAPPIRMCD SEE nor[ /I IOR I MULLKILLIONL j PC I 1- -14001 c, TYPICAL MULLION To AiLILLION INSTAI f AT1ON 1- 2' OR 4' —1 112 F.#t sus S FACC(00 0,VMIN.— Sws so As Nor ra i. NITAmf klpf F - - -------- - - LA*c0m0'0'fffhLR) ow r%rpeLcor SEE NOTE 11 Ij MIN, In, now SCREW (ifill) 11 PcNCYNArJ0V INTO WWO PJCK'ALL rAVMVCRS umK &DC CoLwrr t. APP" D. SEE Not( I II. FOR MULL SIZE AND OUANM OF ANCHORS REQUIRED SEESHEET5. FOR ANCHOR LOCATIONS SEE SHEET J. QUANTITYOFANCHORSFORMULL —TO —CLIP IS THE SAME ASTHEQUANTITYOFANCHORSFJ?OM CLIP —To —op NIN 975 2. REFERENCE TEST REPORT FTL-2902, 290J AND 2E G. Ao-aRTANT OUANTIrr F ANCHORS SHOWN ARE FOR A PICTORAL REPRESENTATION ONLY. FOR CORRECT QUANTITY Or ANCHORS PLEASEiiiiiiTOCHARTSANDFINDTHECORRECTMULLSIZEANDPRESSUREREODFORYOURSPECIFICAPPLICATION. P.C. T. h AIUUJCW 2' OR 4—1 bow OWN 182 rm sms. Riumo ra SfACCC*6 CW CT4.CRE7T OPPOSW SOTS 000 MIN. ( 50 AS WOf TO sucm . ............... WTOUTRC r. L4CM OYN[ fi) 6—d 21 (ram), SEE mar[ p MINn. 4' YAPCON ( 2461) ll'CI MIN, l MnZMaOR0, Sn&XnA All fASY[WCOtS M BE t0w( cvwrr APPROVED. Sir Norr III TYPICAL MULLION To sTgucrugr WITH woop BUCK REMOVED -FROM CONC. TYPr -C - P.C.r. 1, AM&LON i MIN. OW TV r— 2' OR 4 * —1 TYPICAL MULLION TO STRUCTuRr Wiry WOOD fi(J(. K ANO Wrvpf—:E firm. S.Y.S. STACCffifV ON opposircSIDS 50 AS NOT 10 NFENTRE wrm C<n omcfi) SEE sort 11 uw. 4' IAPCIOW (7 461) un. 'I PfmmAnomwro C&4cscm OR sLacmSnkChWC. All FAVENERS musr BE OW COUNTY A"fflowv. SEE Norr Is pv.fi W. 0- 1-128100 INDUSTRIES -- CLIP & INSTALLATION DETA 1 STD. WALL MULLION Robert L al rk. P.E. #39712 joya ircimmyoR*t P.O. Box 8 29 5014J/&fd.4; Stnimirml mKouff, it vin maKaws. a j67?4 MULLS NTS 2-5 APPROVED AS COMPLYING —4 IME SCUM rkomDA@ujLOlNC er PRO* TSANTROT pNSIOTT BIALDING CODE COUFtWXE OffX( ACCEPTANCE NO 1*0 - 0 9 M.- 9 A a IMPORTAN I QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT OUANT17Y OF ANCHORS PLEASE_ REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR POUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL MULL SIZE q' I x 2 x 1 I x 4 x b 8 MIN. FROM ENDS (TYP) 14 MAX. 4AX — — 8 MIN. I--A' II " MAP 1 " MULL CLIPTWO (2) ANCHOR LOCATIONS _FOUR (4) ANCHOR LOCATIONSEXTRUSIONOMG / 1099 EXTRUSION OWC / 1099 2l 4 3 MIN. FROM END (FYP) i" MULL CLIP W/1AB REMOVED TWO Z) ANCHOR LOCATIONS CXTRUSION OWL / 1099 MIN. FROM END (TYP) 91- A' I" MIR L CLIP W/TABS R MOVEO FOUR (4) ANCHOR LOCATIONS Ex1RUS10N OwC / 1099 OPROVEO AS coo I+ tatSOUTHff((f11 1 for 9 = U n' j KKOW.'. CAGE COUPlW10E Off srrre,..rc n 00-091.1 P.J.P. 1 0"'4/2B/00 INDUSTRIES MULLION CLIP ANCHOR LOCATION R[ Cc e STD. WALL MULLION- REFERENCE TEST REPORT FTL-2902.290J AND 2975 >t/ V 21 Z_ IOYO TM LOGY ow P.O. sox 1529 n.... sco.: S""'., O—j .. NOKOYI$ n 14275 NOxOWS. n J4274 MULLS NTS 3 « 5 6620 1x2x.125 _ OPENING WIDTH IN INCHES 2 Anchors 80 I 90 100 110 120 130 1 00 4 2 129 j 115 107 1 104 103 103 1 103 103 1 103 103O488373 _ 67 63 61 61 ( fit 61 I 61 6150.625 70 1 61 55 1 52 50 49 T 49 49 T 49 49n Z m Z w 54 601 631 66 72 76 78 51 1 49 44 1 41 41 35_I 31 1 29 35_ 30 27 24 30_L 26 23 { 21 39 27 38 38 26 25 22 21 38 : 38 25 1 25 2d I 20 38 25 2023 19 18 18 1 17 1 17 17 23 20 17 15 j 16 20 17 I 18 15 84 00 1441 I A 4A. I LJ _ Ut'tNINU WIDTH IN INCHES 4 Anchors 50 : 60 70 80 90 100 110 120 i 130 160 i 42' 170 1 170 170 170 48 170 :170 170 170 50625 170 170 1 170 1 170_ 54 170 I 170 1 170 I170 60 170 170 ( 157 i 143 6 3 _i70 160 141 ( 128 170 17: 170 , 170 170 170 170 170 170 170 170 170_ 162 170 .i 170 158 I 157 170 170 id 157 157 157 134 127 : 124 122 122 122 119 112 1 108 106 106 106 6 6 170 145 I 127 115 106 100 1 96 93 92 92 72 142 120 105 I 90 95 81 87 74 81 1 77 69 65 74 63 72 61 71 5976120102 Jf 78 111 94 63 74 68 63 60 57 55 53l84 90 68 75 65 I 59 53 ( 49 I 46 44 42 40 72 I 60 53 I 47 43 ( 39 1 37 35 33 31 f 96 108 59 50 43 j 38 35 32 I 30 28 27 24 41 35 30 27 24 22 I 20 19 18 16 111 38 j 32 28 1 24 22 I 20 1 19 17 16 144 17 ? - I - NOTES: I. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL —2902, 2903 AND 2975 Robert L Clark, P.E. P.E #39712 Structural Vertical Mull Mutt Length Opening Width Horizontal Mull Opening ED Width I_ Muff I Length — Multiple Mulled Units Mutl Length 1 I I Opening Width CUT Oo w By. Oxc P.J.P. 4/28/00 O.wylic INDUSTRIES PRESSURE CHARTS 17' STD. WALL MULLION IOM IrcrMOtocr maw PA ter 1379 S.'ks: Nat R k: narouM n 34275 .rases n J4274MULLS NTS 5 5 APPNOVEDAS COMPLY iH sourw L tla, 1DIE er J PrjjAOL oirlsAOH OW O91G CODE COMPLIANCE On 00 - 09, a. 6620 33 TYP) 2 1 x STD.' WALL MULLS MAT'L: 6063—T6 NOTE.' 1. REFERENCE TEST REPORT FTL —2902, 2903 AND 2975 W. P.J.P. INDUSTRIES PROFILE raw41 Robert L k. P.E 1 STD. RE #34712 1070 rrcmwtoa At* P.O. Rol finStnxlwwNOKOUMnJ4275NOKo" n J#2741 TYP) WALL MULLION vi,t/Nad kw: SAnI: MULLS NTS 4 -,5 KPROVEO AFI DATETMn S CCOWLYW' WTH SOU[ C 1 By _ FROr&X0ClfTRClLWSM / smaING CODE CCuKU," CE an ACCEPTAWF Na0 0- 01 A t. Na 6620 i MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) WINDOW FRAME HEAD TYP.) INSTALLATION ANCHOR TYP.) 8 SELF TAPPING SMS (TYP.) SEE NOTES 2 & #3 D ° v DWG NO: GEN-0453 D D MULLION D ° 1-7/8' ANCHOR INSTALLATION BRACKET v ANCHOR TYP.) MULLION lDIIEE NO. 14}47t=b AC` URER NAME: MULLION A . A. --,A, _ DIE NO. 1447 FILE # 6 SECTI N B-B v 1-7/8' a 1 SUBSTRATE 1-7/8' SECTI N A -A NOTES 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N0. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. A B B 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE' FIN HORIZONAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1447 71PAREA, __-- DiM BB APRVD —— —— DATE'3/17/02EXTERIRELEVATIN.`f DvGVT/FT' ---- SCALE' HALF MAIL, NO GEN-0453 porvAprn qYr pRomxi TEEtWLOGr EORo. 250 INTERNATIEO'.L PKWI., HEAiM.OV, FLORIDA 32746 PHOK 407-005-036-3 FAX .07-M-0366 4" CAULK BCTVEEN- WOOD BUCK 6 MASONRY OPENING BY OTHERS CAULK BETWEEN WINDOW FLANGE 8 WOOD BUCK CONCRETE OR M4SONRY OPENING BY OTHERS 114. EXTERIOR FINISH - BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER WINDOW EXTERIOR HEIGHT FLANGE TYPE - WINDOV FRAME SILL PERIMETER CAULK BY OTHERS a EXTERIOR FINISH BY OTHERS CAULK BETWEEN WINDOW FLANGE a WOOD BUCK CONCRETE OR IMASONRYOPENING BY OTHERS CAULK BETWEEN WOOD BUCK 3 MASONRY OPENING BY OTHERS C r r i l E.! iN 1 ONE BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/16' DIA TAPCON SHIM AS REO'D ScE NOTES) U 1-1/4' MIN C EMBEDMENT 1/4' MAX. SHIM SPACE BUCK HEIGHT SHIM AS REO'D SEE NOTES) ONE BY WOOD BUCK BY OTHERS 1/4' MAX SHIM SPACE a 1-1/4' MIN. J EMBEDMENT INSTALLATION ANCHOR 3/16' DIA. TAPCON N07ES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6053. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD. SILL h JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 61 DESIGN PRESSURE CAPACITY OF WINDOW 3 INSTALLATION IS LIMITED TO 40.0 PSF, 7) FOR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASONRY OPENING. USE 3/16' DIA. TAPCON TYPE ANCHORS GF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4, EMBEDMENT INTO SUBSTRATE PLACE ANCHORS 6' MAX FROM CORNERS 6 24' O.0 MAX BETWEEN. 8) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS BUILD DOWN MUST BE DF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE 9) 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 1,450/1550 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEM. CENTRAL FLORA B.®.A.F. MANUFACTURER NAME: GA/EId &k M.S i ER •" l—LE # p1 WLVDOw WIDTH ELEVATION VIEWED FROM EXTERIOR N9 Ow wit HT HE MAX Ar , SH 4• SPACEBUCKVID1K SHIM AS REO'D SEE NOTES) 1-1/4• MIN EMBEDMENT FLANGE TYPE CAULK BETVEEN WINDOW FRAME WOOD BUCK 6 JAMB MA j'Y OPENING Q BY OTHERS 4 GLAZING OTP L INSTALLATION ANCHOR SEE NOTES; 4 3/16' DIA. TAKEN ONE BY WOOD PERIMETER CAULK , BUCK BY OTHERS BY OTHERS EXTERIOR FINISH CAULK BETWEEN BY OTHERS WINDOW FLANGE WOOD BUCK VINDDV WIDTH CONCRETE OR MASONRY OPENING SECTION 2 BY OTHERS WINDOW WIDTH - ELEVATION VIEWED FROM EXTERIOR, PRE'u:_D 9"=400uC' TECHNOLCC' CCao 250 NTER-A7,,,ru, P{Y,. S.,:IE I5C. - A;lg0W. F..3; :A 21745 P-On, 407 805-0.65 -Ax .0.7 205-0365 tAff 3 BOWEN ENGINEERING' CORPORATION EB50265 16211 VA99AR STREET OFL- AN . FL 02604 I G-, I . x ejIi ,, v f -1 " 0 - Uck_.. SEC J013 No, 409 NMtE _. SWEET NO, OF CALCULATED SY DATE DRAWN 9Y DAM 5 i L-L , 'e— @ t4E.& D E le 5 I 1 o,s S TV a 6 6o Ri t A (FLLA . Bwir., cvf)a Lamsr E9 #T7ou K a v 9 1 S p( pt.A . lbL.Qb . G o 06 LAT>&T) e.D t m 04) A)1 E o ol o-islFc 1 A-fria Tee OQo#p.J a • r . MAX w/ c;L /lip TAP co.j 5 aa E. 1 RE r.+ ro s. CZ N E..s' 0 1'2ecQ I5A U 5 Ot =f. Wi oftw 4A099 W q E S A+ EJ Cy .G"fff1C b7OCOac0,2eS, MvQ4 o2 -17 pE 5 CAST C.2.Wo Add A,, t'!4 r.A ws e e deb 4ottiI •e CS, I;,,. -. nAs: Jpae QNv PG IJeEe RECo ME l7 e470—s IV 120 h p P i pl l proQ 9 ^ayi..-.i.r '0 tvpw *AF 6'. ToIlO.., JUL-26-2002 02:52 AM P.0 M, c A r OI YY! N 1)12•NIe '" t w,w To. Tw'Ir 1( &iQAfMLh1 6owl, Pies 1 01 i TIw1let e ,IIIM ID, i00i 1 IMM HUMANE ENMEEAww & TESTING INc. U04 orm dl'tait 4* hasurs Toss --- July 12th, 2001 REPORT NUMBER: HET141-1042 h AM)FAC'I LIM: Wia, Ina. 9300 Phir Drh% Suite 107, El : ftft, CA 91731 Thi'1' 1,(X:AT11 N: HtttticAft Nnpine r*1 k Teetin.1 Inc. 8932 NW 64 Sttwt M. aid FL 33166 NOM CATION NO: IM1101028 thfI&I ,DADD COUNTY, TLORMA) 92CC1 LISTING N0, : TL - 9MA I -AN CKR'Pllrlr'A1IONI NitMY.K; 01.0417.03 PRODUCT; HuIImY Cil-1816 DIMIk Wal1lWhldow PRMUCT DESCRIFMN; N0110w G1oN 8locb Nominal Di muicoo: 7 314" x 7 314" x 4" PRMUCT SMR! T" wide x 72" hi8h DRAWING NUTAER; "-I& Al OMW CaDorOd0s. DMW 4.12.97 NOTE: hMT1 r1wNwd drawtaX b un IrtllrXrul Nurc of (h14 r&pM DESIGN LOADS 00; +•Ss ad 4K TEST WrMIMED BY: (full orpurtw) 3yed Wets Ali, FLI). (HETI) Mr, Udy Phoupe WTt) Mr. Leaw io D. 3rjoi, J.1. (Mr11 WCT1.M."WaRNOINER: HectorIu. Medif a, P.B. OST ) U32 NW eMh VhM, lohM. "s, 331 ftRhone (Sol)101&L10, fors "a, 0?.7023 IAp:•' ow~d M"Wf0HF4. Aln Ir 11 9ra r .u..w •1 A, A .MA.L.ZIY fiv RM,K y: t1 n t.,rrrt %" Pit **vA% rw6"d nwyAX_ Z Ma fton"#, JIRO 0, IM Wa " Consme"Ilon Desna PRODUCT: Amd Hello" Gus@ Block wall/windowDERwrtomOFUVrr 72" "Ids t 72" high r °.—L mS: Nona fixed MATUUAL CILARACTMUOTICs Glmx6v Mat"WS 7 V4" x 7 3/4" x 4" Hallow Glary Hlaelar Obuting histIND& AeeirlZ Olen Black Molar arooesdlsg AST l sv7 tt r TypeSmolar aYuiA OPEN: 72" Wade a 72" high w Mr-wippieg: ma cc 8si oloot: all OUT L sit. S BLOCK a.a. PC". narw. now. 719 lwrisoMeai jointr vvWO reWc osd with s I-S.V, widebori:oatal ladder typo W n C. vtin steps) steel soppon 0 1J1" des, vrlrr} 100% simoom .+alum was applied along the outer pa ilsombs %mm wood busk and glaw blacks. r naps s Bloolm "era inaailsd is a 4ot10 ttox+inal SYP 92 wood !tams. IN41TALLATION PBRLVIB78R a 1•314'b x 24"x 0.037'• tid%* sap Us vas bonded to the PwiuwtGf glow Noslm sad andwrud to tiw spbnrshm with (2) A10 x 1 1rt" wood sows" with vrsthme. srPOR Na MU0114042, her a or s. If P_ ?f. I--.*.,. JUL-26-2002 02:52 AM P.H4 Fe4 fit(11NwlAR , .f' TN1M•Rd rN } * Pw MNya J,, R =lam! FIt T eW R M&S Pr01WffD MWPOW Didion i110h 1 p Dtlleotion Bohn Not Dedooticta inchm W inchm) weandds) P Load H tat t64 r1,n1I fl.ofl 1 (1.07 1 (1.IN1 I GI I ZO 1. 14 0.112 n.12 ILtN) i R—wri ir, Cwt ) And 12R tl y p,ll lO, b LOTS1 94 1 31) N tive Half tot 44 n.OR on ON OA 11N1 1 10 Dain 4ts 0.24 0.02 O.ZI 0.00 1 100 30 Tat Load- 130 0.37 F 0.02 0,33 0.01 1 9 30 V-••-........ s... r.w pw7u nwo In amurcranafi wim AgFiM 8g.pV.", Concludat Ths " Am atu tw" la oeoordaaoe w th Protocol PA44.202 of MiamiDaleCounty, VIM" wWwaatMY49VULICS04UWtacttheP" m mull ttfgtfblenaettW OCASTM 9330A0. h &IwvA go RUWcXMt& of SUtithMBnd&4 Cock onWan 1707.4. rho efamplc waas intact at *A OOVAWW 0f eachtest, N07h', % he 9brM rt WAYvere obtained uung the dur(gnrtted war methods wttoh tndtearftf: eo rtpltanee withrAt ptrfosrrwmcg Muff+emnrtr of the rRfirfitcfld apecj/watate, Thu report do w WX cotunwe cerrp704110n of At apecownsf attd, SYod WSW Ali, Ph. D, P.E. Pruidont Hoct" M. Mara, ROW NO, HLITI-O"042. tip 3 M A. V1 m I A 4 c ya t. OOOeS 1! TO Y-W on„ DMAM or [e) une"a(gaM1,t OOOMS WAS r-o' Nb Comm a SS) stC1CNs Opt =4 B n u rf. PRl slat w+Tfo sM D-ao w. fiY„LftifMO, MKID-OM OORp, AHED A MM[D-YI R rot env Arum ro sots or s1e1 sKx 9-0 LAP JOMB. J' TALL U-WA , 20 CA GAY. PRL IIRI. s1AD S=W t b K9 d 3 r T 1'Nw A -A (eer ynf 4 Y m= 3 MfE01 !(0/fobiDOOR 2 1 REV(SiONS DATE: I ECN NO. APPVD 11/00 - — I OTY (t 20 G UK m swn ATWc/p TD 00 MomW KIN Iu aCE TOCiI-tDC sr5701/ WM T IV C. AMMLAcuma SAVt !a1ROMf "Aw KIN U.Y. COATNO ON OU4CC S7bAOI M".3 VO fcffR OM ,f 5,60WO MAMA RpRto UL SL71[YS IrM i CatRrlOweelnDICIw<aOKq ro AOrOI • RUM tCKANORMYACC „O1KOL'IN J116 b KDI 1RAI6rp COLD. w Ynow mw VOL= "m 9/0ACG'" UK YL1f10UI[ RRNHER Rys/e' M f" SCM 4f Kne' . mIR - M CI[75S/W. 0 Sf wn ,SR &M 1 N AK)Oe5 b 71 cl7stpS (O-MO 1mOw ]/f M•t1 DESCR1PTx WAS ( 2) FOR TRACK BOLT 1 HMIOM011 IAL067N10tL portt LJ G t:,lr. sRR RAO n„am. 1ACHElAS7R 10 MOOD AM KMt mscam211CL- COME13alm km DOUBLE I LOW A011WWW AMRAnf AS N Y GLK Pf]1 iMCIC, - ,I. tr iRLOt T1,CK0[ffi .OfO' - ', s 1st. 7-1/Td7 a zx am iwcK M '..'. tMaleMtunstosxtlw rot norm 1< YA ODK 11 3 mf7 tvAL Sotm :'... TI SELF fA u TTn _wr fs ra efIFMeFTfui! '. 4 Wes. GWDom"VmM6IMiL1 (TO SUIT) MV IATCII fOURS `/••N' WKN umm OM 17-1/7' ammm cum / `7/2 e' LO. AIaAC rtTMTeTtf- PLR W Oft rDOMX 7%1". A 1 rdMCRlf)a wawm oc"o KIN / MSRM[R (OK POt KOLLff) KIT m" DO[ sNV LA" OTT smw ARTtDS. , Do. m Nuo" WoLotm Y OtLr. SRfI tgAOn fAMILNED roff , e u rxr S1LR cfMRe n, f0 ./(•) W" so[ a Dom. LR„T VK Mt AMOCMf Tnr K EDIAOOWAn 17 G l s t RACK MRA o To !AP f'7rt/ OC Si\(.s"t" l, . +.ctµSfM :. RT ,Ktµ "". STif { i SLTKAM malroma JW DDoml 74OK ATTACHED iD M. SRK]ffi 1f6 S Qi 14'tK sC JKIlS1 I Tawv. a suD. MMN OMf ,/A 11. NLT f TRR fAt If-0. .• Sfll 7A/PwO RCENM /Ot EW IMOf. DR „D ,,,- Tf, a *A OURIOfKCRD ',. 111AIOLCSRR [ AC M Y ON SNOMt SRO. 10 SYl'Sn ELROLLER. Ab1SRLSIREOD ME fltAKA/CN Of JNLm fh ODYAC . ANILON MCSILRTKLD» f. r.s/M• ersof „Afaj sT RnDRt iT rw ROLw, sR! 1000 LOCK sm tR. vlLt u,T.. 1ma Dnnr ocActs T0 w RApt OM9ALLmog-zM OLY a M sDF ME rG nms*OML. RppTts DESIGN LOADS: 0 P PSF & - 0 F ACM SIXSIWLbMR[SPOTMMRDi W M MpMe N A or 20 fAaLY. SRLI o- to fTC LsUKOM e0.T TtLrTOLLOT DOOR, K[:ORD !p1 M MtAt C OR Soft TK w M "OIIMNOf TEST LOADS +36.0 PSF dt -37.0 f s-1 AflfAT fL[. iMO V-WAS SR[ lOLtl 1TGO!% : 1/ T, ,. ,Kw [lAK[M eufnvc r1,K5 rpM Laos I/S,[D b m swcf eK mo . rTR w %e,o11 OR U-Wt ON NEXT wro usM(oN,- Mel ORM.M. AL® NAL ILteeNL PART NO.: 3G CC" tfSM ATTACHED =K. r. It tI _ "°"` IDEAL e]/4• Stf/ UA/rw6 SLTKMS IDOL b • >1 Q(CG ex C+Mw/Hrwrr , W,ns RAN O1AeT_ iw 31T MtOM 3 SrN tfOD tDanaN. ufa,4ot' _ e T""rc r aioM. uD+o ,+Mars oR TOLERANCES en CnclRnoll, OH 45212 W 41oA • e.Aww n..w ti .+r +, M b 1-513-J91-rmD P !, : • . r t. ,.e.a ..afrt.,.t .D _ 3.OJ rMrMser st FK KA 1-513-K2-1S19 went nevi .00 *.CIS ypG<ympy .w.i r w ..a N DESCRIPTION: MDDEL GRST W4 16-0 R 9-0: 24/-24.5 DESIGN RR MOTION911Au[T. .r.. fr i.ee. w +rt M ,000 _ 3.DOS LE C f)pj owo _ =,DOT DRAWN By BMM DATE: 4/18/DD SCALE: NTS DWC soN iRfvit[':LVL lJ TIiL ///'d/' Degrees 31/S s1s. AT _ L Third Mg;e ^ CHECKED BY: MWW DATE: t/iB/00 SHEET t OF t SIZE 1T A`' _ PrgeclifA (f }+ -} urns stewe pne..w J D.. LNsgws ARE w w(:N[s. DWG. NO.: 102178I REV. NO. I 2 1 ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE k W000 BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER EXIERI WINDOW HEIGHT FLANGE TYPE WINDOW FRAME SILL PERIMETER CAULKBYOTHERS SHIM AS RED '0 SEE NOTES) INSTALLATION ANCHOR 3/16' DIA. TAPCON SHOWN CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS d 1 1/4' MIN. Q EMBEDMENT 1/4' SHIM - SPACE MAX. BUCK WIDTH 1/4' SHIM FLANGE TYPE SPACE MAX. WINDOW FRAME JAMB I PERIMETER CAULK BY OTHERS WINDOW WIDTH EXTERI CAULK BETWEEN WINDOW FLANGE - WOOD BUCK ONE BY WOOD BUCK BY OTHERS 1 1/4' MIN. EMBEDMENT SHIM AS REO'O X (SEE NOTES) d CONCRETE OR MASONRY OPENING BY OTHERS Q INSTALLATION ANCHOR 3/16' DIA TAPCON SHOWN SECTION 2 WINDOW WTH. A 8 C D E SILL STOOL / K 2 BY OTHERS WINDOW HGT. F G Q H I CAULK BETWEEN WOOD BUCK do MAS'Y OPENING BY OTHERS BUCK HEIGHT CAULK BETWEEN WINDOW FLANGE do PRECAST SILL WITH VULKEM PRECASR SILL 116 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 CFNFRAI NOTES: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD h JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULXEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 4) APPLICATION OF VUUKIM 116 ADHESIVE CAUL( AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAUL( FOR PERIMETER SEAL AROUND 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 OUAUFIED. 7) GENERAL ALUMINUM'S 1 "0 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1540 INSULATING CLASS SINGLE HUNG SERIES. EXTERIOR FINISH BY OTHERS 1 —*-1 ELEVATION VIEWED FROM EXTERIOR Q;JiTLALFLIJ'F,MA. Kt\ VFEtLTL' NA-laa4I nJF=R,a Al. A1. rtrAJ uM E8'._ VASR [' q. IT Y A COMPARATIVE ANALYSIS do TAPCON ANCHOR LOCATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS WIOTH/ HEIGHT EXTERIOR INTERIOR HEAD JAMBS SIZE12 19 IA X 26 99 99 a F,G 13 19 1/a X 38 3A 78 78 8 F,G 14 19 1/5 X 50 SA 59 59 a F,G 14+ 4 19 1/o X 54 SA 54 54 g F,G 14+ 5 19 1/8 X 55 9/6 52 52 8 F,G 15 19 1/$ X 63 45 45 8 F,G 16 19 1 X 72 40 40 F G IH2 26 1/2 X 26 611 B IH3 26 1/2 X 36 3/8 51 51 8 F,G 1H4 26 1/2 X 50 5/6 44 44 8 F,G IH4+ 4 26 1/2 X 54 5/8 42 42 B F,G IH4+ 5 26 1/2 X 55 5A 41 41 8 F,G 1N5 26 1/2 X 63 40 40 B F.G 1 6 1 26 / X 72 40 40 R F G 3OX2 30 1/2 X 26 56 56 8 F,G 3OX3 30 1/2 X 38 3/0 44 44 B F,G 30X4 30 1/2 X 50 GA 40 40 B F,G 3OX4+ 4 30 1/2 X 54 5/3 40 40 B F,G 30X4+ 5 30 1/2 X 55 5/4 40 40 B F,G 3OX5 30 1/2 X 53 40 40 8 F,G X 4 40 F H 1 22 x V 51 51 e F,G 23 37 X 38 3/8 40 40 8 F.G 24 37 X 50 3/6 40 40 a F,G 24+ 4 37 X 54 $A 40 40 8 F,G 24+ 5 37 X 55 $A 40 40 B F,G 25 37 X 63 40 40 B F,G,H,1 6 37 X 72 40 40 a F G H I 4826 49 x 26 46 46 B F,G 4836 48 X 38 3/6 40 40 B F,G 48M 48 X 50 3/8 40 40 8 F.G 484+ 4 46 X 54 &A 40 40 B F,G.H,I 484+ 5 48 X 55 SA 40 40 B F,G.H.1 4863 48 X 63 40 40 B F,G.H,I 32 53 t/6 X 26 45 45 B F,G 33 53 1/& X 38 3/a 40 40 8 F,G34 53 1/5 X 50 0/11 40 40 B F,G,H.I 34+ 4 53 t/a X 54 5/6 40 40 8 F,G.H.I 34+ 5 53 1/8 X 55 5/8 40 40 B F,G.H,1 35 53 1/6 X 63 40 40 B F,G.H,136 53 t X 72 40 40 8 F G H 1 NDF. 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 j6 SCREWS O SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES. 5) F EXACT WINDOW SZE IS NOT USTEO IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE OESGN PRESSURE REOD. PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKY., SUITE = HEAIHROW. FLORIDA 32745 PHONE 407 806-0.165FAX 407 a5*-owa GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM FIN HORIZ. MULLION MULL SPAN> WDW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT d APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-M5 / FAX 407 805-0366 CA020040 12•Jan-2002 01-1201 PFRE CAULK F—A:,,GE TYPE HCA EP F-ANCE EP:mETER CAUL' By CT,E?, EXTERIOR By CTHEPS CAULK BETWEEN WINDOW F-ANGE L WOOD SZ;C,.( CONCRETE OR MASONRY OPENING BY OTHERS CAULK RCTEEN w[]Cn BuC, MASONRY OPENING 3 OT-4E;;S Him As REJ c-,17 1-CT7S) T ya LL ATIOT SCREv CLAZ!NC J fp SE E SHIM A- RrD II II CNE BY WCCC SUCK BY j/4- MAX 4 SHIM SPACE — I si jSTA,LAT!C:N AN!-.CP. 3/16, DIA TAPC-jN 4' N-X C-rs 11 S`"`,' AS r:--) LT '-4C- A,-' - C-VAELZ S"V STAG. TO Zc ;/z 2' 4-10','N —IAE V--EZ-A, ALUMINUM -LLCM 6JE3 3j USE LATEX CAJ: - 1 EE-NC WINCOA F-ANS, A- -EA0 S,'-L U s LAv CAULv FOP cc IMETE', SFAL 'R')UNC, OF x N Cw.At ,E 014- S VAP,` PER T, AG M CLASG '---T z OF S 3/ 16, Di zT4PCCN T1-,TZLL4TJON ANCwrjP- e IUST BE LFT3zp"CIVIDE M;N i-!/" IN SLB-, TATL- cF N 3 LATICN, ',r.?ES ? MUST BE CF S LFr:C1E11-' T. A,---[EdE 1-11,9, M3EDMENT ;NT] E, FRAMING 3/16' DIA TAP -ON ANC, -CPS eg JN' T--LATI--N SCPEwS TO BE PLACED 6' MLA FROM '„Cqr,,-:ZS 40: rAxBETWEENSISI-JILD 1-11J.N AFOUNECURVED -CRTj-jN L-,,' 140CWrRAM" T BE EN By C- 71HERS BUILD 00W,N rI zE 0' SUFrl:]Et,T S =ENCTH TO ADEOJATELY TPAN:r--Q -Ca, FP -•a 11,400I 1.1 70 1H;- S7P.uCTuQE 9) ELE VAT (CIAS 7,-,v COMMON CONFIGUPATIC,,q° IT IS IjOT 1rj'rNDE3 T, LIMITUSEOFTHIST[j THE;- ',-'O C2F 1- , -LrAT.I-- rjS T.JS S-EET APPLIES TC ALL CG.--;PTICNI THAT Av E-7' MANUFACTUPED F;CM THE !4'f/I55,1 's DESIG"Cr, FIxEt W:vDCv FRAmjNC SYSTEM AS P1-; 1 FLA'! E 5 - c 4' I L Z%,-- BY vZOD27T, CEN PERIMETER CAULK EATEP:CP NJ ,OCD auCK 3Y ETHERS BY O--- ERs SECT ION J ZJL& txJu rLUMDA . O-A-F. ACTURER NAJVfLf'.- diNfili'd '.,/! L)T- E 1 E V, tATiON L ",,'A MASTER FUZ # kj "jiiT ER FIrVVIEWEDFPOV, EXTERIOR D FROM EXTERIOR lItIG L05,ANII, AVt. 5VITt 6 WINTER PARK. rLORICA 32789 P.CNC 407 672-6334 FAX 407 622-6335 INSTALLATION ANCHOR — DOOR V1DTH 4{14' MAX. SHIM SPACE INSTALLATION ANCHOR SHIM AS RE'O'D a8 SCREW TWO 9r WOOD o8 SCREW SHEATHING (SEE NOT I 1-1/8 MIN. BY OTHERS BY GTHERS I EMBEDMENT TWO BY WOOD CAULK cETvE_N TWO BY WOOD 3Y OTHERS DOD? FLANGE BY OTHERS SLIDING GLASS 6 SHEATHING DOOR FRAME JAMB CAULK 3ETvEEN HOOK STRIP L SHEATHING I SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP III xfl I /n \ r SHIM SPACE (SEE NOTES) , ORS By OTHERS PERIMETER CAULK BY OTHERS w v • 1s1: 1 lL'w. • A tu':J. F N SLIDING CLASS DOOR FRAME SIL_ 1N$iALLATIDN ANCHOR R8 SCREW 1-1/3* MIN. 1-1/8' MIN. EMBEDMENT EMBEDMENT TEMPERED GLASS TY:P) — CAULK BETWEENZ--- DOOR, FLANGE L SHEATHING SLIDING GLASS DOOR FRAME HEAD SHEATHING 3Y OTHERS PERIMETER $HEATHENS CAULKULHERS STUCCO By OTHERS , LMpERED CLASS , / TEMPERED ) cirP.) / `S'UCCD DP. SIDING GLASS (TYP.) iR OTHER 3y ;OTHERS3YOTHERSSLIDINGGLASSODOR INTERLOCK DOOR HEIGHT V. EMBEDMENT A 1-1/4' MIN L13ERALLY APPLY CAULKING LENDER SIL: OR SET SILL IN BED INSTALLATION 4NCnCR IOFCr-NCRE'E 3/16' D1A TAPCON SECTION A -A A EX I ERIDR EL E-VA T ION 2 PANEL DOD? SHOrN FED 2002 SECTION B-B A --QT HOOK STRIP DETAIL No-, I) DOOR MATEPIAL ALUMINUM ALLOY 6063, 23 $9 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/8' !NTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SIL. MUST BE OF SUFFICIENT LENGTH t0 ACHIEVE MIN, EMBEDMENT Or '.-1//' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCMOR CHART ON BACK Or THIS SHEET. A) USE SIL ICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT MEAD 1. :anBS 5) USE SILICZHIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR CF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LtSTEO WITH NEXT LARGER :iZE, FOR THE APPROPRIATE DESIGN PRESSUPE REO'D. T> FOR PIICKET DOCIR SIZES USE CLOSES' BYPASS DOCR SIZE L CONFI_IJRATICN TO FINISHED t?ENING. i? 3 PLACE iY:TALLATION ANCHORS. IN FRONT ZF rCOK :TRIP AS SHOWY 9) GLASS ''ICKNESS MAY VARY PER REOUEREMENTS OF ASTM E1300 GLZ— CHARIS S) DUNIT IIS APPROVED US!NG TEMPEe_u GLASS IN :!NGLE GLAZE: -R ;NSLLAT INC, GLASS 1 10) JAMB / S:LL CORNERS ARE TO BE :EALED WITH A :MALL JOINT :E=M :CALEP II) SHIM AS PEO'D. AT EA SET OF INSTALLATION ANCHOR:. MAX. ALLOWABLE SHIM STACK TO BE 1/4' 12) ALL 'NS'ALLATIOM ANCHCRS MUST BE MADE OF C3RP;;SiON RESISTANT MATERIALS 130 WHERE 'X• REPRESENTS MOVING PANEL AND 'O' REPRESENTS FIXED 'ANEL APPROVED CONFIGURATIONS ARE AS '!STED ON ANCHOR CHART ON BACK OF 'HIS SHEET. 14) NOT ALL C3NFIGURAi IONS LISTED ABOVE ARE SHOWN ON THIS DRA.:NG. HOWEVER INSTALLATION SECTIONS ' A -A'. 'B-3' l HOOK STRIP DETAIL APPL! TO INSTALLAT;C;N OF ALL APPROVED CONFIGUPATIONS. 15) FLORIDA EXTRUDERS WOO SERIES S..iDiYG GL A:S DCCR IS SHOWN THIS PRINT ALSO APPL ES TO 2000 SERIES AND 500 SERIES. REV; DESCRIPTION I DOTE IN I a n T j IDn / ST C EXTRUDERS Sa v o= _ IIf1TITLE: SLIDING GLASS LIJOR j INSTALL^TICN -,iTH =' SC D,iS DRAWN BY: B -PP ROVED BY: ATE: 172/17/01 jSCA.LE: Ni DWG --i I 8 SCREW INSTALLATION ANCHOR CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD $ SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. NOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4067XX . xG 48 x 80 6 6 6 8 8 8 4 4 4 506, x0 60 X 80 6 6 6 8 8 8 4 4 4 606. xO 72 X 80 8 8 8 8 8 8 4 4 4 S0, x0 96 x 80 10 10 10 8 8 8 a 4 4 100X. XO 20 x 80 12 1? 8 8 8 4 4 4 5080 XX, OX, x0 60 X 96 6 6 6 0 10 0 5 5 5 6080 XX, OX, XO 72 X 96 8 8 8 10 10 10 5 5 5 Soso xx, Ox, xO 96 X 96 10 10 10 10 10 10 5 5 5 10080 xx OX xG 120 X 96 12 12 12 10 10 10 5 5 5 50100 XX, Ox, XO 60 X 120 6 6 6 12 12 12 j 6 6 6 60100 xx, Ox, x0 72 X 120 8 8 8 12 12 12 6 6 7 20!0 xx. nX. x 96 X 120 2 12 12 I 6 7 8 9068 OXO 109 i/8 X 90 12 12 12 8 8 8 4 4 4 12068 OXO 145 1/8 X EO 14 14 14 8 I 8 a 4 4 4 15068 Ox0 181 1/8 X 60 16 16 16 8 8 8 4 4 I 4 9080 Ox0 109 1/8 X 96 12 12 12 0 10 10 5 5 5 lc^D$0 NO 145 1/8 x 96 14 14 14 10 10 I 10 I 5 5 5 150eo Ox0 181 1/8 X 9b i' 16 16 10 10 10 5 5 5 90100 OXO 109 1/8 X 120 12 12 12 12 12 12 5 7 a 120100 OXO 145 1/8 X 120 14 14 • 14 12 12 12 5 1 7 a 9068 XXX 106 5/8 X 80 12 12 12 8 a a 4 4 4 12068 XXX 142 5/8 X SO 14 14 14 8 8 8 4 4 4 15069 XXX 178 5/8 x 80 6 16 16 8 8 a 4 4 4 9080 xxx 106 5/8 X 36 12 12 12 10 10 10 5 5 5 12080 XXX 142 5/8 X 96 I 14 t it 0 10 10 5 5 5 15080 xxx 178 5/8 X 96 1 16 16 16 10 10 10 1 5 5 5 90100 xxx 106 5/8 X 120, 12 12 12 I 12 12 6 7 8 artl?n0 xxx 142 5/8 X '.20 14 4 12 12 6 7 8 i006 8 OXXO 119 5/a x a0 12 12 12 6 8 8 I 4 4 4 12069 OxxO 143 5/8 X c0 14 14 14 E 8I 3 4 4I 4 16068 OXx0 191 5/8 X 20 18 18 8 a 8 I 4 4 4 10080 0x 0 11-) t/ 76 12 12 12 i'i iL i' 1208'0 GXXO 143 5/8 x 56 I 14 14 I 14 IG 0 0 5 5 ` 1S060 Oxx0 19i 5/8 X 9, g 19 18 10 0 I 5 5 5 i00;00 !:xxo 1119 5/? " x 0 I 12 12 12 c 12 1? 6 7 8 1c01"0GxXJC 143 5/8X 'sc'0 14 14p 14 I := 12 12 ( 6 I 7 8 i 160:C'] Oxxfj 91 5/8 x 120 1Q 19 i9 l 12 1= S 8 100,z XXXX i./ 1/4 x aJ 12 i? 12 c 6 6i 4 4 4 1_069 XXXX1 141 1/4 X 20 4 14I 14I I c I 8 8 I 4 4 I 4 1Su6a xxxx 139 1/4 x c0 16 15 16 I 8 a 8 4 C 1 4 i 10090 xxxx 11 1/4 X76 12 12 121 a 10 iii 5 5 5 120S0 XXX:x 4! 1/4 X 56 14 14 14 13 I 10 f 10 S I 5 5 15080 xxxx c9 1/4 x - 15 6 16 I 10 1 10 5 5 I 5 00!00 xXXx. 117 !/4 X .c3 12 2 12 c 12 jf 12 ( 5 7 8 20lG0 XXXX 141 1/4 X .c? 0 14 14 ` 14 I 12 I 12 7 7 9IISoe=O XXXX 139 !/4 X 15 16 ! 1S 2 1? 7 m FLORIDA rX` `'r=- INT. IN. r:nE' __l2iY7 31--SS 2, rGR 4 NC 2 NGT?S j D Ml-^ C".RY uP=NiNG W/' r By `W,-,cE, '< 5: -P,M= Afi:-ljR MA-0N;Y OPENING ES> BY CTr? •$ CAULK BETWEEN DOOR FLANGE S vOOJ SUCK CAULK 3ETV/-- PERXETER WOOD BUCKCAULK, BY MAS'Y. OPENOTMBYOTHERS STUCCOHr H.ER 4 INSTALLATION ANCHOR 3/15' Mt. TAPC'N INS TALLA T ION ANCHLTP M9 SCREW (TYP. WHERE ONE BY WOOD TAPCONS A.;E NOT HUEK BY OTHERS 1 1/4' MiN, EMBEDMENT 1 1/4• MAX. 1 D i SHIM SPACE INSTALLATION ANCHOR a8 SCREW (TYP. WHERE TAPCONS ARE NOT REO'D.) SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP. DOOR HEIGHT SLIDING GLASS DOER FRAME SILL D _ , I` EMBEDMENT 3` A 1-1/4' MIN. d A D LIBERALLY APPLY - CAULKING UNDER SILL OR SET SILL IN RED OF CONCRETE A D J INSTALLATION ANCHCl2 J3/16' .A. TAPCON SECT11ON A -A, 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 iEMBEDMENT o ONE BY WOOD I BUCK BY OTHERS CAULK BETWEEN Q WOOD BUCK L MAS'Y. OPENING BY OTHERS SHIM AS RED'D. SEE NOTES) INSTALLATION ANCHOR 3/16' D1A. TAPCON Q CAULK BETWEEN DOOR FLANGE t WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR CAULK BETWEEN 3/16' DIA. TAPCON vp00 BUCK 6 MAS' Y. OPENING BY OTHERS SLIDING GLASS DOOR \Q CAULK BETWEEN HOOK STRIP W OK STRIP 6 a WOOD BUCK 1- 1/4' MIN (EMBEDMENT Q ONE BY WOOD ---- BUCK BY OTHERS STUCCO '- BY OTHERS 41zi1ix% 4kAA AWAIMA B.O.A. .TEMPERED GLASS 49 SECTION BXNAMWACT[TRER (TYP.) j SLIDING GLASS DOOR r ` ti s Y ,c io INTERLOCK MASTER FILE# HOOK STRIP DETAIL lA A U WOR MATERIAL: ALUMINUM ALLOT 6063. 2) TAPCON TYPE INSTALLATION ANCHORS MUST BE OF SLFFICICHT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4• IN70 MASONRY OR CONCRETE. 3) ALTERNATE TAPCON INSTALLATION ANCHORS FRONT T13 BACK IN ALL FRAME MEMBERS 4) TAPCOM ANCHOR CHART ON BACK OF THIS SHEET. 51 USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L JAMBS. 6) USE SILICON12ED ACRYLIC CALL FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 7) IF EXACT DOOR SIZE 1S NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NCXT LARGERSIZE. FOR THE APPROPRIATE DESIGN PRESSURE RCO'0. 8) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE 6 CONFIGURATION TO FINISHED OPENING. PLACETAPCONS. ]N FRONT OF HOOK STRIP AS SMOVN. 9) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 10) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCOH ANCHOR SHOULD BE FILLED WITH 66 SORE./, 331rSUFFICIENTLENGTHTOPROVIDEHIM •/8' EMBEDMENT INTO WOOD BUCK, It) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 12) JAMB / SILL CORNERS ARE 70 BE SEALED WITH A SMALL JOINT SEAM SEALER. 13) SHIM AS REO'D. AT EA. SET Cr INSTALLATIDN ANCHOR'. MAX ALLOWABLE SHIM STACK 70 BE 1/4'. 14) ALL INS TALI AT ON ANCHORS MUST BE MADE OF CCRROSION RESISTANT MATERIALS 15) WHERE 'x• REPRESENTS MOVING PANEL ANO '0' REPRESENTS FIXED PANEL APPROVED ACONFIGUPATIONSAPEASLISTEDONANCHORCHARTONBACKOFTHISSHEET, 16) NOT ALL CCNF IGURATIONSLISTED ABOVE ARE SHOWN ON THIS BRAVING. HOWEVER INSTALLATION EXTERIORELEVATIONSECTIONS 'A -A•. •B-B' t HOOK STRIP DETAIL APPLY TO INSTALLAT13N OP ALL APPROVED 2 PANEL DOOR SHOWN CONFIGURATIONS. 17) INSTALL ONE IAPCOM IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERVISE ON ANCHOR CHART. SEE SACK OF THIS SHEET, I8) FLORIDA EXTRUDERS IWO SERIES SLIDING GLASS DOOR IS SCVN, THIS PRINT ALSO APPLIES TO MOOSERIESAND500SERIES. REVj DESCRIPTION I DATE ` INI I / ENT PI vC.RS SANFOP, D I TITLE: SLIDING GLASS DOOR INSTAL LA i ii-n wI i H i ,11PCONS I DRAWN BY- APPROVED BY f1' i-. .. Li-C' IAPCON ANCHOR CHART NOMINAL DOOR DOOR. QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO I UP Tp 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF ( 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 xx, 0 T_x_O 49 X 80 3 3 3 4 4 4 3 3 4 5069 Xx, Ox, XO 60 X 80 3 3 3 4 4 4 3 4 4 6068 XX, OX, XO 72 X 80 4 4 4 4 4 4 3 4 5 8068 xx, Ox. x 96 X 80 5 5 5 4 4 4 3 4 5 0069 XX, OX. XO 120 X 80 6 7() 4 4 4 3 4 5 5080 Xx, 0X, 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, X0 96 X 96 5 5 5 5 5 5 4 6 6 10080 XX Ox. x0 120 x 96 6 A 7 1-11) 5 5 5 4 6 6 50100 XX, OX, XO 60 X 120 3 3 3 6 6 6 5 6 7 60100 XX, OX, XO 72 X 120 4 4 4 6 6 6 I 6 I 7 8 80100 xx. ax Xn 96 X 120 5 5 6 6 7 (D1) 6 8 9 12068 OXO 145 1/8 X 80 7 9l I15068OXOl811/6 x 80 8 p cD2) 3) 4 4 4 3 4 5D 9080 XO 109 1/8 T 96 5 5 6 5 5 5 4 6 6 12080 OXO 145 1/8 X 96 7 8 (DI 9' SM) " 4SSv'!: w5 `: o 5 4 6 6 15080 OXO 181 1/8 X 96 8 11 11 5 5 5 4 6 6 90100 OX0 109 1/8 x 120 5 5 6: ;,L 6-.. S:;" : D1) 6 I 8 10 120100 OXO 145 1/8 X 120 7 D3) 6 6 7 (DI) 6 8 10 9068 XXX 106 5/8 X 80 5 5:•-,—: t6•_...-_ 4- 4_- 4 3 4 5 12068 xxx 142 5/8 x 80 7 7 8 (DI) 4 . 4' 4 3 4I 5I15068XXX1785/8 X 80 8 10 () i 1 4' 4 4 3 4 5 9080 xxx 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 XXX 142 5/8 X 96 7 8 (D1) 9 02) 5 5 5 4 6 6 I5080 Xxx 178 5/8 X 96 8 103) 3 5 5 5 4 6 6 90100 XXx 106 5/8 X 120 b 5 6 6 6 717 6 8I 10I120100xxx1425/8 X 120 7 n: in (n .) 6 6 6 8 It 10068 OXXO 119 5/8 X 80 6 6 T7 (D1) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 8 (DI) 4 4 4 3 I 4 5 16068 OXXO 191 5/8 x 80 9 10 (D1) 12 (D3) 4 4 4 3 4 5 10080 UXXFJ 11i 7/b X yb b 6 7 4 b b 12080 OXXO 1143 5/8 X 96 177 8 (1)1) 9(D( D1) I I I I16050OXX01915/8 X 96 r _ c ) DT 5 5 I S a 6 6 100100 OXXO 119 5/8 x 120 6 6 7 ((DI 6 6 7 (DI) 6 8 10 120100 OXXO 143 5/8 x 120 7 19 (D2) 3) I 10 (D3) 6 I 6 17 (DI) I 6 I 8 10 160100 OXXO 191 /8 x 120 10 (D!) 13 (D4) 16 (D7) 6 6 7 (D1) 6 8 10 10068 xxxx Ili 1/4 x 6 6 4 4 4 4 12068 XXXX I 1 19 I 8 (DD4) I I I I I6068XXXX891/4 X 80 D1) 0 02) 12 4 4 4 3 4 5 10080 xxxx 17 1/4 X 96 b 6 7 (DI) z 4 b 6 xxxx 1141 1/4 x 96 17 18 (DI) 9 (D2) I 5 I 5 15 4 I i1208016080xxxxi891/4 X 96 9 (D1) D4) 1 (D5) 5 4 6 I 6 100100 xxxx I 117 i/4 X 120 6 6 i <D1) 6 6 7 <UU 666j 8 10 120'.00 xxxx 41 1/4 X 120 17 I 8 (D!) I 1- ("3) 6 6 i (DI) I I 8 I 10 60!00 XXXX 199 !/ X !20 i3 (D2) t3 (DS) D7) 6 I 6 7 (31) 1 10 FC'24, ANCHOR NOTES I) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. "Dl' THR'J '07' DESIGNATES IN WHICH SIZE & CONFIGUREATIONS TWO TAPCONS ARE REO•D. 2) 'D1' 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) '136' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) 'D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD & SILL. B: SECONDLY, AT EACH END OF HEAD SILL NEAP. JAMB CORNER., IF NEEDED. C: LOCATIONS IN HEAD & SILL OTHER THAN AS LISTED IN A & B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN JAMBS. B SECONDLY, AT EACH END OF JAMBS NEAR HEAD & SILL CORNERS. C LOCATIONS IN JAMBS OTHER, THAN AS LISTED IN A & B. i n ExTRUD_RS I i J f1 INT. INC. SAw-CR7. FL nna SLIDING C-_,SS DGOP T APCON GL SS C,-A-rT v i r 1 U PREMDOR (ENTERGY BRAND) DOUBLE DOOR WITH SIDELITES IN WOOD FRAMES WITH BUMPER THRESHOLD (INSWING) 37 I/.• MAX ITT 1 T [OMG t1.RC1 4. C[ N71( 5 w .• MAX. 15• OC. 15• OC MAX MAX MAX III, t 7• rMVS IN C.C. INSI CK JW 17 1/' MAX OC SPACING r -- A 17 1/ MA% CC SPACING 17 V MAx CC. SPACING 1S7 1PMAX0 C SPACING 148 1/2' MAX 74' 4. MAX 4 NI ' MAX MI 5' MAXI ISMAO.C.,y I5MAXC. IB' ' OC 431/ 16' 18, OC TO P Or DOOR v i 15) IN (KN INSIDE ANe TO ( Of LOCK j5 V 2Is. C00[a aa/ nn[1 Iawas1 j1B IOC .VLi[ I \OC.1(1 a was Bann ol[ a ,ee 11I, . 1 1/ ' MINS, (Ne NI ALI /( e Ap l s`` l I f AIAe Atl W'I I I" NI I T 11/Z' MININIM (N1(DNCNI 77 1/4' MAX 4' MAX w1 15, O.C. IS' O.C. MAX MAX C—, Inv (( 1 V111_ rX 22, li 64 111 9IMAx DLOMA _.80 I/16' i. MAX 6 AX i IIOIlirr' NINIMII( IN(D(NI n7, ( e MCiI, ( S41. 41 i(Y ,.W ' C I ggewq 7 16' vrN uM(MS .. IS' pC. IS' OC. IS' a IS' pC. t5' S' OC. 15' O.C. IS' O.C. IS' OC. Ili7' Ir,M,/ (NIT D•(NI ., MAX MA% MAX MAX MAx MAX MAX MAX 4' MAX S• MAX ' MAX MAX • N.. N.. 1/ C . Y' ICMG STAPLES SCE MOVE 5 ATTACH ASTRAGAL THROW BOLT M8 x I' LONG SIRIKEPLATE10THEHEADERINALLREMAININGANDTHRESHOLDWITHRIOx13/4• HOLES FLATHEADSCREWSNOTES 1) VOOD BUCKS BY OTHERS. MUST BE ANCHORED XD x 1 3/4" LONG PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 0 FLATHEAD SCREWS 2) THE PRECEDING DRAWINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS. L.H. INSVING R.H. INSVING A WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. ASTRAGAL B. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY APPROVED A.SCOMPLYINGNTH THE STRUCTURAL WOODBUCK. C MASONRY OR 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 VID WITH MM 11/ 2' EMBEDMLENT INTO WOOD SUBSTRATE SOUTH Ft ?AA OU DING CODE E ,J J PRO CT CONTROL DIVISIO a OITT6CODE COMPLIANC ACCEPTANCENO. OF'037Y1 7-3F 6' PFH iAPCON$ WITH I 1/2' MINIMUM EMBEDMENT IUNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR ASONRY OVERHANG SUCHTHAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG 4 ,, i MUSTBEINSTALLEDWITH 'rIA.MI-DADC COUNTYTO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS NON -HABITABLE AREAS WHERE THE UNIT AND THE AREA ARE DESIGNED TO 5 THREE STAPLESPERSIDEJAMBINTOHEADERONSIDELITESACCEPTVATERINFILTRATION. AND DOOR, THREESTAPLESPERJAMBINTOTHRESHOLDON - SIDELITES AND DOOR. cCAI/oe 6 LATEX SEALANT TOBEAPPLIEDATSIDEBYSIDEIINIIL"I'll161[I c OAK "IT rrooalcATloNs FM DEC NG P RS JAM.9S AND SIDELITES. EXIMIA UUSS IbIFO SIR COrt. Ill A ADD DINER M! CDWIQPATIEws RARM? 7 DOGR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE T CORNERS ARE COPED AND BUTT JOINED.W. _ m[s+.e1 a [ a ala[ m vnit:um 8 DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUST IT • INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL FUH ENTRY SYSTEMS 1-1029-EM-I S LL BE P2E-PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ III lTT1w e1'R-RcnLrlalE VHITE PRIMER WITH A DRY FILM THICKNESS OF 0.9 TO 1.2 MIL. PlfIsLxKs6676t SHEET 1 OF 6 R[VISIDf L[TI[ R C DL NPRESSURLRATLNGS- VH(R[ VATER INFILTRATION REQUIREMENT IS NEEDED X ARE VATER INFILTRATION REDUIREIIENT IS NOT NEEDED Positive NOT APPOVED 1 h"oti e NOT APPROWDx A 9/16' INTERIOR I IN J W I IN v OTHER CONFIGURATIONS MAX MAX MAX GLAZING DETAIL SHERWIN VILLIAMS "A EXTERIOR GRADE LATEX CAULK \• IVl EXTERIOR XX aU XX J/. ). MAXAXMAX 1 Nnx 1 MAX ImIERIOR GLASS BITE 29 ox ttxo 1/9' TEMPERED GLASS C DAIX COMI+ "DORILAIIMI . PP9)VR),;5CC'.'PLYINC%MTMTHE K ATIDLO PAGL S IM pv110MSo t0111 U11SS i0t11. 12K QL Al. A01 SLALvi 10 IIIL fYa(S / SOU/,I I-IP YI IIII kfjj E Ilium WITS I011l. St/ 01rt Q1 A 00 Uhl9 2=lo COdKiR.ttpwt r. G/.i' .7 [ y fsY _ hill lT P:I,:,l; C 1TRCL ol:Is:ov M N Y YS 31-10 9-LM 1DSLLI;:G CCG_ CC!: PLI:.I:CE OFFICE nllU f N SHEET 2 OF 6 CEPi::_c:? OI—o3fv.z3 rtrnntnnl G 1/4' SHIM MAX T— 3/4' 80 11/16' Max INTERIOR 79 5/16' MAX SECTION B-B 2 BY WOOD BUCK 1 1/4' EXTERIOR 1 1/4' I'if9 I LI\II-1LJ L I J I ITEM Na. DESCRIPTION PART NUMBER COMMENTS 1 WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EOUIVALENT O COMPRESSION WEATHERSTRIP Em-25 LOCKSCREEN BRAND LOXSEAL(BRONZE) 3 ALUMINUM ASTRAGAL IM-12 PREMDOR BRAND OR EQUIVALENT- 5/8' ALUMINUM ASTRAGAL 40 ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' SQ TOP CHANNEL EM-08 1PREMDOR BRAND - 1 11/16' - 20 GA STEEL STEEL SKIN 26 NR m PSI Ill.IBtass ITD I[xIU TEsI HFpN Is fI' 7O PnlYURFTHANF FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 IbS./Ft' BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL O9 WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT + l0 STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 11 HINGE STILE EM-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 12 LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EOUIVALENT - .097 THICK (STEEL) u WOOD HINGE JAMB EM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT IS N10-24 x 1/2' F.H.M.S. 4) SCREWS PER HINGE INTO DOOR 16 110 X 2' F.H.V.S. T SCREWS THROLIGH1 HINGE JAMB -INTO SIDELITE JAMB. B' DOVN FROMT MAX 18' D.C. THEREAFTER IN SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB. 4' DOVN FROM TOPMAX8' O.C. THEREAFTER 6) SCREVS THROUGH EACH SIDELITE JAMB INTO SIDELITE. 4' OOVN FROM TOP, MAX 15' (jr- THEREAFTER 17 1 v M MIIIIOwlr1AKDRSV/MINIItN 1 I!2' tND(DM(NT3/16' PfN lAP(3 IS REFER TO ELEVATION VIEW, FOR II OF SCREWS USED AND LOCATIONS I8 N10 X 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB 19 N8 x 2' F.H.W.S. 2) SCREWS AT EACH STRIKE PLATE LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 1 N10 X 1 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB WOOD SIDELITE JAMB EM-18 1 1/4' X 4 9/16' MTL. TO BE PINE OR EOUIVALENT 22' x 64' SINGLE PANEL GLASS CM-19 TEMPEREDRGLASSRFnIN POLYPROPYLENE FRAME- DC-1643 - (ODL-2I/R' CI FAGLASS SIDELITE TRIM (WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EOUIVALENT WOOD CASING EM-21 rO S,DE By sl°DEBJAMBS' AASS MULLIONSNr - ITEMS ARE M0.DINGiUSE[ 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 EQUIVALENT POLYPROPYLENE LITE FRAME 1643, ODL-2 HP Polypropylene by ODL 16 X 1 1/2' PAN HEAD SCREWS 18 PER FRAME TD EXCEED I'4 (K: THERE INTER. FROMH AN N OTSIDELITE STILES EM-26 15/16' X 1 11/16' MTL. TO BE PINE OR EOUIVALENT 1 PIN NAIL 3/4' IDI+G NAIL. 4' IN FROM END, MAX 8' D.C. TI(WIER, USED ON MIALMNS AND IR19 DOW SILICONE #995 TPPROVED AS CCIAPLYNIG VNTH THE SOU fMFT El PRODU TSOYTROL DNtS10NDue DING CGOE COt.*0%,E OMCEACCEPTANCE NO 0 y•23 LIMITS LKESS 101E0, FRAC. ' DEC. AC EXIRUSPS RESS NOTED, SID. CDR. IOL'S. B JDADE COUNTY MODIFICATIONS In1/o1 JD A DDED PAGE 5 (DOOR OPTIONS) ID-I• R ENGINEER: tIRT REvisioNs DATE BT PART NAME: rmlFRGy sirr, Efiff DR, By DAIS - - MAI'l: I SCAT[: PODOR ENTRY SYSTEMS 911 E. JEFFERS[W PIIISBI , Ks.GOP 131- 1029-EM-1 i SHEET 3 OF 6 REv{ SIEN l[ I TER B 2 BY WOOD BUCK 1/4' SHIM MAX 79 "I" INTERIOR MAX 80 11/16' MAX 2 BY WOOD BUCK SECTION C-C 1 1/4' EXTERIOR PLEASE SEE "GLAZING DETAIL" DRAWING #31-1029-EM-I SHEET 2 OF 6 1 1/4, DOW SILICONE #995 P?;ZOVEO AS Co MPLYING VATH THE SrjJiH FL 1(W (WILDING CODE D:TE JuN Q BY FROM TC ITROLDIVISION CILC:':G C00E COL'PLIAN^ CE CCEPT:.GCE FIo.D! - 6 . 3 m D DADE COUNTY MODIFICATIONS nvol A 2.99 RS EIIIIIS AM N01E0. IRA[ DEC. ' AAG EXTRUSIONS: MESS NORD, SIB. 041. loll AnnF io-i-98 RS A ADD SCRCVS TO utC FRANC L MATERIAL LIST 2•1e-97 R.S. EIR. REVISIONS DAIS lY PART MAN[: cweny mrt. rni-.F SIDEL111c- t DR. By R. S. I DAIS - - NAl T SCAIE PREMDUR ENTRY SYSTEMS 911 1..I FFERSON PII1SB1 . KS. 66162 31-1029-EM- I SHEET 4 OF R(V1S1(N lEIiER 6 p OTHER DOOR CONFIGURATIONS r het n• oc l Oc n• Ir oL w w u u 1 1 1 1 1 1 n Nrw nC V•CK N Nrw OL VKK O N Nrw OL VKK Ir vrw at V•[K 1 1 1 1 1 1 1 1 1 1 w e • sc Ir roc r • ocsr_sc W W • WJ W r w W W W W r W r.W.• r vW fr ir 1 ,a oc•rn oc Ir aL f nc 1 1 1 IrI rw4< V•CK r w eC Ir I.r• w OC VCK nc vrK 1 1 Y'O,jf OL +f etyya OC nx Iek W •• w •• rw rW ••w W r sc u• o< rr nc roc n• O Ir ac +.ic w rot n u Ir Ir oc r w 1 1 1 1 Y, 1 1 1 1 1 A 1 1 1 nNrw nNrr, nL VCK Oc vcK N Nrw VNrWoLVKKKVKK UN 0 0 Nu' _ r ura• r INM• _ reooNrNrwvNrw OL VKK at VKI•L Ir Nr W Ir Nr w eL VKK OL VKK 1 1 1 1 1 1 1 1 1I' 1 1 1 1 1. n roc n' oL n• o OC. -21- 1f2OL IY o< n• rW rW r W r w x0 -XX x 1 W. u• ac r a< n• o< a Oc Ir oc u• o< nYOc s oc n ec n ec • W Y• .,. 111 1 1 + 1 1 I 1 1 Ilk, Ir Nrw oc v.cK N v.cn% Oc vcl< Nr W r II o - of Ir Nr r• Ir Nl W K VCK OC VKK Nr ..• ® OCIVCK6CVKIC 1 1 1 1 1 1 11 n o(,,if oc 1 1 If s J,.lfyc I 1 . oyec J n*a;,Jlf- 8"c LuIra fwr:. xn nxn APXiOVED :S CWPLYING WTH THE EOUT11 FLYO:DA BUILDING CODENDR. E, PZOJU I ROL DIVISION WILDI - COUPUANCEOFFICE IIMIIS TRESS N01E1 times: TRESS N Br PREMDDR PIIISati(1, tS fAlb? ACCEPT, J 01-03 1` . z 3 Y wr I 1 i N Nrw at vKl.c N Nr- oc v.cla a 31-1029-EM-1 SHEET 5 Of G REVISION EEIIER OTHER DOOR PANEL 3 6 " MAX 79 4116 an DD 00 001 MAX 100 00DD 101 BLANK TOP 6-PANEL 4-PANEL 9-PANEL 4- PANEL STYLES a Gan DD go DD00000Boon o 000 0 0 oa lop 00 10- PANEL 18-PANEL FLUSH 8-PANEL CROSSBUCK 12-PANEL 4-PANEL EYEBROW ETHER SIDELITE STYLES 36" I I— M A X 79 / 16" MAX p-- SL- 10 SL-20 SL-30 SL-60 SL-50 SL 50B aD n0 nD DD 00 DD DD DD DD PD- 1 PD-2 PD-3 PD-4 PD-5 PD-6 na as 5- PANEL 5-PANEL V/ SCROLL EYEBROW V/ SCROLL O D SL- 69A SL-69B SL-69C SL-25 SL-55 SL-300 SL-40 SL-90A SL-90B SL-90C 00 DD DD 00 00 00 OD DD UD PD- 7 PD-8 PD-9 PD-10 PO-I1 PD-12 PD-13 PD-14 PD-15 DO 0 5- PANEL 5-PALL IYEBROV 1 SL- 300 SL-30C SL-70 SL-80 0 09 nD no PO- 16 PD-17 is ', ' 1 II ii ^' I /1 111 ... • {"' AI Ib !il IIIIiiiiuul 111 Iil 'If 111 !f1 , Iii tt11 11 tl U111 Ili oil 111U{ ill111 III i11 ii ! II ii IIIII 1, !1 jlll! 00IIIIii i II IIII{ 111 Bye 111 !11 Ili II II a l _, 11 I IIi e ill 111 111 t PO { { { { •1 I 1 1 { { 1 PD-31 tPD-33 9138 0 DAD D D o o add oao Boo 110- 35 PD-36 PD-37 op Oki -30 PD-39 I H d 0 @ @ A 000 Quo DD DO PD- 4D PD-41 PD-42 PD-43 ^3A PD-43B U M 4 n u p ? o u u u PD- 34 -c 00 o m 4 5 HAM LOWS Vfl. fm ' DEC ' #X 111RUiIm KISS fella, SIR MR. 111'S LNGINFER Lit I ZViSKK Gal( It PART MK;PREMDOR DOOR OPTIONS w By J. D. DAl AA'L SLM( PREMDUR ENIRY SYSTEMS PII1Sdz. ( S WV 31- 1029-EM-1 SHEET 6 OF 6 1( VIS10 alliR PRODUCT PERPORMRnce DATAHURRICANE CODE METAL --EDGE STEEL DDDR Ill WDDD FRRMB PRODUCT CERTIPICRTIO(1 SHEET _01- 0314 t 2_ D4p - INs-W trz6> Valid for the following side -hinged door arrangements: OPROUE DOORS - 61" nominRL HEIGHT: Single Door with Sidelite on Hinge side Single Door with Sidelite on Strike side Single Door with 2 Sidelites Double Doors DOOR STYLES: 1313YEl1313 1111 00 v1 f i' Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel it s 000 V 9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDELITE STYLES: 0 ®® i ®® ®® C3® ; Do ;_ ®® Li 1 " t G ra UU Do ou ® U0 00 00IL- 680 Series 129 Series 200 Series 12R, 12L. 23R, 450 Series 152 Series 149 Series 23L, 24R, 24L Series DP {-SS.0 -SS C) IMPACT L1 MULTI_ME STL_WD OP o nter YEntrySystems 0. tbl0" WW.- 01 W~, _.__ 0•Wt fpi•IKNtlM. OHq Ytl MOAR0/YI 1MMf11OtMpt R•NaWMIRO. J M IA M I-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 MIANII-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDINC CODE COMPLIANCE OFFICE METRO-DADE FLAGLrR BUILDING 140 Wl S'I' FLAGLEIt STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2908 C'ON'1'IL• C:1'Olt 1.ICFNSIN(: SECTION 303) 375-2527 FXX (305) 373.7558 C'ON' ILACI'Olt FNF0RCF.AIF.N'1' UIVISIUN 305) 375-2966 FAN (305) 375.29US PRODUCT COINTROl. DIVISION 303) 373-2902 FAX (303)172.63.17 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 this product or material at any time from a jobsite or manufacturer's plant for quality control testing. if this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.23 EXPIRES: 04/02/2006 Raul Kodnsucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE S PRODUCT REVIEW CON11MITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set Forth above. Fraltcisco J. Quintana, R.A. Director Nfianil-Dade Comity APPROVED: 06/05/2001 Building Code Compliance Office 0450001\pc2000\\ten,plateOno lice acceptance cover page.dot Premdor Entry Systems ACCEPTANCE No.: 01-0314.23 APPROVED JUN 0 5 '2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.25 which was issued on April 28, 2000. It approves a residential insulated door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S/E Inswing Opaque Double Residential Insulated Steel Doors with Sidelites-Impact Resistant Door Slab Only and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1029-EM-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): 4.2.1 Door: the installation of this unit will not require a hurricane protection system. 4.2.2 Sidelite: the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS - 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Buildin6 icial or the South Rlr.ida Building Code Sf--BC) in order to properly evaluate the installat' f his s stem Ma eI Perez, P.E. Product Co Examiner Pr lust Control Division r . 4 jPremdor Entry Systems ACCEPTANCE No.: 01-0314.23 APPROVED JUN 05 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially 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 perfomiance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acccptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acccptance. l j 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEP- ANC M3114 Perez, P.E., Product Con )xaminer Produ ntrol Division